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HomeMy WebLinkAboutBLDG1405-0120-Product ApprovalMIAMH D DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as describ ein, and has been designed to comply with the Florida Building Code, including the High Hurrican P DESCRIPT . ries "HR -710" Aluminum Horizontal Sliding Window - L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of I1, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26'" Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miam Idade.Rov/oera/ MIAMMADE COUNTY APPROVED NOA No. 11-1114.04 Expiration Date: 16 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) E-1 Jaime D. Gascoib, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) a Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL. ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18" LAMI CONSISTING OF (2) LITES OF 3(16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" (AMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF MUTE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.). GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAM110: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O—X XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-6330. ELCO TEXTRON NOA: 04-0721.01, 03.0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ^ HURRICANE ZONE (HVHZ) 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - l SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. meg es Oft Mribliat J..L 10/17/11 E RFC 2010CODE CHANGE Raw q, m., mow. J.R. 0/20/11 D ADDED IO CAP TO BE TEMPERED / •JOFTNOTE. ,wwi41. P AwMim F.IL 4/1607 CA.QpfTL430TONOTES T0CHGNOTE aTOCUIRRENTEDIT. —A, DM cx,o4rp 2Ii F.K. !2&06 J.J. 32,(06 1070 TECHNOLOGY DRNEI ' GENERAL NOTES Napo, 76 1 ^ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 529 NOKOMIS. FL 3427/ V/s/by BatorWHO •• I NTS •"•1 • 11 I nw+ww 412740 11 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE 8-11 ..11111111,,. ,0".,I LYNN MqF /, `` ,<Z`• �‘GEN$E '••.'Q • * : No. 58705 %�• �. • u" ST 160F A. LYNNuila0. P.E. P.EJ 56706 112" NOM. GLASS BITE --Qi0,61,62) 4:*1/8" ANNEALED OR HEAT ' NGTHENED GLASS .090 SOLUTIA OR DUP a • PVB INTERLAYER 1/8" ANNEALED OR 11 STRENGTHENED GLASS 5/18" NOM. a1 p- 16" 16" LAMINATED G 1/2" NOM. GLASS BITE 112" NOM. GLASS BITE 'L�63,64,6 J G] EXTERIOR INTERIOR (=> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS ---(66,67,68,69,70,71) �-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — --- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" I -AMINATED 5/18" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 1 n_ --(72,73,74,75,76,7, -4-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/18" ANNEALED OR TEMPERED GLASS A - 13/16" NOM. 13/18" LAMI IG GLASS W/ 7/16" LAMI /FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. w"w4[ "r" Owlrs d""ttil" J.J. 10/17/11 E NO CHANGE THIS SHEET GLAZING DETAILS w iwq: ane ",a,*w 1070 TECHNOLOGY gtNEir J.R.a2oni D ADDEDK a 7o TEMPEREDQ+JOfTN07E " ouus,R3/276 _P_![ ALUM HO ROLLER WINDOW IMPACT ,.,..ax Pak a.amr V FJt lh&»7 c �p THIS SHEET P.0.1302 1626 r,,,,,� a„", N am 801 INN e.+."4' "°K°°l�s PLUM V16U 8`1°'r FIRM Full 2 w 11 ` <127 70 Imo F.K 2/2SA73 J.J. 3,T3.66 ar PRODUCTABVISk1D as complying with dm Florida Building Cada No Dao • • • FLOR\O*•• U'\ S/ONA..1`.•. ,, mo A.ii�u� R P.E. • P.E./ 86706 XOX (114,112,114) FLANGE WINDOW WIDTH 96" 106 3/8" 108" 111" UP TO 111" UP TO 111" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,I D,E,F, J,K,L OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE WINDOW HEIGHT 36" 38 3/8" 48" 60 5/8" 64" 60" -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 546 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 26" +60.0 +60.0 +60.0 +60.0 +60.0 XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE WINDOW GLASS WIDTH TYPE TO 86 7/16" A'B'C' G,H,I TO 86 7/16" D'E'F' J,K,L WINDOW HEIGHT TABLE 1. 1" SMALLER) 63" +60.0 +56.2 +52.3 +51.7 +50.9 +60.0 -60.0 -56.2 -52.3 -51.7 -50.9 -60.0 +75.0 -75.0 TABLE 2. 1" SMALLER) ALL HEIGHTS UP TO 63" +60.0 -60.0 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" 66" 72" 74" UP TO 74" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,D,E,F, I,J,K, L 26" +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 36" +75.0 +75.0 +75.0 +75.0 GLASS TYPES: TEST REPORT FTL-4858 ()00X), IA. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI- (1/8" A, .090,1/8" HS) IC. 5/16" LAMI- (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Utah. Dow *whom JJ. 1017/11 ry E NO CHANGE TMS SHEET J.R. 62011 0 ADDED I0 CAP TO BE TEMPERED 0 +SOFT NOTE F.1G 4/151O7 C ADD INTEGRAL FIN OPTION S UPDATE REM E IJ00-02 DPI FIT ar" o,m"ooc FJ( z2&DG J.J. SOME -75.0 ' +75. -75.0 `-4'7F0 -75.0 +M -75.0 / ".+75. WINDOW HEIGHT 3/8!- 48" 50 6/8" -75.0 .'75.0 0 +75.0 -75.0 +75.0 01, +75.0 -75.0 -75.0 -75.0 -75.0 +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 54" +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 60" +75.0 +74.2 +69.6 +68.1 -75.0 -74.2 -69.6 -68.1 +75.0 +70.2 +65.2 +63.8 +75.0 -75.0 -70.2 -65 -63.8 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - LSHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. .ODUCT REVISED complying with the Plaids in{ Codo AKIwInco No FTL-4859 (OX & XO) AND FTL-5330 G. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 1G-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1/8"A, .090,1/8"HS) 1. 13/16" LAM)1G-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16"A, .090, 3/16"A) K. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) 1070 TECHNOLOGY CANE DESIGN PRESSURES motcomts' FL 347/5 p -r - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.0.13%74 1521 04..0.1.I.a NOKowrs. FL 54274 vim*Berner H77f0 I NTS 13 .11 I 4127-10 I E Mi Lladr } oW \xl 0I \xi \x� pI \w �I I DETAIL C - XOX (1/3-1/3-1/3) DETAIL B - XOX (1/4-1/2-1/4) g Lu Ul _ a Z o 0 3 g:I 21re 0 pJ V W W jz 0 y Pi l 2 g< cc R Fz •v po 3 q 3 INTERIOR MAX HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO EXTERIOR INTERIOR MAX. FIXED DLO —►I MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) ii '•— MAX. FIXED DLO —1 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) A4) 4 INTERIOR W SECTION C -C w SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) n.wepe a+ae J.J. 1n+7/11 nage .LR. OMR1 nw.ge wr FK. 4/15/07 gams pm caste are F.K. 200/08 J.J. X18103 E P 0 CHANGE VGE THIS SHEET ~AVM MO CHANGE THIS SHEET nwau+ C ADO INTEGRAL FIN FRAME. REMB41.42AND 43AND VIEW& HEAD (VERTICAL SECTION, I.F. FRAME) 070 TECHNOLOGY DRIVE SECTIONS NOKOMIS. FL 64276 P PAlezo �.— ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS. FL34274 VbibbBow ttomI Half I S • 11 1"."." 4127-10 I E PRODUCT REVISED nc ammlying with Ms Pkcidg MOAN* Code Acamlanae No ..Liam Dodo Product Cartrol ./ U111111, \\�OsI LYNN M4,e,b /'. �11�..•'��CENSp.•.F4) * I No. 58705 sIN� �•W; =.1301... STA ''';1',96:;.6.14 ‘‘‘'s �‘‘`. A 1VN71MEC1R. P.E. P.E 166706 • Di`t.71Ng-iiv% Mc,4 C9 z��S«aa�aa<a iC aggza Zii8.t't<roroteroe0F4z5 g2 m.i z1 Mrt tote o o�� Baou:Poao O zz CStldc5cc55c5G3CScc55c5du 5555555555 orozcz eoFofo 3a' . 03856' ct7 Ir Ell 44 A.G77p SII`I- d;Ri fofo51i Eta 3'3"3.5gamtollAi 2.6313 Etiis 3 le ge r06 z .a .a .a .a .a _J 0: - a< a a: < F• - ' - ..1 .] .] ] .] .] ,a « « <<0 < < ,o < vi 04:* y < « < <<<<< • w v n o 0 0o F n y F h w o o n n n 1r5 il �v1 §§ iiii0 i 0 E F a § g 88 _ F0 ag. m CQ m .a."/..ZCa vaC, Z u - E;a @ 00�0'��` 8V-2J. f . 2 .- 3 y /" c� 5A H " Amm 3 3 AZAy aC y =.4 a <P ‹ Gj AAFo 0 0 oSQQ5�Q55��a w�3 �A040 $$ oe�a—x�xa .c x, xF-gZy-,� 55 i i co..$ $gt OdO�Q4 O E r� mca1Vi PC OO ��FEF < off' §Q p at �./ Cl2 c� �.n� 6' v� g to A x — i 'S Z� r� �: F p+; ca0 3 ' R, ^,Q to . R < Z g. Z � 44.,.......-- 5 a � .... � .- ., .. O g ZmXN a =ZC—O'©� my yF XyF 5 .g NNN .��l 2 t yiavdi v�i0.'3Q Ce3aviw3vQi3°aW �3g3m a� c � 55155511 � < a c7m 0 O1 CO AC L) o oVoi.oioio E .' 111 yy °� _11-1 q v 5 15 vv� a -vv e2i7pv iv pv« vop a p Nei ��Y■ F- N M 4 40 t'' 00 0 N H1 7 N f0 r 0` N N N A N :'1 � M* tn1 ° n S v e T R v1 vVi r vKi r *1 va`i $ `D `.� .D 3 `D [;!'4 itl 1; 73 -.062 1.273 2.710------ O FLANGE FRAME HEAD #4102A.6063 -T6 ---IF--.o62 <r M.a51—i O SASH STOP #4025, 6063-75 @ SASH TOP & BOTTOM RAIL 44133,6063-T6 .050 1.096 1 -1 54 GLAZING BEAD. 5/16" #40448,6063-T5 (USED W/ GRILL KIT) .678 MORA 0.1o4 *mob= J.J. 10/17/11 E NO CHANGE THIS SHEET wee e r MOW or JJt. 610'11 0 NO CHANGE 7H18 SHEET __ o.r nwwris F.K. 4/1&07 C triwilANOE THIS SHEET pec Oft onare FJG 2/1646 J.J. 3305 3. 62 -- +-----2.710-y O FLANGE FRAME SILL #4138, 8063-T8 .061 .437 46 O HORIZ. ROLLER TRACK 44131, 8063.76 2.= .062 1.87 -► 1.081 I SASH MTG. RAIL #40080, 606314S -T6 r-.050 l IC 878 1.096 6 �- T GLAZING BEAD 7/16" #4222A, 8063-T5 -�{ 1A87 I{l�— 062- ►- 3.400 O FRAME SILL ADAPTER 44137,6083-T6 17 FIXED MEETING RAIL #40648, 6063HD-T6 k-1.291 37 SASH SIDE RAIL #4126,6083-T5 b1.513 -L1 I 040 I73 .738 L-1.4431 O SASH STOP COVER 44053, 6063-75 ♦~--2.784--�•� 1 1 .062 13 FLANGE FRAME JAMB #4002A. 8083-T8 r-.050 . 678 1.0988 (7.m. '4---'-1 7 53 GLAZING BEAD. 5/16" 440398,6083-75 878 .683080 .050- I1k„...., 1.115--1'--i7 -F---1* 1 O GLAZING BEAD, 7/16" #9850,6063-T5 59 GLAZING BEAD, 13/16" #4067,6083-T5 (USED W/ GRILL KIT) 1.097 arrow" 1070 TECHNOLOGY D11IV6TI ,:TRUSIONS NOKOIAIS. F1.34275PA 89X MO ��.-- ALUM. NORIO& ROLLER WINDOW. IMPACT Noeoons, FL 94274 Mike Boor r I Ha I ' .11 1-"' 4127-10 II PRODUCT REVISE) es rwm5lYle6 with the Plaids Building Code A.....No hof 4024 ..�\I11111lr,. ` �1 •. V,GENSE• P * ' No. 58705 Luz - STA O t(/ IONAL \\`` !11111111\\` A. LVNN ULL R. PAi. P.E.# 06706 ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS GLASS TYPES A,B,C,G.H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE 2 & SUBSTRATE WINDOW SIZE H 53.125x 38.375 48.000 50.825 54.000 50.000 83.000 80.000 x 38.375 48.000 50.825 54000 80.000 63.000 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 84.030x 38.375 48.000 50.625 54.000 80.000 63.000 106.375 x 38.375 48.000 50.825 54.000 80.000 83.000 111.000 x 38.375 48.000 50.825 54000 80.000 63.000 2,3, WOOD 2. CONC 1. CONC ZONES ZONES ZONES to HEAD & SILL I MEAD & SILL 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+02+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+02+1+C2+1 1+02+1+02+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+02+1 1+C2+2+C2+1 1+C2+2+02+1 1+C2+2+C2+1 1+02+2+C2+1 1+02+2+02+1 1+C2+2+C2+1 1*C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+3+C2+1 1+C2+3+02+1 1+C3+3+C3+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 2 1+C2+2+C2+1 3 1*C2+2+02+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+02+2+02+1 2 1+C2+2+C2+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1*C2+2+C2+1 1+03+3+C3+1 3 1+02+2+02+1 1+03+3+C3+1 3 1+02+2+C2+1 1+02+3+02+1 2 1+02+2+02+1 1+C2+3+C2+1 3 1+02+2+02+1 1+C2+3+C2+1 3 1+G2+2+C2+1 1+C3+3+03+1 3 1+C2+2+C2+1 1+C3+3+C3+1 3 1+C2+2+C2+1 1+03+3+03+1 3 1+C2+2+02+1 HEAD & SILL 2 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 2 1+02+2+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+1 2 1+02+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+03+2+C3+1 3 1+03+2+03+1 2 1+C2+3+C2+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+04+3+04+1 3 1+C4+3+04+1 2 1+C2+3+C2+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 N g, TABLE 4 NOTES: 1. ANCHOR TYPES: 2,3, WOOD 2, CONC 1. CONC 1 -1(4" ELCO TAPCONS ZONES ?TONES ZONES to 1n N m co HEAD & SILL ! HEAD & SILL HEAD & SILL 2 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 9 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 2 1+02+2+02+1 2 1+02+1+C2+1 2 1+C2+1*C2+1 2 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 3 1+02+1+02+1 3 1+02+1+02+1 3 3 1+C2+1+C2+1 3 1+02+1+02+1 3 3 1+02+1+02+1 3 1+02+1+C2+1 3 3 1+C2+1+C2+1 3 1+03+1+03+1 3 2 1+02+1+02+1 2 1+C2+2+C2+1 2 3 1+02+1+C2+1 3 1+02+2+02+1 3 1+C2+1+C2+1 3 1+02+2+02+1 3 3 1+C2+1+02+1 3 1+02+2+02+1 3 3 1+02+1+02+1 3 1+C3+2+C3+1 3 3 1+02+1+02+1 3 1+03+2+C3+1 3 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 2 - 114" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (06) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8' A) B. 5/16" LAMI - (1(8" A,.090,1/8' HS) C. 5/16" LAMI - (1/8" HS,.090. HS) D. 7(15" LAMI - (3/16" A..090, 3(16" A) E. 7/16" LAMI - (3/16" A..090, 3/18" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI 10 - 1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5M8" LAMI - (1/8" A,.090,1/8" A) H. 13/18" LAMI 143 -1(8" OR 3116" A (MIN.), 5(16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1(8" 113) 1. 13/18' LAMI 10 - 1/8' OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" HS..090, 1/8" HS) J. 13/16" LAMI 10 -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116- LAMI - (3/16" A,.090, 3/16" A) K. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" HS) 1. 13(16" LAMI IG - 1/8" OR 3/18' A (MIN.), 3116' OR 114" SPACE, 7/18" LAMI - (3/16' HS,.090, 3116" HS) A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 1+C2+2+C2+1 3 1+C2+2+C2+1 9 1+C2+2+C2+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+03+2+03+1 2 1+C2+2+C2+1 2 1+02+2+02+1 2 1+02+3+02+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 9 1+C4+3+04+1 3 1+03+2+03+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+C3+2+C3+1 3 1+02+2+02+1 3 1+C4+3+04+1 2 1+C2+3*C2+1 2 1+C2+3+02+1 2 1+C2+4+02+1 3 1+C3+3+C3+1 9 1+C2+3+C2+1 9 1+03+4+C3+1 3 1+03+3+C3+1 3 1+03+3+03+1 3 1+03+4+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+04+4+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3 1+C4+3+C1+1 4 1+04+3+04+1 3 1+C6+4*C6+1 2 1+02+3+02+1 3 1+02+3+02+1 2 1+02+4+02+1 3 1+03+3+03+1 3 1+C2+3+C2+1 3 1+03+4+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+04+3+04+1 4 1+C3+3+03+1 3 1+C4+4+C4+1 3 1+04+3+04+1 4 1+C4+3+C4+1 3 1+05+4+05+1 R,rw ar" /HARR J.J. 10/17/11 E NO CHANGE THIS SHEET Me/4c DO" 11101~c 1010 TECHNOLOGY DRIVE J.R. worn 0/1DOEDKiCAP TOSETEMPERED 14 *SOFT NOTE. NOKOMIS,PL34275 nrowor PM MIAOW FJC 4/1307 C IMAATETABLE4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. P.O. vox 1529 tti"n�oft� Y4 I NOKOMIS, FL 3+274 FX. 2/2306 J.J. 3/2.&08 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 253/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X Q L( l+C3+4+03+1 13 1 -.--ANCHOR QUANTITY PER JAMB HEAD AND SIU. ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 25 3/4" max. -- (I--3' MIN. L_1 t 9" REF. - i O MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 1 26 3/4" MAX. { 1/2" TYP. IL-3" MIN. -k -- i ---k--- 1-1-kk-- .-1--- O X .,0 11111/„ 1 \\`` ,„014 LYNN 41/z i�//,, •'' LICENSE''. ,,p i *' No. 58705 '• * MTG. RAIL, TYP. F. -' EXAMPLE CLUSTER W/ QTY. OF (41 ANCHORS = a i a. CC w.w,. '.O '' 13113-4::/.40 TANCHORAGE SPACING, XOX (1/41/2-1/4) - -F'' PiORI0P ••' - ALUM. HONamOWW0t1TAL ROLLER WINDOW, IMPACT ' �'SS,/ONAL E�G�� NR710 I NTS 18+ 11 I � 4127-10 I E A MO 67055 P E. Visa* Boon ANCHOR QUANTITIES. XOX (113-1/3-1/3) WINDOWS GLASS TYPES A,B,G,H ANCHOR TYPE) 2.5 WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES WINDOW SIZE HEAD 6 SEL HEAD'6 SILL I HEAD 6 SILL ci HEAD & SEL HEAD & SILL 48.000 x 38.375 1+C2+1+C2+1 211+C2+1+C2+11211+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 48.000 1+C2+1+C2+1 3I1+C2+1+C2+1 3It+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 50.625 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 3 11+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 60.000 1+C2+1+02+1 311+C2+1+C2+1 311+C2+1+C2+11311+02+1+C2+1 311+C2+1+C2+1 83.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 311+C2+1+C2+1 311+C2+1+02+1 63.125x 38.375 1+C2+1+C2+1 2 1 1+C2+1+C2+1 211+C2+1+C2+11 211+C2+1+C2+1 2 1 1+C2+t+C2+1 48.000 1+C2+1+C2+1 3h1+C2+1+C2+1 3I1+C2+1+C2+1I3I1+C2+1+C2+1 311+C2+1+C2+1 50.625 1+C2+1+C2+1 311+C2+1+C2+1 311+02+1+02+11311+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+C2+/ 311+C2+1+C2+1 3 11+C2+1+C2+11 311+C2+1+C2+1 311+C2+1+C2+1 60.000 1+C2+1+02+1 311+C2+t+02+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 63.000 1+C2+1+C2+11311+02+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 60.000x 38.375 11+C2+1+C2+1 211+C2+1+C2+1 211+C2+1+C2+11 211+C2+1+C2+1 211+C2+1+C2+1, 48.000 1+C2+1+C2+1 311+C2+1+C2+1 3 1+C2+1+C2+11311+C2+1+C2+1 311+02+1+C2+1 50.825 1+C2+1+C2+1 31t+C2+1+C2+1 31+C2+1+C2+1I311+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+C2+1 311+02+1+02+1I 3 I 1+C2+1+C2+1 311+C2+1+C2+1 311+02+1+02+1 60.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+1 311+02+1+02+1 311+02+1+02+1 83.000 1+C2+1+C2+1 3 I 1+C2+1+C2+11 3 11+C2+1+C2+1 311+C3+1+03+1 311+C2+1+C2+1 66.000x 38.376 1+C2+1+C2+1 211+02+1+C2+11211+C2+1+C2+1 211+C2+1+02+11211+C2+1+C2+1 48.000 1+C2+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 311+02+1+02+1 50.625 1+C2+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 311+02+1+C2+1 60.000 1+C2+1+C2+1 311+C2+1+C2+11 3 11+C2+1+C2+1 311+C3+1+C3+1 311+C2+1+02+1 63.000 1+C2+1+C2+1 311+02+1+02+11311+C3+1+C3+1 311+C3+1+C3+1 311+C2+1+C2+1 74.000x 38.375 1+C2+1+C2+1 211+02+1+02+11211+C2+1+C2+1 211+C2+1+C2+1 211+C2+1+C2+1 48.000 1+C2+1+C2+1 311+C2+1+C2+11311+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+1 50.625 1+0+1+C2+1 311+C2+1+C2+113I1+C2+1+C2+11311+C2+1+C2+1 311+02+1+02+1 54.000 1+C2+1+C2+1 3I1+C2+1+C2+11311.C2+1+C2+1 311+02+1+C2+1 311+C2+1+C2+11 60.000 1+C2+1+C2+1 3 11+C2+1+C2+11 3 11+C3+1+C3+11 3 11+C3+1+C3+ 1 311+C2+1+02+1 63.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C3+1+C3+11311+C3+1+C3+1 311+C2+1+C2+1 84.000x 38.375 1+C2+1+C2+1 211+02+1+02+1 2 11+C2+1+C2+11 211+C2+1+C2+1 311+C2+1+C2+1 48.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 31 1+C2+1+C2+1 311+C2+1+C2+1 50.625 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 311+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+C2+1 311+C2+1+C2+1 3 11+C3+1+C3+11 311+C3+1+C3+1 311+C2+1+C2+1 60.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C3+1+C3+1 311+C3+1+C3+1 411+C3+1+C3+1 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 311+C3+1+C3+1'311+03+1+03+1 411+C3+1+C3+1 88.437x38.375 1+C2+1+C2+1 211+02+1+02+1 211+C2+1+C2+11 211+C2+1+C2+1 311+C2+1+C2+1 48.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 3 11+C2+1+C2+1 311+C2+1+C2+1 50.625 1+C2+1+C2+1 311+C2+1+C2+1 311+C2+1+C2+11 3 11+C2+1+C2+1 311+C2+1+C2+1 54.000 1+C2+1+02+1 311+C2+1+C2+1 311+C3+1+C3+11311+C3+1+C3+1 311+C2+1+C2+1 60.000 1+C2+1+C2+1 311+C2+1+C2+1 311+C3+1+C3+11311+C3+1+03+1 4 1+1+C3+1+C3+1 63.000 1+C3+1+C3+1 311+02+1+C2+1 311+C3+1+C3+1I311+C3+1+C3+1 411+C3+1+C3+1' .a,rex Ube 10100* J.J. 1017/11 E NOCHANGE TNI$SHEET ,M"'' °"r ~did 1070 TECHNOLOGY J.R. 620711 D ADDED10 CAP TO BE TEMPERED Q ',SOFT NOTE. NOKOMIS. FL 34 MIAOW* COW FJG 4/16/07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Orr, Id ore arrrlix Orr FJG 2/2&06 J.J. 3/23AM TABLE 5 GLASS TYPES C,D,E,F,I,J,K, L 2,3. WOOD 2. CONC 1, CONC ZONES ZONES ZONES co HEAD 8 SILL 2 1+C2+1+C2+1 2 311+C2+1+C2+1 3 311+02+1+02+1 3 311+C2+1+C2+1 3 311+C2+1+C2+1 3 311+C3+1+C3+1 3 211+02+1+C2+1i 2 3 I 1+C2+1+C2+11 3 3 11+C2+1+C2+11 3 311+C2+1+C2+113 311+03+1+C3+113 3 I 1+C3+1+C3+1I 3 211+C2+1+C2+112 3+1+02+1+02+113 311+C2+1+C2+1+3 311+C3+1+C3+1 3 311♦C3+1+03+1 3 311+q+1+C3+1 3 211+C2+1+C2+1 2 311+C2+1+C2+1 3 311+03+1+03+1 3 311+03+1+03+1 3 311+C3+1+C3+1 3 311+03+1+C3+1 3 211+C2+1+C2+1 2 311+C3+1+03+1 3 311+C3+1+03+1 3 311+03+1+C3+1 3 311+C3+1+C3+1 3 3I1+C3+1+C3+1 3 211+C2+1+C2+1 2 311+03+1+03+113 311+03+1+C3+113 311+03+1+C3+1�3 311*03+1+C3+1 3 311+C4+1+C4+1 4 211+C2+1+C2+1 2 311+03+1+C3+1 3 311+C3+1+C3+1 3 311+03+1+C3+1 3 311+04+1+04+1 4 311+C4+1+C4+1 4 ORME 275 P.O. SQX 1529 NOKOMIS. FL 31774 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION 1N THE HVHZ ABOVE 30 B. 5/18" LAMI - (1/8" A,.090,1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/18" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/18" A,.090, 3/18" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3/18" A..090, 3/18" HS) F. 7/16" LAMI - (3/18" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.). 5/16" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.000,1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16• A (MIN.), 5/16" OR 3/8" SPACE, 5/18" LAMI - (V8" A,.090, 1/8" HS) I. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8"118,.090, 1/8"115) J. 13/16" LAMI 113 -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16"A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.). 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090. 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X 0 X I1+C3+1+03+11 3 I. -ANCHOR QUANTITY PER JAMB IHEAD AND SILL ANCHOR 011ANTMES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. MIN 9" REF. X O X 7 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9" REF. 1 25 3/4" MAX. 1 1/2" TYP. I--3" MIN. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS .,111111117,, LYNN• ' * ' No. 58705 •* STA pDF ,?SO ., 2 PANCHORAGE SPACING. XOX (1/3-1/3-1/3) :�(C�S'•.!YORIOP.•''G\?: -T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '7S'ONAL IE y Beam r w.Inrr I 18 11 1 Owed Me 4127 10 I E A. LYNN•NN . P E. ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE, 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+ 1 1+C2+1 1+C2+1 1+C2+1 1+C3+1 1+C3+1 od ggod ods -, Qeti 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 11+03+1 3 1+03+1 NOTES: 1. ANCHOR TYPES: 1 -1(4" ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX 3.612 STEEL SCREWS (G5) N yy 2. GLASS TYPES: op Dp A. 8/16" LAMI - (1/8' A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 i w U) y to % B. 5/16" LAMI - (118" A,.000. 1(8 HB) FT, GLASS TYPES G - L SHALL HAVE A e6 i 67 ' C. 5/16' LAMI - (1/8" HS,.090,1/6 HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 2 1+C2+1 2 1+C2+1 2 D. 7118" LAMI - (3116" A .090, 3118' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3/16' A,.000, 3/18" HS) 3 1+02+1 3 1+C2+1 3 F. 7/16" LAMI - (3116" HS,.000, 3118" HS) 3 1+C2+1 3 1+C2+1 3 G. 13/16' LAMI IG - 1/8" OR 3/18" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" A) 11.13116" LAMI 1G - 1/8" OR 3/18" A (MIN.), 5/18' OR 3/8' SPACE, 5/16' LAMI - or A,.090, 1/8' HS) 3 1+C2+1 3 1+C2+1 3 I. 13/16" LAMI IG -1/6" OR 3118" A (MIN.), 5115" OR 318' SPACE, 5118" LAMI - (1/8" HS,.090, 1/8" HS) 3 1+C2+1 3 1+C3+1 3 J. 13/18" LAMI 10 - 1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3118' A) K. 13/16" LAMI IG - 1/8" OR 3/18' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18" A,.090, 3/16" HS) 3 1+C2+1 3 1+03+1 3 L. 13/16' LAMI 10 - 1/6" OR 3/16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" HS,.090, 3116" HS) 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 1+C2+1 3 1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 1+C2+1 3 1+C3+1 3 3 1+02+1 3 1+C3+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 3/4" MAX. FROM CORNERS. 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 12+C3+1 13 1 -----ANCHOR QUANTITY PER JAMB H ADt talO NTITIES CL CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+1 2 1+02+1 2 11+02+1 2 1+C2+1 2 1+02+11 2 1+C2+1 2 1+C2+1 3 1 1+C2+1 3 11+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 1+C2+1 3 1 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1 1+C2+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+03+1 3 1+C3+1 4 1 1+02+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+03+1 3 1+C4+1 3 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+03+1 3 1+C2+1 3 2+03+2 3 1+C3+1 4 1+02+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+0+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+0+1 3 2+C4+2 4 2+C2+2 3 11+02+1 2 3 2+02+2 3 1+C2+1 2 2+02+2 3 2+C2+2 4 1+C2+1 12+C2+2 3 2+C3+2 3 2+C2+2 4 1+02+1 3 2+03+2 3 2+C3+2 4 11+C2+1 3 2+C3+21 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+03+2 4 11+C2+1 3 2+C3+2 412+C3+21 4 1+C2+1 3 12+03+2 4 2+C3+2 4 11+C3+1 3 2+C4+2 4 2+03+2! 4 1+03+1 3 1i1+C4+2 4 1+C3+1 4 11+C3+1 3 2+C4+2 4 +C3+2 4 I1+C3+1 3 2+C4+2 4 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C3+2 4 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 12+C3+2 4 2+03+2 4 12+C2+2 3 1�2+C3+2 4 2+C3+2 4 2+03+2 3 °3+C4+2 4 2+C3+2 4 12+C3+2 3 +C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+03+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+04+2 5 , * * J.J. 10717,11E E 44" 63811 0 FX 41437 CITABLE,/70348ELECTVALUESDUETOANCHORCAP.ADJ F.K. 200100 J.J. 82316 110 CFMNGE THIS SHEET AMMO M3 CAP 708E TEMPERED O+3QFTNOTE. 1070 TECHNOLOGY DRIVE NOKOMIS. 861276 P.O. SQX 1629 NOKOMIS. M.34271 (3' MIN. O.C. ANCHOR SPACING) 16 3/4" MAx --1 I--3• MIN. 9" REF. X Q 1 • MTG. RAIL -- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 118 3/4" MAX. 11rz• TVP (^�3" MIN. 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED Bui�y htlrPlaN9 Coda AueplMla No ' Date Mimi Dodo Pro 1 _11111111,,,. aON( LYNN 4e'�i�i VICENSF''•. * ' No.58705 • ��O• ' STA a *�� •lfj4:: TANCHORAGE SPACING, OX AND XO WINDOWS • Ur i C.C,,9 •. (3a.oP 0 • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ',,, NAt 1� HIVID I NTS 10 • 11 I��4127-10 I E ti11.41441111Z.e MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK. NOTE 3 1 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS Moo 1 /4' MAX —.- SHIM WOOD 1, ANCHOR, NOTE 2 1 3/8" MIN. 114 2x WOOD BUCK, NO CONCRETE ANCHOR, NOTE 1 DE IL E NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 1 3/8' MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. /X.MAX. J SHIM 114' MAX. SHIM 1 114" MIN. (1.5 KS! CMU) I I • OR TE 1 TYPICAL FLANGE FRAME JAMB SECTIONS • ,• NOTE 1 I 1- '1 13/4" M MIN. 3.4 KSI J ".. CONCRETE DETAIL C 1/4" MAX. SHIM 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH 812 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083.75 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. CRETE) EXTERIOR INTERIOR H & SILL DETAILS A, B, C, D, & H) 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL 0 TYPICAL FLANGE FRAME SILL SECTIONS maw re Dor Arrow J.J 10117/11 E NOCHANOE 771/8 SHEET mower. e"K RIM4C .RR MI D NO wowge DAC.rrrm� FK 41587 C AOD I.F. FR/ wlwgr wr, ra.a.rge ow, F.K 2f2&V6 J.J. 3183106 cilkItUltteit ClJ07Eb TO iE '114 ��»CL (N13—>SEE NAILING '' ---- SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) 17tODOCTRBVISIID o soinplyies with the Rodd* WINN{ We Aeceseinee No . 04. fige ett II AAAI, _ SEE NAILING ���OIv LYNN 4 'O,,, ,..tGENBE'••..Q * No. 58705 • �I1 A. LYIM MILLERtP.E. P.E.J 66105 DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS omrew• ORME ANCHORAGE DETAILS NoKomis, FL 342013 EIQX 1520 --. ALUM. HOR15)&.- ROLLER WINDOW, IMPACT NOKOMIS. FL 0174 "46Bit.ry tem I Hall 11 + 11 I"""4127-10 11 muilail DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable niles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the 1 ft v- 1.4k2k MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 ww.miamidade.gov/economy urricane one. DESCRIPTI : Series "PW -701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL : _ to I NT: Drawin • No. MD -720-820, titled "Series Fixed Window In • tion Guidelines", sheets 01 through 10 of 10, dated 07/14/0 wit i t e a es revision • ate s 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date inay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the inanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasco) , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FM -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascoi P . Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 0 G • n w IX 7 W W zw z rK 0' 0 1 ^'N LNN r'fa 1 ISI 1.OZ8-OZL-OI1 to l OL dO 1 RI SIN Ivl OZL Md ``\‘`t++l�l3 /1/ IXSMOSON P� NOI1VA313 s S31ON 1VH3N3O 1 E1.21/4 RI S3NI1301f10 NOIIV,IVISNI MOONIM 03XId = =w _ $ =zz '9 2 or Z= �• 0. Z 0091-084-{ 146) PLZ4E ld 'SIINONON 6ZS1 XOS '0 d 5LZ4E ld '30IN3A'N 3AINCI AJO10NH031OLO1 t6g_ f W 1-. 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N/Jti, a Eb2ll4 I;I S3NIl3OIfE NOUNTIVISNI MOONIM 03XId _ Z:0 o •, , = ^.� —w 0091-08962:874µ1 -(4'6) g5•(1v 00 1.2i30 Z a yLZ4E ld ' X09 'O'N a2y. ..................... //,,,17,11 o4i?,\\ SLZPS ld'30IN3A -N 3AP:10 A0OIONH031 OLOI z 0 2O O w Z N m O FVS O) w (u) O0!S PWS Window Design Pressure (+1-, psi) for Glass Type 3 g$$$$$$$$>a` m 1^••Y$ $$$$ ±'r $$Y$ $ ,.,$$$ $$Sg$$$$$ iNg $$$$$'q$$$$$$$$$ .. O 9 x ANON Y m m S N 4 53 =6 Nm t7 m�0 (4) WS 1.4s TABLE 4: 67.718 30 32 34 38 40 42 44 48 48 50 52 N 56 58 60 62 84 86 67-718 ./-80 080 0.80 4.80 .180 •/-80 ./.80 .780 .1-80 4.80 0.80 080 0410 0-80 .180 72 +40 .1.80 4.80 0.80 +1.80 0.80 080 0.80 +180 480 4.80 .7-80 .1.80 +180 +780 +1.80 480 76 I 86-- 4804-80 4-80 .1.80 H80 0.80 1 4.80 +/.80 0.80 0-80 4.80 480 480 .1.80 4.80 480 4.80 .180 0.80 4.79.3 84 +/•80 .7.80 0.80 88 +f•80 460 +180 92 0.80 .1410 0-80 +7.80 +180 •1.80 .180 4-80 +7.80 ./.80 .1-80 .1-80 4-80 .1-80 080 +180 480 .180 ./.80 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Loran Side (n) 96 100 104 109.112 117 118 ./-80 .�7" 480 080 +1410 ./-80 480 .i -0o .1.80 .1410 4-80 ./.80 4.80 ./80 0410 +180 480 480 0.80 0-80 040 080 0-80 0-80 ./.80 ./80 ./-80 ./410 0.80 0.80 0.80 .180 .780 .1.80 .1.60 .740 .1.80 0-80 480 .1-80 +1.80 0-80 ./-80 080 0.80 .740__ .1 0 __ .780 480 480 4.80 0.80 480 480 0-70-1 .1.80 .1.78.6 ./•79.1 .1.80 4-80 0.80 080 .180 .7.80 180 120 ./•80 •/-80 124 128 +%80 4.90 4-66 .7 0 +/.80 0.80 0.80 0.80 080 480 132 138 140 144 .480 .730 480 0.88 -- 480 ./80 480 .180 .1.80 .180 4 - NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711W LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 0 11.7/8 0.C. MAX. j--.090' PVB INTERLAYER 3/16° HEAT "-STRENGTHENED GLASS GLASS BITE EXTERIOR a GLASS TYPE 2 NOM. GLASS STACK - 7116*LAMINATED GLASS STACK 3/16' TEMPERED GLASS - e"2* -3116' HEAT STRENGTHENED GLASS w 3/16' HEAT STRENGTHENED GLASS 7116' AIR SPACE - -_ USED AT CURVED FRAME MEMBERS ONLY Q 11-7/W 0.C. MAX PVB INTERLAYER GLASS BITE EXTERIOR a 22 21 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE SHORT SIDE F. 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RR Firr RIR R 444 SRR 444 $ RIR $$ $ AAA $ $ $ R $ $ F2 fJ $$ R $ $ R� RR $ Ada $$$ $ $ $$ $ R $ $ $ $ $ RR $ bi $ $$ $ $ 0 aN $ • RRRRRRRoREI ggli. g""ijm AR AARRRRR RRRR' agg gtt RR • $A RR .RRRR $$I$$$$ RRRRF. &$$$ AA Rt RRRRRRR RRRRRRg RRRRAIR RRR RRRRRRRRR RRRRRR $$$$$$ RAR $$$ RRARRRARRAR $$$$$$$$ (aJ OP IS Va+s W O W 0y 3/16• co a 3/16' HEAT STRE INSTALLATION TYPE A 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2 THIS SHEET EMBEDMENT WINDOW BUCK HEIGHT TIP•TO•TIP WINDOW HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2 -3/4' 1M' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8' O.C. MAX. EDGE DISTANCE 1 INSTALLATION TYPE C EMBEDMENT 1/4' MAX SHIM INSTALLATION TYPE B IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHE TYP. ANCHOR TYPE, EMBEDMENT ANO -- EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET • CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. 3-1M— =' 812 STEEL SELF -DRILLING SMS (05). SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 1/4' MAX SHIM INSTALLATION i-- ED TYPE B DISTANCE VERTICAL SECTION B -B i EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET D BUCKSTRIP, E 2. THIS SHEET RETE PER OR UIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: EXTERIOR EMBEDMENT EDGE DISTANCE —I - l'1 I1 le".‘ 0.\ \ 4j,1\7'‘'"47'‘." \". __ VISIBLE LIGHT MOTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH - - TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A TABLE 8: Anchor 112 or 81441088 Screw 812 or 814 Steal Screw (05) 1/4' 410 SS CreleFlex 1/4' Steel Utracon 5/16' Steel UBmcon Substrata P.1. Southern Pine (8(9.0.5b) Aluminum, B 63-T5 min. A98 Steel Sleet Stud. Or. 33 min. P.T. Sou0lem Pine (80=0.88) Aluminum, m, 6063.75 min. A38 Steel Steel Stud, Or. 33 min. Ungraded CMU, (ASTM C-00) Concrete (min. 3.35 kap 1' Concrete (min. 2.85 kith Concrete (min. 2.85 hal) Ungrouted CMU, (ASTM CAO) Grouted CMU. fABTM C-80) commie (min. 3.5 Kell I Grouted CMU, (ASTM) • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Min. Edge Diatoms 6/16' Sit 318' 3/e' W16' 3/8' 3/8' 3/8' 2-1/2- 1' -1/T 1' 2-1/7 2.1/2' ave 1.1/4' 2-1/2' CONCRETE/CMU PER ANCHOR REQUIREMENT MN. Embedment Mex O.C. Sgating 14/8' ')2s o.66S' • i2• OA59• , 12' 0.045'Si8 Get • 12' 1-3/8' 12" 0.063' • 12' 0.063' • 12' 0.045'11801)• 12' 1-1/4' 1? 1-314' 12' 1-3/4' 12' 1.318• 12' 1.1/4' 1T 1-3/4' 12' 1-3/4' 12' 1.3/4' 12' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS '2X" ARE 1-1/T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO 8E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT RENEWED r oomplylug with the Florida Building CoddSUZ• C Acceptance No 81,06,11,D=10f 12.0 Cads ads]Product Control ..• c0 2 ',1ioa O N tocc hP! m• X Wd D. Z 3 O o- 5 o 4 z O N P »ev5 1- N Z Z .i., U -I RE x 5 a LL LL WILL •as+0 uWm.S oNl 1YNW Af/fez. .a�.•' ,10ENSB '• 'p . * No. 58705 • •13•(A 71'13 STA E CF //Ns) •SON.'• A. LYNN MILLER. PE P.E.B 58705 N3i 2 i ,a t wa r Na If' L'OZ8-OZL aW I 106 d0 L III SIN I$I OOZL Md `\�\�\•, a �/,, INSMOSOZI rI�;I NOLLMlV1SNI O3YI11l03 - ��� �P,.•••' ." --- /0 £1.21/4 Iii S3NII301f1O NOLLHIIY.LSNI MOONIM a3X1d �z42 o : .4, ^: � : w sg �t6c:. J. i - ..:.y i0091.-084-1.46) 98ZBZX 141.11V d0.11130 i It 3t0: z - o 41.24£ ld'SIWONON 0 ='' Z yz'`(�Fa 6251. XO8'O'd ''y ' 'd OLZ4£1d•30IN3A'N , . Fc`0``• 3A180 AOO1ONH031 OLOL HHHHHHHHHHH b• H HHH'vH N • • N N (4 .1 ;. Ec •J:YY!!YB� n eis mon a0g E EEO m EE<3ii,133;:18525 I 1 nS.E 3a'� °D`EEt$$t$11 a 'S �< �Fa '618 IS o a n o o o 2 412 or 414 410 SS Strew /11/11!IIII\\\\ 1. USE ONLY ANCHORS LISTED 014 THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. d I w � Sgt gZ S 1 � ° } '1m W �o °loosu < o 6 2 o 2 PI,- o w lU20 J .cia 2 Y Z g 7 0 1U Q K CO m as i W W do i p x f i s'6^y7 qy 0 WHO K y0 W p 3 y LL co W 00 W H 1L2I-O Oms w 0Zit W O We- 18 �1! QZ W $O Wvsl Z OF'0 W . hoz z mj4s < 0 161 <g 5 A 0=� i f a F r I� W aZ= ass- LLF )4i 6 2 N.1119; WUZ O F r! NO FF, W g W 8 W W d W ? W y g K K= m us `_ =ZaW IOi� Sm • 2 L W � Zv, m W ` f O Iw U./ } H H COI Z! 0 0 W A W o5) •5:1gSo1Zmn ® , iCFA, — f O co 2 W TYP. ANCHOR TYPE, EMBEOMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE I EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT" WINDOW BUCK HEIGHT - 2.3/4" USED AT CURVED FRAME MEMBERS ONLY 1) 11-7/8" O.C. MAX. 114' MAX SHIM EDGE DISTANCE EMBEDMENT INSTALLATION TYPE J 1/4' MAX SHIM 2X WOOD BUCKSTRIP v^ OR FRAMING, SEE NOTE 2, THIS SHEET 1/4' MAX. SHIM - -e INSTALLATION TYPE L 110 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 1/4' MAX SHIM INSTALLATION TYPE J �-+— EMBEDMENT EDGE DISTANCE EXTERIOR MIAMI.DADE APPROVED MUUW N (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THI8 SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VISIBLE LIGHT WIDTH = WINOOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH EDGE DISTANCE INSTALLATION TYPE K - l (1101. la11. 2X WOOD BUCKSTRIP I OR FRAMING, SEE NOTE 2, THIS SHEET HORIZONTAL SECTION E -E TABLE 10: Anchor Substrate 2.1/2' x .113" Box Nell 2.1/2" x .131" Common Nell 2.1/2" x .145 Rooln0 Nell 810 x 1' Steel Screw' P.T. Scudwm Pine (SG=0.85) P.T. Southern Plne (SG=0.65) P.T. Southern Plne (50.0.55) P.T. Southern Plne fSG•0.55) 0.093" Aluminum, 6063-76 min. 1/16" A36 Steel 0.045' (18 Gal Steal Stud. Gr. 33 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EMBEDMENT -- L EXTERIOR Mln. Edge Mex. O.C. Distance Sestina. 6/15 6' 3/8" 5 3/8' S 1/2" 5 5/15 5 5/15 5 5/16" 5 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1.12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT' RENEWED r mmply(xg with the Florida Building Code n Aeceptwuro No S(0». aft: I ami DUI 017 Wni Dade Product ConMdr--,,, 0> o Z0 LL ui ? O Z TAG 0 LL 0 co N?4S O 0 Z .a.( aro"s0 RRs N.-.1 Z as EL - :WOO _ WOO cauaS, INSTALLATION TYPE M 2X WOOD BUCKSTRIP EDGE — OR FRAMING. SEE DISTANCE 111 FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. NOTE 2, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE UGHT HEIGHT. WINDOW BUCK HEIGHT - 2 -3/4' EMBEDMENT L1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EDGE DISTANCE USED AT CURVED FRAME MEMBERS ONLY BD 11-718' O.C. MAX. EMBEDMENT 1/4' MAX SHIM _ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. CONCRETE/CMU PER ANCHOR REQUIREMENT zz INSTALLATION TYPE O I FOR THIS INSTALLATION • METHOD ONLY, ANCHORS MAY BE NO • • MORE THAN 6' O.C. 812 STEEL SELF-DRILUNG SMS (05), SEE TABLE 10. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET f - l/4' MAX SHIM INSTALLATION TYPE N EMBEDMENT EDGE DISTANCE VERTICAL SECTION H -H EXTERIOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE N IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH • WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: Anchor 012 or 014 410 SS Screw 012 or 614 Steel Screw (G5) 1/4' 410 SS CreteFlex 1/4' Steel Ugracon 5/18' Steel Ugracon --+� – EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT Substrate Min. Edge Mln. Embedment Max. O.C. Distance Spacing P.T. Southern Pine WG.0.55) 9/16' 1-318' 6' Aluminum 6063-T5 min. 3/6' 0.063' • 8' A36 Steel 3/6' 0.067 • 0' - 0.045'(18 Gs1• 6' P.T.South.m Pine (SG -0.55) 9/18' Aluminum. 6063.75 min 3/6• A36 Steel 3/8' Steel Stud. O. 33 min. 3/6' Unorouted CMU. (ASTM C-90) 2-U7 Concrete (met. 3.35 kel) 1' I Concrete (min. 2.65 ketl 1' Concrete Jmin 2.85 kelt 2.1/7 Urirouted CMU, (AS1M C.90) 2.117 I Grouted CMU. )ASTM C401 2-117 1 Conorstepin. 3.5 kelt I 1-1/4" I Gmuled CMU. (18114 C-901 I 2-1/7 • MIN. OF 3 THREADS BEYOND THE METAL. SUBSTRATE. 1.3/6' 0.063' • 0.067 • 0.045" (18 Gal• 1-1/4' 14/4• 14/4• 14/8' 1-1R' 1-3/4' 14/4' 1-3/4' 6' 6• e• 6' 17 1r 12' 17 12' 12' 17 17 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTEO ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEO AS •2X' ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCE RENEWED M complying with the Florida Building Code �3 Acceptance No; Dade Product uct Cont ol. X720 3 5 0 ii ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME TABLE 12: Item POT Part# Description 1 4263C Flanged Frame 2 4285 Equal -leg Frame 3 4258 Integral Fin Frame 4 4265 7/16" Laml. Glass Beading 6 4254 I.G. Glass Bearing 6a 4270 installation Fastener Cana 8b 4224 Installation Fastener Corer 10 70589C Gasket (at 90' corner jdnts) 11 TP247/8 Vinyl Bulb Weatherstrip 13 Dow 899, GE 7700 Mono a Equal. 20 71662K Setting Block, Mono. 3116" x 7/16" x 4" 21 71704AK Setting Block, I.G. 3/16" x 1-3/32' x 4" 22 CURAK716 7/16' DumSsel Spacer 29 #8 x 1-114" FH SMS 30 781PQX 88 x 1" Quad PH SMS ANGLED/CURVED FRAME ASSEMBLY Material ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Alum. 6083.76 Alum. 806345 Alum. 606376 Alum. 6083-T6 Alum. 606346 Alum. 8063-T5 Rigid PVC Pdyethylene Flex PVC, Duro. 65 +1-1 Neoprene, Duro. 85 +/-1 Neoprene, Duro. 85 +/-1 Stainless Steel Stainless Steel 1.875" 1.000' I 500' f �.._ ._ 2.761' - .084' — I..-- .074' .878" .438' f FLANGE FRAME #4253C, 6063-15 yr 067 1 .970' r V 1F'• .050' 7 16" LAMI ()GLASS BEADING #4255, 6083-T5 1.375' 1 ANOLEO/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784' .094' .074' .062" .Seo': U1' 1 T OEQUAL -LEG FRAME #4285, 6063-T5 .876'— 1 .348' 050" I.G. GLASS 5 BEADING #4254, 8083-T5 3 FIN FRAME #4256, 6083-T5 —►{ 1.037" .050' INSTALLATION ria FASTENER COVER #4270, 6083-T5 .06r PRODUCT RENEWED - complying rrilh the Flork• Uu11Ji,�r Code _ Acceptance No Expiraeed Date fly " Mimi Dade MON C.l mate re a (7 N r OA A J ..1 p1 z— N U OUxy W m O O • Y oz a•z oar O LL •nu ���nNVILYNN 0•' \CENSE .•.4)P * ' NO. 58705 -o (1 USIONS AND CORNERS O 'WOO 6e110S DMO O_ u- O 0 loan No RR 1 (I/3 \. STATE of .'•.,aLORtOP.••'G�/1-111111140 A. LYNN MILLER, P.E. P.E.a 58705 CITY OF P Date Received: 5/1 Lot: Bloc Job Address: 6207 NW Work Description: IMPA Contractor: MONSTER CONSTRUCTION DEPARTMENT ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL KLAND BUILDING DEPARTMENT 954-753-5447 14 Permit Number: BLDG1405-0120 Subdivision: PINETREE ESTATES 2 WAY T WINDOWS & SLIDERS Phone: 5612437970 Date Denie ' Date Approved Initials MIAMI•DADE Ltainti DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirem ' : i e building code. This product is approved as described her ' _olnply with the_F,or : uilding MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m1nmi d ade.eov/economv Code, including the Hi DESCRIPT APPROV. ity Hurricane Zone. : Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. CUMENT: Draw mum u e Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a pernzanent label with the manufacture's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tertninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E—1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMII•DADE COUNTY ia'ri:d11�I�I N Expiration Date: May 26, 2016 Approval Date: October 31, 2013 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) E-1 • Jaime D. Gasco�h, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. Jaime D. Gascdn, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 24 OPENING WIDTH FOR VERTICAI. MULL SEE DETAILS AZ.MA1; SHEETS 2-3 7\ / I \ 7 VNGT. MLLL LENGTH /./ l\ II /SEE DETAILS HORIZONTAL �— MOAN;I-- SHEETS 24 MULL LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLh--OPENING WIDTH 'i LENGTH .. OPENING 1-- "� 1 ..-� OPENING HEIGHT ARCHES TO BE INSCRIBED INSIOE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 24 OPE 11110 HEI HT FOR HORIZONTAL SEE DETMLE, ML.L SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. - 1--HORIZ. MULL LENGTH---) MULL / LENGTH / NORM ` / r VERT. MULL / MULL LENGTH HEIGHT FOR GENERAL NOTES; 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHOR$ IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS TREE -FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES ANO ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SINGLE MULLION SINGLE MULLION _'\ SEE CORRESPONDING DETALS FROM FIGURE 1 ABOVE. �� -- - OPENING DTH L WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE.? STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRI/NGULAR/TRAPEZOIDAL". GENERAL NOTES..........._._._._._.. 1 INSTRUCTIONS.__._......_...._._._... 1 ELEVATIONS..-...__....._._._._._._.. 1 MILL TO IX 8 MASONRY . 2 MULL TO STEEL STUD..........__.._. 3 MULL TO MULL_'. 3 ANCHOR SPECS..........._...._..._. 3 BAY WALL INSTALLATION 4 1 X 2 X .126 MULL SPECS..._._5 1 X 2 X .376 MULL SPECS-. ..... 1 X 2.76 X.376 MULL SPECS.. 7 1 x2.75 X.86 MULL 8 1 X 3.126 X .500 MULL SPECS S 1 X 4 X.126 MULL SPECS. 10 1 X 4 X.376 TUBE MULLSPECS11 1 X4X.376 "T• MULL SPECS.-- it 1.26 X 3.188 X .286 MULL SPECS12 2 X 4 X .26 MULL SPECS ..... 13 2 X 6 X.26 MULL SPECS 14 1.28 X 2.11 X .126 MULL SPECS18 30' X 3.26 BAY MULL SPECS....._18 46' X 3.25 BAY MULL SPECS.__._ 17 MULLION 8 CLIP DIMENSIONS.._. 18-20 EXAMPLES 18 2_....._._..._._._._21 LOADING EXAMPLES..._.__.__.._22 4) FIND THE CHOSEN MULLION'S MULLION CAPAIQIT'( (LBSIFVI FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPLNING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (BS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FPI FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY f LBSI, TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FPIOBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYILBSIFT'1, OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. le° b 6 O w • O ! I,_ ! co • O2 ra err- Lu rr- W• W N N IL 0 0 <00 v1 PRODUCT REVISED M complying wills Ike Flolidu Building Code Acceptance No 4. Miami Dade ddr ad. -4-firfrl' odud Conim5 l`111L1111 11(// `S" 0Ny 1..:.T N[A, * i No. 58705 �O• STA .b )3\���` 'It/7110N- - fp 1Y A. LYNN MILLER, P.E. FL P.E.# 58705 e O 0 9 m om 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. :S31ON NOLLYT1Y1SNI M31A 1NON3 MIA INO2I3 I IMPACT -RESISTANT ALUMINUM TUBE MULLIONS I 1 INSTALLATION INSTRUCTIONS A N/A sob, N/A Diar I JJ ROSOWSKI 08/29/11 rrRtSOWSKI 07/15/13 awe 6300JR12 a 221 Chocked 4r: r-Wv.A NO CHANGES THIS SHEET 1070 TECHNOLOGY WWI N. NOC'E FL 34215 vaDOC ISM HMOS S R 31274 R CERT. of Aunts nue DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY iTHIS METHOD. EXTERIOR MILLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 10-108 EDGE DISTANCE FOR MASONRY ANCHORS EDGE DISTANCE FOR MASONRY ANCHORS TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18-108 a EMBEDMENT• MN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: EUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.108 EDGE .,_DISTANCE SEE TABLES MW 2.7 KSI CONCRETE OR CMU 18.108 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY ANO LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. --H --.126 MIN. VW- ES VARIES DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW /MULLION N1)OTES^ �LI EY gi MAY 8E INSTALLED IN'TEE' OR' CROSS' INTERSECTIONS. !1 6 T Q MI J ( -J 6I2STEEL SCREWS, 7 N SELF.RILLING OR PRE-0PoLL 2 ce MULLION AND USE BMS Qg w N `'' a co CO W -MULLION Z co (j O Z = / Z. 6 M_ g 1 I,�8 Q- 1n N 1-- a2'g6N 0 Ll igit el 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS. SHEETS 18-20 FOR CORRESPONDING MULLION. FRONT VIEW SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE ( ® 09 09I DISTANCE SEE TABLES I 18.108 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES /8.108 SEE SHEETS 18,20 FOR 004.5 LOCATIONS MULLION FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE. A 28 WOOD BACKER MUST USE0. ATTACHMENT BY OTHERS. USE W000 ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SIDE VIEW 0 PRODUCT REVISSD ® as complying with the Florida Beading Cods A �+.•.� Acuptlmu 140 1�J • v'=`R EKib n - F ® N41=10080 P ua Conlr 1 T00 SIDE VIEW EDGE DISTANCE SEE TABLES i&100 LLRIIIIII II,, ‘‘‘' NV LYNN Af/ 'to, 'l ,.•�10ENSF •, F.fR * ' No.58705 • STA IE5F '• ([/ A. L'444VMMICILeR, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) EXTERIOR SEE DETAILS A-E. SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH PX/'X.126' MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. / -MULLION 0 TIP. ANCHOR 'PER SUBSTRATE, SEE TABLES 18.118 MULLION TOP VIEW 0 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP. ANCHOR ER SUBSTRATE, SEE TABLES 128 OR 138 EXTERIOR <23 2'X6'X.1261 ANGLE CLIP, 2 PER MULLION ENO. MUST BE INSTALLED INSIDE OF MULL. 2• XIV ANGLE CLIP, 2 PER MULUON END. MUST BE INSTALLED INSIDE OF BAY MULL. N_TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16.106 INTO W000, STEEL. ALUM, CMU OR MASONRY STANDARD CUP TO BE MODIFIED INFIELD. EXTERIOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X.125' MULLION. 2) SEE TABLES 1B•10S FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INTO WOOD. STEEL, ALUM, CMU OR MASONRY /////////////, EDGE DISTANCE PER ANCHOR ) -E NOTES FOR INSTALLATION OPTION 0 8 H: O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 15.118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. `RODUCT�I the ULFlorida u complying 10 Odin Code Attep4MRe No DNQ Y MilOtiitd0 PRAWN Com0-1--, `a�NX LYNN 44 0,,�i 4 ..'\CENSE '•. P * / No. 58705 STATE OF ([/\ �' O'��S • •!`L ORIOP• •�G�� � A'L!YNOt1I�QI titE13,\P.E. FL P.E.# 58705 TABLE 1A 1 x2x.126 Alum. Tube Mullion 006. 426. 111.0 401 466. 74.9 312 54 6. 606 63 6. 666. 72 6. Mtn 70 6 TABLE 18 601' 761117660. 06169161/ 1711111069- 10669 L66n9 L..18 1 h 1 h 111111 11 129.5 332 032 408 110.5 325 03.0 256 02.4 312 73.4 262 50.823 6. 63.0 261 70.6 234 63.2 261 61.5 62.6 247 57.5 207 420 247 40.6 36.4 200 41.2 170 32.0 200 36.4 33.1 161 30.3 153 27.4 101 30.3 20.0 165 366 142 240 105 20.1 22.2 130 23.3 120 16.6 130 19.0 10.9 125 19.7 100 16.7 125 16.6 17.6 111 18.2 104 6001164: Anchor COp PatternsAnchor Type- Edge 12alarl6 (6.7 Embedment (6.y 2 Anchors 04.73• MIT O.0 / 818169.d ao9rel Cap (Fl9 17 4.6'0.0110 1-13• Min 0.C. 16.ndar (a 0640 COP (Flg. 27 4 Anoka 0 7 126. 0.C. / (2) 2x5 Angle C1p. / (F79 37 2 AncP O. C 0.45' A61i O:C. / UCIA Into 1111' A60. (779 47 1 Anchor / F-C11p(Flg 67 2 Anshan 01.15' Mot QC./ FC9p (FI9. (7 236 202 106 162 139 116 707 Mon Capacity Table Ebert) Opening Width (for venkalyapeMrg nnlfon6) or Opening HelOM (tor hw sonhilyeper7ilp maims) 701n 601n 901n 1006. 1201' Reclanvd61 71•916160 1600.0 109009 1h II R4etanp0al L00dOg 716/711eng. R4a161.90. '8.0170.9. Rea7na16.r 1(6/11160. R16661144 Leasing La.dn9 Loading Leading Laming _- Lofting 1111h1111111hjihihi1' if 31 1i if fl if 11 if fi if fi if 11 if 1406. 1606. Ttoeff let 71666116 116171/60 1066p L06dn9 1.669 1 hi 116 1 11 11 IIl 79.9 606 107.6 321 60.0 400 104.4 379 62.1 406 104.0 319 58.9 406 104.0 319 466 400 104.0 310 30.9 400 1040 319 35.0 409 161.0 319 - - - - - -- -- - -- ---- - --- 636 312 67.0 240 46.0 312 63.2 248 41.6 312 61.3 244 37.6 312 01.0 244 37.2 312 61.0 244 26.0 312 81.0 244 23.4 312 81.0 244 456 201 65.7 224 39.9 201 62.1 222 35.5 261 50.1 220 31.9 201 49.3 219 266 281 49.3 219 22.6 281 49.3 210 20.0 261 49.3 219 37.6 247 44.8 799 32.9 247 41.6 NM 29.2 247 39.4 194 280 247 34.4 193 21.9 247 36.1 103 16.6 247 30.1 103 10.4 241 36.1 193 27.4 200 31.6 163 24.0 200 20.0 100 213 200 21.1 1130 19.2 200 266 167 10.0 200 260 160 23.7 181 20..9 146 20.7 111 24.6 146 16.4 181 22.0 144 166 191 21.7 143 206 163 23.1 130 16.0 165 210 134 15.9 738 17.6 116 271 Canasta Anchor Capacity Table (609) 309 Can. 618' Eke Ullman 3-1/W 1' r 1.116 164416 27006 WA WA 78068. 64016 WA WA 67216 135104 WA WA 3718• Eta Ullman 174' Elea 18 0con r 14/4" 3.11'6 41010 7807. WA 19516 240 a6 2-117 14/4' 39016 7006. 7609» WA 19016 35016 14/4' 4506 WA 60010 WA 225166 WA 2.1/2' 14/4' 090166 WA 156010 WA 44516 WA 3/13• EI00labia. 2.1/2" 1.174' 26016 36016 560 Rs WA 14016 19016 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • II II •I • FIGURE 3: • • II II • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: II II • • • FIGURE 8: 1111••1 • TABLE NOTES: 11tlt0w CMU 174' Cleo lalra0on 1' 2.172 1-14' 1-1/4' 354166 74016 WA WA WA 70016 WA WA 17716 3700. WA WA Wad CMU P7Waq 1/4' SS Ela 6115 E100 1/4 88663 010&616 6126761 012(S06. A66r00Ma Unman A9ireGa. Saw (05) Bawl 035) scow (05) 2' 3.1/8• r 048• 068 0.324- 1.1/4' 324'1.1/4- 1.1/4' 7 1-313' 1-3i• (66 nate 4) 46810s 49110 11821. 32811. 42016 560 06 WA WA WA 65216 840164 112016 93316 0001. 2364 E1 69216 34016 1120 ore WA WA WA WA WA 71816 2341. 3321. 691 b 18316 210 as 200 to WA WA WA 326 a. 4201. 50016 ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP..... Natal ( ) X ,,,. %MULLION CAP.,..,,../ .ANCHOR USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-15 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000' I-- 7=227 2.0 .0' 7.126' 1- X 2' X .125' MULLION •RODUCT RAVISH() 6 60117piyulg xilh the FIaWa wilding Codo 70cep16nce No 6x07.6'0' D6a 2c j101-- -., Es TABLE 2A 1x20.375 Alum. Tubs Mualon 60111 R9ur9Y4r 7170/76470. 109699 L946p 1 h1 1 11 11111 001n Robbie, - T9170114976 104670 Lo46p 42 4 1740 920 1700 436 151.3 48 In 121.6 507 1390 419 101.4 60.626In 103.7 456 1146 379 994 54 N 864 400 93.3 336 71.2 601n 623 324 66.9 276 519 631n 63.8 294 67.4 262 44 8 _ 66 In 498 266 49.6 230 390 721n 390 225 37.9 196 30.0 Min 30.6 203 320 177 266 M 111 283 192 29.6 188 236 6061 10.5 144 10.0 126 164 96771 162 127 16.6 113 TABLE 2B Anchor Cap Patterns I 662 507 466 400 324 204 268 225 202 192 144 110.0 119.2 999 809 57.5 49.2 424 32.2 27.2 26.1 161 Mallon Capacity Table (Ib.Mt) Opening Width «07 ve/6ca0y-spamrp mU#one) or Opening H6'4ht (for l0Aa9ntety-apaMnp muttons) 701n 50 In R40408195 bpflaano. 44n2r5ulr ' TnpTMp 109099 Losing La46p (.89615 1 gI 9079 1004 1201n 0.071.9749r 114406970. 0465.71965.7 7600160 10060) 1.0,A0 L 0,170 1006779 104656 1 1 1 11 1 11 11 a 11 11 11 11 11 11 479 129.7 862 170.0 606 113.5 662 109.6 518 100.9 662 1889 617 909 410 88.9 507 108.7 403 760 607 1029 399 67.6 507 996 307 00.9 371 74.1 466 90.5 364 64.8 456 64.6 393 57.6 456 81.3 357 51.8 326 61.0 400 72.7 322 63.4 400 67.3 319 47.5 400 64.0 316 42 7 270 44.6 334 612 264 389 324 469 200 346 324 43.9 257 31.1 246 38.4 204 43.8 241 336 294 39.8 237 29.9 294 37.1 234 28.9 225 334 168 37.5 221 29.3 269 34.1 219 260 258 31.6 215 23.4 191 26.7 - 226 26.4 188 225 226 268 185 200 226 23.6 162 180 173 210 202 23.9 170 10.2 202 21.5 167 17.0 202 19.7 196 163 166 202 192 22.0 182 17.7 192 117 169 117 192 19.1 167 14.2 126 AnchorCepaclty Table (Ms) 00561r.7a 2.70 Cobb 3677 Caw Mum 3/18' Elan Unman 1/4' Eko Macon UU9aoin 3/16 Elco ta/9con 1 6690079,1199 (1•19 1• 2-1/7' r 2.1/7 34/0• J EbISM19m en)) 1.14• 1.354' 1-3/4" 13/4' 2' 2 Mahon 0 4.75 Mln 0.C. 1610..3x.5 of OM91 Cep (H9 1)J 39014 390104 451 to 89014 154414 4 M99om 0 1.16 MM. O.C. / 57994.65 (9014.7) C9p (F19 274 45014 700 b WA NIA _ - WA 4Anc#9, 0 T Min. 0 C. / (2)26 Anole bps/(F10. 3)J 71014 68014 2MOhOl, 00.45' Mh 0.0./U- o 6601/9' Num. (Flo 49 WA WA 1 Anchor / F-Clp (FI9. 671 105100 22514 I 2 Anchors 01.15' 0.170 0.8.7 F-016F-016WOW 17 24014 35014 WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 78014 WA 105b 1560 b WA 445156 WA 1666 661 0.A 922156 WA 1-1/P 27014 WA 64014 WA 136156 WA 2.1/7 1-1H 'm) to 360 6s 560156 WA 14014 19014 IIFIGURE 1: • FIGURE 3: • FIGURE 4: • • FIGURE 2: • II II • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 6: • TABLE NOTES: /Wow G&W 154' Elan LM 0ocn r 1.174• 35414 WA WA WA 177 b WA 2-1/6' bU4' /40 b WA 76014 0.A 370156 WA ( 062 507 456 400 324 294 2611 225 202 bp/tiara 104616 1401 Tmp/T69p Lobito 1669 617 76.7 882 1699 517 64.5 652 990 398 60 7 607 02 0 398 43.4 607 900 399 43.2 459 1 800 356 37.0 458 623 314 36.6 400 61.9 313 30.6 400 42 0 255 280 324 40.5 253 22 2 324 36.2 232 72.4 294 33.6 230 19.2 294 296 212 19.5 269 28.0 210 18.7 268 22.1 160 150 226 20.3 177 12.9 226 194 163 12 5 302 16.7 160 109 202 192 16.6 155 11.6 192 15 2 102 10.1 102 1689 99.0 90.0 61.9 406 517 396 366 313 253 1601. 0,01591750 Tr 9719018 10,19170 19,6116 111 II 11.11 J 667 380 324 267 195 662 1689 517 507 99.0 396 466 90.0 358 400 61.6 313 324 40.6 263 33.4 220 16.9 294 33.4 230 27.7 209 14.6 206 27.7 209 196 176 11.3 226 10.6 176 -- 16.0 169 9.6 202 189 158 14.4 150 6.9 192 14.2 160 F640 CMU PT bob 65941 1/4' 8SE790 6l16'E160 1/4.88 EIcu 01061665 6128465 912844 695.90419 ebb 035) Sub (G5) Screw (00 nog/ebb 089,680 T 3.156' 2' 0 46' 064' 6224' 1-165 459611 WA 91614 WA 23414 WA 5.1/4' 964 b WA 96010 WA 332 to WA 7 1.35• 1.16' (see n6554) 119281 7.1014 42050 61050 WA 63219 640b 112014 236419 652 b 94014 112014 WA WA WA 71850 591b 19314 2109* 28019 w3. 32814 42019 500 to ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,, (OP ) X ( CAP.,o,,,,,, ) ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-16 AND 8E A MINIMUM OF .126' THICK. STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000' I-- 1' X 2' X .376' MULLION PRODUCT REVISED 56 complying with the Florida Building Code A p4nu No B9n` nt'leco)49 Miem Product Coot ..%III II17,. N :0� LYNN • ' '�• CENSE • -13 • a(0 IS 6'3 ST TEO 'f/;;).;9/0...N.. s ss A. LtWIMMILLE , P.E. FL P.E.# 68705 No. 55705 TABLE 3A 102.768 .376 Alum. Tube Mullion Mullion Capaoly Table (Abdul') Opening WIdth (tor 1 10caly-opal99n g mullions) or Opening He'ght (lot Iodzontelyeperfirtp mime) 00 2 7010 00 h 9010 WON 1201n 140 h R.Ne.422/ 11M77642. IbolaVdr - TrirMnO. R.12164112 100/11240. 11001101911 24/26000. RsoU T1.p/11e111. 7.010409. Tra1/E1400. 11•46414212 716271141. Le.4,6 1.0606 LoM,6 1040/0 L..d,6 1.10179 1064019 1024,6 LO.dni 10041/11 ..15,6 14020 L0.126 1-0.801) 10e566 0004,6 I III I III IgA IgA II 111 1 _1 I_ III 1411 II III Igo 1111 II II Iit11fl11flII#l11# II#IItII11 II 11 II 11 II II II 1602 R.Nrg16r 00110141. 122 1700 620 170.0 436 170.0 714 170.0 478 170.0 03/1170.0 606 170.0 902 170.0 610 170.0 1116 170.0 621 170.0 1240 170.0 521 146.7 1301 170.0 621 127.5 1301 170.0 621 111.6 1301 I` 482 170.0 701 1700 624 170.0 650 170.0 684 170.0 902 170.0 630 170.0 1133 170.0 661 151.0 1136 170.0 677 130.6 1139 170.0 610 113.9 1130 170.0 690 07.5 1130 170.0 600 66.4 1130 50.0262 1700 747 170.0 563 170.0 806 170.0 631 167.6 1032 170.0 604 140.6 1032 170.0 723 130.6 1033 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 03.9 1032 1700 766 73.4 1032 541n 1700 797 1700 612 101.3 907 170.0 601 136.2 907 164.7 730 120.0 907 162.5 720 107.6 907 146.0 714 96.0 907 141.1 710 606 007 140.0 700 50,1 907 140.0 700 60.6 907 001n 141.1 733 151.6 625 117.6 735 130.3 611 100.0 735 116.0 509 40.2 735 106.2 690 70.4 735 90.5 583 70.6 736 95.1 676 60.6 730 91.8 671 60.4 735 61.8 574 44.1 736 632 121.9 666 1300 570 1510 666 111.5 557 87.0 606 000 647 100 668 00.1 630 67.7 606 03.9 631 00.9 600 79.6 526 600 686 70.0 621 430 660 75.6 521 30.1 606 1 862 100.0 607 112.4 512 01.3 007 901 611 75.7 807 40.0 601 60.2 007 77.1 493 60.0 607 71.5 106 53.0 607 07.6 481 44.2 607 Oto 476 37.9 607 62.7 474 33.1 607 35 7210 610 610 66.8 443 66.0 510 73.0 434C, 603 )510 04.3 428 61.0 610 57.0 419 45.4 610 63.3 413 40.8 610 50.0 400 34.0 610 45.9 402 20.2 610 44.4 300 20.0 610 76 h 090 150 72.6 400 67.0 460 07.7 392 40.0 430 54.1 305 43.4 468 40.0 370 30.0 450 44.6 373 34.7 456 41.6 360 260 450 37.7 362 24.0 460 36.0 369 21.7 458 36.7 360 78 N 61.2 136 01.0 307 63.6 435 00.0 373 46.9 436 49.0 306 40.1 435 44.7 360 35.7 436 40.9 355 32.1 436 301 361 264 436 40.4 314 22.9 435 32.0 341 20.1 436 32.2 340 9010 41.6 327 43.1 200 34.0 327 364 285 20.9 327 31.6 200 20.1 327 20.3 275 212 327 25.7 271 200 327 23.7 266 17.4 327 21.0 202 14.9 327 19.3 250 90 2 34.4 287 35.1 267 20.7 207 204 252 24.0 287 20.0 248 21.0 207 23.1 244 19.1 287 204 210 17.2 267 10.3 237 14.4 207 18.9 232 170.0 021 170.0 000 170.0 760 140.0 700 01.0 671 75..0 621 62.7 474 44.3 300 1002 242 227 24.7 205 202 227 200 201 17.3 227 16.0 100( 15.1 )212 100 106 111 10 22.3 215 22.7 104 100 216 19.1 101 16.0 215 100 106 1202 17.6 164 174 167 TABLE 38 Anchor Cep Patterns 08.5.16: 210 Conant* Mohs Typr 3/10" Elea 118010,0 Edo. Distance Ont Embedment On)' 2 Ana.. Q 4.76' Mk 0.0 /SI.n061 or Met Clip!" 1)] 4 Anchor. 0 1.15' 402. O.C. 15tardra (01 O06t) Cep (Fla. 27 4 Anthers 0 3" M* O.C. 7 (2)2.5 A,61. Cape 7 (Pipe 33 2 0.0.100 0 0.45" MN O.C. / UC140 Into 106 A6nn 018 4}l 1314. 390106 400 0.s 700106 WA 1 Mthot / FC6p (Fla 6): 195106 2 Anchors 01.16' M0. O.C/ FC6p (FI0 63 2401. Anchor Capacity Table (lbs) 369 Cas 6/18" Elco 1110..,, 24/2' 3-150' 1' 13/4• 7 1-1/4" 00002 1044 b 2701. WA WA WA 15001. 1690140 591106 WA WA WA 44510. 071106 13000 174' Elco Unman 2.112' 1• 1.24" 1.54" 390140 420106 7000.. WA 7000.0 6400. WA WA 19510, 22551 3501. WA NM' E0.o 1301000 2-11'1 1-174' 20010. 300106 000400 WA 140100 thaw C AU 114" Elea Ullman 114"88 Ego 0016 E100 4641.0.600 UOncon 2' 3.176 1-174" 0640. WA 680 b WA 3320. 1-140' 1-1F0 1-114• 354 Me 740 Ms 48614 WA WA WA WA 700150 03610. WA WA WA 177106 37010. 234140 WA WA WA 1001. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: I • II II • FIGURE 3: 1 • • II II ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE S: FIGURE 4: • • FIGURE 2: • • II II • III II • • • TABLE NOTES: WA WA WA WA 1:::::::1C)RCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Filled CIU PT Wood NNW 1/4" 88 0100 910 51.07 912 00.10 612 Steel AOp00etor Scam (05) 806.11)705) 82.2(06) 2" 046 0.64• 0.324' 2' 1-20' 1-20• (.1.00.4) 11025. 3260. 4200. 000106 NIA 40210. 640 0. 1120 0. 2364 5. 552 0. 610134 1120140 WA WA WA 7185. 5915. 16350 21050 2600. WA 3201 s 4200. 5005. 4NCHOR CAPACITY ADJUSTMENT FORMULA: (DP...) X ( ANCHOR CAP."',,,,,,) =ANCHOR CAP..,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN RIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERA. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND 8E A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --I 1.000' 23 .0' /' 1' X 2.75' X .375' MULLION PRODUCT REVISED m 0604I7in5 xilh the Florida &dId2i^�' Accept/1w OG No ) y7 Il6ptrnon/D kmDla Ry__,_ • _.1'.., - - 1416m1 De& Product Control �--> `\\11111111)1117,_ CW ss 's\4,v? ENS • C..' �i \C F t4" • No. 58705 IoI 1; �O SAT OF •��/` S�ONA� E1• A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 4A 1 x2.761c .050 Alum. Tub* MuWon 421n 4016 50.6251n 1 z 54)0 606, 1310 1310 721n 76n 78n 9010 06n 101 In 11110 130 In TABLE 4B 60 In Mulbon Ca0aoltr Table (lbaMtl Opening Width !for lergayaparr6TnuAlo11)orOpening Haight (for torla tairww.WmmiJ54 ) 101n 706 006. 0610 10010 12010 Racing/6r Tr.gRdsro. R,06..g1/r - T..p/Olole. R.01rp0r T1.y15. R.1.00w1 7118‘11/4143 01.011009101 3614T4we 741o1r9er T1gr71loro. 760641-4611 19 111(711160 10.2e Lo.dro 10.469 Laid,* 104060 1.9.2 L1.4n2 L04063 Lo.4n9 0.4446e Losdng L010I10 104014/ Lo.dng 1 PI hi 111 41 hi hi 111 111 1 11-1 41 111 041 11 11 11 11 II 1700 170.0 170.0 170.0 170.0 161.8 1311 101.7 06.5 00.0 62.1 42.0 301 27.5 22.0 620 170.0 700 170.0 747 170.0 797 170.0 005 170.0 030 101.0 767 140.0 636 106.6 671 604 642 03.4 407 53.7 360 44.1 263 30.0 287 20.3 220 22.3 AnChor Clip Pa86m1 435 170.0 744 524 170.0 410 563 170.0 106 612 170.0 050 701 140.5 915 710 120.5 670 130 110.0 757 652 84.6 626 440 72.1 571 474 687 642 361 43.4 407 120 36.0 358 255 25.1 213 242 23.1 267 200 16.3 320 &1611001 Andra Typ01 Edo. fOMMO. (017 Emb.dmre 4017 2 Ander. O 4.75' MM. O.C. 6 enMW or Mot CIp (791 17 4 Anka. Q 1.14 Min. 0.G / SI.Mrd lot 066.4) Cap 091.2y 4 4000601.81 7 LOM. O.C. /(2)236 Anglo Clips / 64 37 2Anchors • 0A5" Mn O.C. / U.046 Into 1/r Alum 1F14. 47 1 Anchor F.Cap(FIe 62 2 40c600 431.16' Leo O.C7 FCOp)Fq 67 170.0 478 170.0 066 170.0 505 170.0 092 170.0 584 1700 002 170.0 630 170.0 1133 170.0 631 170.0 1046 170.0 064 170.0 1195 170.0 691 110.0 1116 170.0 754 150.7 1130 162.3 781 126.5 016 144.6 706 100.9 016 136.9 664 106.5 830 1232 661 94.0 830 110.0 630 04.37 07 1010 024 02.6 707 91.0 040 fr72.7 6307 00.1 630 63.0 6313 75.8 406 61. - 1 07.4 470 64.1 671 70.6 465 67.1 642 02.1 450 50.0 642 46.4 366 372 407 30.0 340 326 407 372 314 30.7 356 32.4 300 20.6 350 25.0 251 21.5 283 220 247 186 063 23.8 236 10.8 267 20.6 236 17.3 217 18.0 205 16.7 220 192 202 170.0 519 1700 961 170.0 723 170.0 803 132.3 735 112.2 05.1 72.2 60.0 65.7 35.3 285 19.9 10.3 870 014 521 471 440 343 304 244 231 170.0 170.0 1920 133.9 97.9 04.4 73.4 500 410 44.4 210 210 19.7 16.4 Anchor CapachyTable (Ibal 270 (Onr.1. 161 Cas. 5110 Eke Ulnen 1/4' 6600196.000 Eko 3116' Eloo Macon Ultraten r 1464' 39006 406156 7901.4 WA 19506 24006 2-112• 1414^ 390 700 In 70010o WA 105156 1 35006 r 1414' 450 b WA 080 ns WA 225 b WA 2.112• 1414' 806.6 WA 156010o WA 448 to WA 3.169' 2• 1044 b WA 100610. WA 82:06 WA 1-160 270 b WA 540 On WA 135106 WA 1116 1276 1286 1130 916 630 767 136 671 542 407 356 263 267 170.0 621 170.0 1240 170.0 521 170.0 877 170.0 1417 170.0 660 170.0 747 140.3 1206 170.0 760 170A 837 1200 1130 170.0 056 123.0 726 07.0 016 118.6 720 104.0 182 75.0 830 00.4 650 10.1 600 66.0 757 642 600 660 614 100 036 02.3 606 65.6 464 43.2 671 51.0 450 51.0 442 _ 40.0 542 47.6 437 32.1 330 280 407 20.6 334 20.1 300 21.6 360 24.0 206 18.0 240 15.1 203 16.6 237 18.6 228 000o1CN0 Ur Elco IA1r0c0n 2.172 I 1^ 2.1/2' 1404' I 1-1/4- 1-110' 20006 36416. 74006 380 Its WA WA 660156 WA 760116 WA WA WA 140156 17764 37064 10064 WA WA 1700 141.7 121.0 100.5 712 63.3 55.0 42.4 360 33.3 21.7 170 1400 /70.0 061 1417 170.0 600 1200 170.0 70O 1130 170.0 061 015 114.4 716 030 767 838 671 642 407 354 04.6 70.0 67.2 470 42.9 20.1 21.0 640 583 800 461 420 127 209 14010 1601. 736016e14r 71141,010008 8.0660414 11 50 ng. 10.4111 L..11119 111.4.8 1041111 1 II E1 h II 1111111 156.7 1020 170.5 521 121.5 1417 170.0 680 104.5 1200 170.0 755 06.1 1120 170.0 061 62.0 015 114.4 715 64.2 47.2 30.3 30.0 28.8 16.6 15.3 610 757 136 671 642 407 358 04.1 78.2 613 44.8 40.6 24.1 102 FOM COW PT Wood Mar Ur 88 Ego 5116' E64 1/4'88 E100 010 Mad 81286001 012 OW 0/10400101 1110000 001010.06 8u*w(00) 0000-(05) (know (05) 7 3.1/8' 2' 040' 1-110' 46016. WA 906 b WA 234 R. WA 1.164' 664 b WA 66016s WA 332 b WA 2' 1182 b WA 2364 Its WA 80110e WA tare• 13010. 660106 652156 660 16364 32606 0.60- 0.234' 1.516' p.. note 4) 420 Re 660 b 1120156 112016. W 71664 21064 26064 4205. 58064 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • FIGURE 3: FIGURE 4: • • • FIGURE 2: • II II • 11 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: II II • ilio. • • TABLE NOTES: 040 601 497 447 425 222 244 136.8 1020 1063 1417 01.4 1206 76.3 1130 64.0 47.4 41.3 31.6 27.0 25.0 16.3 016 630 757 630 671 542 407 170.0 521 1700 660 1700 750 1700 114.4 04.1 702 652 440 40.1 23.0 001 715 049 601 407 446 423 310 ANCHOR CAPACITY ADJUSTMENT FORMULA: /ANCHOR .ANCHOR CAP.,,,. %MULLION CAP.,,,,,,,,,,// USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --•I 1.000' h- 2.750' IS 'RODUCT REVISED n 0omplying will) din Horid* 0▪ 6 lai..olo a No2, ,, . f Zy�(o 02,0,7Q ,. 1i Derl�e Pradncl C.am01' � ,1\\11111((!,, LYNN •1�,.•oCEN67Lc''•�F.Q * No. 58705 •4'k ' '� FL OR10�,•.• C20\„,‘' ST TE 'ONAL A. LY)M/triAg . P.E. FL P.E.# 58705 1'X 2.75' X .850' MULLION TABLE 5A 5091 RMnpler 1"x3.126"x L.orbg .600" Alum Tube Mull 3 11- 421n 1700 020 461, 1700 706 50.625In 170.0 747 64 N 170.0 751 601, 170.0 965 170.0 00In 11e0/6100. Recl.rgrhr 7/0019040. Lowing Wean] Ladrg 1 hI 1'l h 3I 11 11 Mullion Causally Table (lbaemrl Opening MIN (for oerlIcatyeparrin0 Wilms) or OoeningHeight (for horiaa►aOA«6parring nnllorrl 7061 801n 00117 - 100in 120 In WcImWNr Tr pnd/n0. Redrglhr Tr.plfd.n9. Roelsnop r 869R9.rg. RK1r<rp or leraThler0. R4der,P6r A/0/13100 Lowing I.o.drg Lodnq Lo.09g lu.drg Lodrg Leming Weft fi l_lf 1111 111II 1111 170.0 435 170.0 791 170.0 475 170.0 500 170.0 524 170.0 510 170.0 561 1170.0 092 170.0 543 170.0 516 170.0 831 170.0 1049 170.0 912 170.0 050 170.0 091 701 170.0 1063 170.0 797 M1, 170.0 030 170.0 746 150.8 1019 170.0 650 170.0 170.0 170.0 605 630 a64 1700 1110 170.0 754 166.5 Nee 170.0 879 1049 165.6 080 137.0 170.0 002 170.0 170.0 1133 170.0 170.0 1195 170.0 170.0 1276 170.0 130.7 1159 167.9 1049 141.7 wide 519 170.0 1119 170.0 521 170.0 1240 170.0 621 90, 1 170.0 1276 170.0 671 1700 1417 170.0 000 723 1 170.0 134 170: 747 ( 70.0 161 170.0 759 603 106.1 1401 170.0 037 140.6 1401 170.0 950 029 123.3 1156 156.5 917 111.0 1166 140.7 910 Coale Leading 1 i1' 11 1111 170.0 1408 170A 521 157.7 1577 170.0 480 141.7 1405 170.0 758 124.8 1401 170.0 801 02.6-5-160 144.6 003 140N (0N 41.014004w 4op*Ti.ne 7344 40,0110 127707070619 Laedg 1001011 Laing 1003n9 1 11 i II II 170.0 1735 135.1 1577 121.6 1495 100.9 1401 79.3 1156 170.0 621 170.0 610 170.0 756 170.0 861 144.6 003 946 106.6 1049 132.0 00 95.9 1019 125.5 628 79.9 1040 110.3 620 86.5 1049 154.4 1602 116.2 1577 106.1 1495 93.4 1401 444 1166 170.0 521 170.0 000 170.0 766 170.0 801 144.5 903 119.9 819 59.9 1049 118.9 919 8091 721, 7061 1664 120.5 109.2 956 170.0 709 130.0 055 151.3 ale 119.1 955 603 134.9 007 107A 003 114.9 502 91.8 603 721 114.1 020 91.0 721 07A 616 780 721 781, 101.0 604 105.4 509 84.2 604 11A4 567 72.2 684 001n 65.6 614 07.0 901, 54.2 1011, 30.1 452 53.7 357 39.9 458 54.0 404 452 322 31.7 514 57.3 449 470 614 452 47.0 396 36.7 152 357 32.7 317 272 357 111 N 35.1 331 36.0 300 26.2 339 30.1 301 25.0 339 1201, 27.7 249 24.2 263 23.1 209 23.7 259 108 269 133.7 101.1 65.1 79.4 50.0 40.0 20.4 26.1 20.5 768 670 835 576 440 300 312 296 256 104.2 955 121.4 775 52.0 055 112.6 765 53.4 955 903 721 80.3 603 91.2 059 71.4 903 83.9 649 64.2 68.3 721 76.6 695 60.7 721 70.1 606 61.6 63.1 604 70.4 687 66.1 604 MA 556 50.5 604 41.1 614 44.6 433 305 514 40.6 427 322.0 33.9 452 304 384 30.1 452 32.9 379 27.1 23.0 21.0 17.3 367 26.2 339 23.1 200 18.1 306 21.1 357 72.7 303 10.0 292 19.5 330 20.8 299 17.6 252 15.4 270 10.3 249 13.9 514 452 07 336 200 105.4 76.9 15.4 590. 37.3 30.3 20.9 19.0 14.9 707 642 670 651 421 373 290 264 248 09.5 63.6 45.5 42.1 27.4 22.6 15.9 14.6 11.6 966 603 721 064 514 452 07 336 259 99.8 749 59.0 955 72.2 032 15.9 003 60.4 880 30.0 721 54.1 641 0.1 084 33.0 112 23.5 814 26.8 365 19.4 452 Ido 293 13.6 07 907 740 62.1 956 98.7 74$ 70.9 506 61.3 30.4 242 620 664 530 100 350 40.1 103 06.7 627 34.1 721 50.1 503 31.1 670 00.1 634 20.0 514 29.0 403 16.0 452 220. 355 16.2 267 11.9 07 16.0 293 16.5 276 12.5 336 12.6 240 9.9 270 14.6 273 11.0 30 13.0 209 11.4 20 6.7 210 10.4 232 TABLE 5B 61b6.N: .0176.027CipPaea7o I Mehor76p. Nor Eke Ullman Edge d4te90 1 2.1/27 Chewy Embedment NA: 144• 14/4• 2 Anchor. 0 4.75 MN. O.C. 7 81616.670 Cap 6•15 16 380160 390 0. 4 Mchom O 1.16.10* O.C. 181.nderd gip (Fig. 26 400 bo 700 be 4 Andras 0 3' MN. O.C. /40 ai6 Malo COpo 0'19.3): 71013 790 bo 3 Andras 00:.46• Min. O.C. I UCap, Inle or Num. (EN. 4): WA WA 1maw/ F. p(Flo.67 19516. KO Me 2 Mals 0 1.15 M1,. O.C. / FC9p (Fig. 86 240.6 396.6 NOTE: FOR THE OFFSET CLIP, USE THE SAME . NCHOR 'ATTER 2.7*, Connie FIGURE 1: FIGURE 2: • 1111 •1 • FIGURE 3: • • 1111 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: 1111 • Anchor Capaohy Tab. (Abe) 3.09 Caw. Hokow CMU my Elsa 36r Ela Meson I/4• Elco Ub.oen 114 Eke Meilen r 1414- 450 b WA 2.1137 14/4• 500170 WA 3-1ne r 1044 WA 700 b 1580 be 1995.6 WA WA WA 225 b 445170 Min WA WA WA WA 19016. N AND ANC 1OR VALUES AS THE STANDARD CLIP. 1-114- 270 b WA 910.6 WA 10 be 2.1/T 1-1/4' 91016. 380160 5401b WA (40 b • • • FIGURE 6: 1111 • • TABLE NOTES: 1 ma MU Pr Wood Penn • 1l4 65 Eke 6/Ir Ela 1/4' SS Eke S10 8Nd 912 61.44 912 Mee 40..04or Ullmann Aggr.Ora 8aew(OS) Saar (05) 8onw(05) 1' 2.1127 r 3.178' r 0497 0.61• 0.3297 1-191• 1.1197 1-1/1' 1-1/4• r 1-3/8' 1.3597 (ea new 4) 354 b 74016. 470 b 054 b 1102 b 326 b 420 to 900 b WA WA WA WA WA 652.6 940 b 1101e WA 700.6 936 Po 700 b 2364 5. 702 b 64016s 1120.6 WA WA WA WA WA WA WA 1074 b 1779* 37019, 234 b 332017 591 66 163 lb* 21096 210106 WA WA WA 1 WA WA 320.6 420.6 MOO* ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR., ) X ( ANCHOR CAP....,....) a ANCHOR CAP..,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANO GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 50 OF 0.55. ALUMINUM SHALL 8E 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.1'5' 1.1.000'-1 1• X 3.126' X .6' MULLION (1' VF MULLION) ALUMINUM TUBE MULLIONS REVISED CLIP FIGURES •RODIICT REVISED . complying with the FIorWO �r- Iud n conce No 77 �2 ....11�''111QQQ vJ Aiwa Dade Product Cont Wil!> ..111111/,r.- �,‘0.;,� LYNN M/� /'/,ice * '' No.58705 �`•� t Is�t3 � w; A. LYNN MILUEI' P.E. FL P.E.B 58706 * TABLE BA 1x Ab TAB MWlbn Capacity Table (Ibellhl Opening Width (for 0Acaly.9paMrlg millions) or Opening Height (for horizontally -sparring e911one) 40,126 421n 46 N I Rectangular I 000 ii 170.0 170.0 170.0 win hiiiiiiiiiiiiiiiiliIhhihhihihihih1h=i il 620 700 747 Tle{YT4wn. L080 ii 170.0 170.0 170.0 if 436 624 663 Rectangular LeadIng il 170.0 170.0 coin 70N aep/7•arlg. Rectangular Lading Loading il ii if ii II 744 170.0 476 170.0 600 660 170.0 564 170.0 902 nOITdang. loading 0014 901n Rectangular Tnp/n4n0. Recl0n0A. 110/100. Lacing LaaMp lo6•ng La810 ii il ii li II li II li 170.0 092 170.0 655 170.0 1116 170.0 621 170.0 1133 170.0 061 170.0 1275 170.0 077 10014 Rectangular I Tn(TMn9. Laming Ladnq Rftlangtbr Le•Sna 11 170.0 130.3 117.1 12014 ii 5400 1303 1235 I 108T4., Leading II 170.0 170.0 1700 . ii 021 000 766 RKtanp4Ur Lee48 II 145.6 111.7 100.4 1401n hi li 1489 1303 1235 217037000. lading II 170.0 170.0 170.0 I60 In 66056Odw TnpI1l4.. La4m Lading hi ii II li II ii II ii 621 127.6 1499 570.0 621 560 97.7 1303 170.0 060 766 07.8 1236 170.0 756 ii II 170.0 006 570.0 0330 II li 11 170.0 1240 170.0 166.3 1303 170.0 li 621 600 760 60.62514 170.0 610 170.0 631 170.0 1040 170.0 084 570.0 1106 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 6414 170.0 707 170.0 012 170.0 966 170.0 391 170.0 1116 570.0 764 164.4 1156 170.0 093 137.2 1166 170.0 037 127.3 1168 170.0 056 102.9 1166 170.0 061 06.2 1150 1700 661 77.2 1166 1700 051 001n 170.0 865 1700 701 106.7 1012 170.0 797 142.9 1042 161.1 032 126.1 1042 140.7 515 111.2 1042 130.0 601 100.0 1042 130.2 791 63.4 1042 125.1 702 71.5 1042 125.1 792 02.6 1042 126.1 762 6314 1710 030 170.0 746 151.2 062 163.0 els 129.6 902 144.4 700 113.4 902 131.0 702 100.6 902 121.4 760 90.7 092 514.8 760 75.4 002 108.4 746 64.6 892 106.0 744 647 592 1040 744 0610 166.4 947 170.0 769 137.8 047 148.0 765 115.1 947 530.3 760 103.4 047 117.7 762 91.9 947 1017 730 02.7 947 102.2 727 68.5 047 96.1 713 59.1 047 94.0 711 61.7 947 04.0 711 721n 136.9 840 142.7 737 113.2 549 125.4 722 97.0 840 106.0 90.0 700 640 04.9 722 849 762 96.4 609 090 620 746 64.2 549 08.7 606 67.9 640 62.7 575 66.6 040 743 669 48.5 040 72.6 662 425 049 72.4 661 76 N 115.6 702 120.7 666 00.3 742 102.6 062 02.6 782 762 74.2 620 67.0 702 602 613 441 762 625 602 41.3 702 60.9 697 30.1 702 69.4 645 7814 1049 724 111/ 634 00.0 721 04.5 021 703 724 625 406 046 724 74.4 699 69.4 724 63.1 591 53.4 724 63.4 583 44.6 724 57.3 573 38.2 724 64.3 503 33.4 724 035 665 0014 895 643 715 483 66.0 643 607 474 457 643 02.0 400 43.6 613 47.1 405 365 643 425 452 34.6 643 30.6 446 20.0 643 21.9 436 245 643 32.1 430 21.7 643 30.7 426 901n 67.3 470 56.9 427 47.6 476 49.7 419 40.0 470 43.2 412 356 470 30.5 406 310 476 34.0 400 207 470 32.0 395 23.9 474 26.1 361 20.5 476 246 340 17.9 476 34,2 376 104 N 403 377 41.1 341 33.5 377 345 335 200 377 30.0 330 25.2 377 265 326 22.4 377 24.0 321 20.1 377 22.0 317 10.e 377 19.0 310 14.4 377 17.1 304 111 In 37.1 357 31,6 323 30.9 367 31.6 316 215 357 27.6 313 23.2 357 24.4 300 20.6 357 22.0 306 15.5 367 20.1 301 15.4 357 57.4 204 120 N 20.3 306 29.6 270 24.6 306 26.1 274 21.0 306 21.7 270 16.3 306 19.2 267 16.3 300 17.3 263 144 N 17.0 212 17.2 196 Anchor Gip Palen* Edo. Gismo (Ink 1' 2.112 1' 2.1/2 008008 (14 11/4• 1314• 1.354' l.354• 2 Anchors ® 4.75.4 h o.C. /4300011120 (`I91 or 23: 390 be 390 b6 160 b. 89016. 4 Anthers 0 2.26• NN. o.c. / 814nd5d Clip rip. 5): 7005. 700 b. 6606. 141011:4 OAnchers®1.16'Min. O.C./ 814ed10 C4pOb. 4k 06010 1400 b. WA WA 4 Arkhert® r Min. O.C. 1(2)2x6 Mole Clips (819. 0 76010 71111118 000 be 170066 6 Mcheis ®r Min. 0.C. / (2) 283 My. C6p1(Rp.6j 11701es 11705. 10201. 23401Iw 4 Anoka @ 0.46 MMt O.C. I UC1p, No 1/47 Athan. (Fig 7): WA WA WA WA 2 An01k4®226• MN. O.C.I F- p (Re. 6); 3505. 160 b. 200 be 705 b. 4706. WA 2605. 1 WA 4 Anshan el 1.16'14111. O.C. / F4210(Fig. It 48010 703 b. I WA ---WA WA WA 30010 1 WA NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. 8655.16: 2.70 Concrete Anchor Capacity Tab* (Ibs) 3.68 Canc. Anchor type: 3/16• Eke UMe000 1/4• Eke 1Ara on Me. 3/12 Eke Macon Utlacon 3.1147 1• r 1-I/4' 1-5/4' 1044 be 270104 200154 089 be WA 60010 WA WA MO b. I 32005. 54010 66056 7014 56 610150 940 be WA WA WA Molow CMU IIP Eko Macon 2.112' 1• 1-l/4 35450 WA WA 706Ns WA WA FIGURE 1: FIGURE 2: r I[ I •) • • Iii • • • I • • FIGURE 8: •1/• • •••II••• ANGLE CUP (FIGURES 568) MUST BE USED IN PAIRS. FIGURE 3: FIGURE 4: • • • • • • • FIGURE 6: FIGURE 8 FIGURE 6. FIGURE 7: • • • TABLE NOTES: 2.152' 1-114• 740 be 6301. WA 14110154 1140 be WA 316 be WA FMed CGU PT Woad Mea 114'8S E400 6/14' Egg 1/1.88 Elco 0106401 11281405 51280014 A8900804 UIM•con Apgn01er 8810 (05) Screw(06) 801 w(06) r 3.1/6• 2' 0.44' 0E4' 6.324• t1/0' (ea note 4) 12010 66034 1-1/4• 46010 WA WA 63656 14041. WA 0 be WA 1-114• 2' 11Ir 464106 1102 be 320506 0606. NIA 66210 WA WA 1304 be 1320 6. 2364 6s 662 6. 13205. 3546103 - 070106 WA WA WA 44034 010 321166 WA 1 WA . 6526. 51016 1660 be 540 en 126016 WA 420 be 640 be 112015e 22001e 11201es 166010 1432 b. 66060 11206. ANCHOR CAPACITY ADJUSTMENT FORMULA: (op )x ( ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.,„ MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. W000 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-16 AND BE A MINIMUM OF .126• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000' r-- 4.000' F.126' - f'X2S MULLION EVISED CLIP FIGURES PRODUCT REVISED m 0oolplyiog wit; the Florida BuIdin/ Code SoG Montane, Ne El a j3116 1.42 Mleml Dndo Product Contra .5111111111//, s\' '037' LYNN 41/4 '' 1,10ENSF F� i * * ' No. 58705 * : �'. e IS )3 STA E O O /4/.1:- �/` ff'•.,•-.00P.•'?� t' Oss A. L41141IE1ItLa P.E. FL P.E-1158705 TABLE 7A 1040.376 Alum. Tube 1'6'' MUOIon 601n 00 in 0104n0 0 161p1T63g. K6041144 Loeano Loe(1160 Loeb19 1 hi hi 1 11111111 421n 1700 620 170.0 436 170.0 744 40 N 170.0 706 170.0 624 170.0 050 60.6261n 170.0 747 1700 663 170.0 690 54In 170.0 707 170.0 612 170,0 906 601n 170.0 665 170.0 701 170.0 10533 63 M 170.0 930 170.0 746 170.0 1116 66 M 170.0 974 170.0 759 170.0 1160 1 72 6, 1700 1063 170.0 676 170.0 M N 1700 1122 170.0 037 1494 Mullion Caoaclh/Table Piu /el Opening VVIdth (for verecey-oamglg mullions) or Oo•nlna He'aht Ihv hrMmr4attioaMnc manna) 70in 101n 905 _ ...1006, t201n TuW6Mn9. 1040014 1400100 1040014 140110111. 14000 1000 1.ed.. Losing 0.0.6110 I III IIIg�gg� 11II 111111 II II II II II 11 II n II II II Agggg dg� R0000.M, T14/11100. 0040 9144 T4lT.6og. M00494 1l.pR60. LoeanO Losing Lading Loafing Lsed.g Lording 14051 100 6, • 1331.nO144 7491111069. Rodmalter Trap/1510g. Lading Losing Loe630 Loe061 170.0 470 170.0 965 170.0 604 170.0 992 170.0 631 170.0 1046 170.0 691 1700 1116 1700 767 170.0 1240 170.0 606 170.0 602 170.0 619 170.0 030 170.0 1133 170.0 661 5700 664 17001 1166 1700 723 170.0 764 170.0 1276 1700 903 1700 679 170.0 1417 170.0 944 170.0 650 1700 1302 1700 940 570.0 1466 170.0 1015 170.0 903 170.0 1364 170.0 1002 100.6 1472 170.0 1006 1276 170.0 1009 1164 169.4 1013 150.6 1320 166.2 1101 132.0 120.2 1164 134.9 004 112.2 5220 149.9 1092 1194 125.7 974 170.0 1110 170.0 625 1700 13/0 170.0 621 170.0 5276 170.0 677 170.0 1417 170.0 080 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1434 170.0 037 170.0 1594 170.0 656 170.0 1504 170.0 060 156.5 1016 170.0 5033 166.7 1642 170.0 1076 141.0 1542 170.0 1122 142.6 1472 166.9 1146 120.6 1472 166.0 1130 117.3 1320 137.0 1066 106.6 1320 126.6 1049 0.7 1104 116.3 064 69.0 1104 107.6 952 701n 166.5 1121 170.0 967 136.4 1124 547.0 965 119.6 1124 128.0 047 103.6 901n 105.1 644 111.6 100 90.5 965.. 66.1 743 91.6 663 74.2 1124 115.6 031 644 04.3 736 77.2 644 021 724 674 170.0 1406 170.0 1700 170.0 1793 559.9 1790 129.6 1010 170.0 621 170.0 1736 170.0 170.0 660 170.0 1963 170.0 1700 706 166.0 1919 170.0 170.0 661 137.1 1799 1700 170.0 1063 111.0 1619 170.0 621 170.0 1003 1700 021 610 151.0 2024 170.0 380 756 130.5 1919 170.0 700 661 1200 IMO 170.0 661 1003 07.2 1610 170.0 1003 117.6 1542 1600 1166 100.7 1542 167.9 107.1 1472 1474 5106 91.0 0472 146.0 90.0 1320 117.0 1024 76.4 1320 1124 74.0 1164 97.6 636 64.5 1194 03.5 1167 66.1 1542 1074 1167 1104 60.3 1472 146.0 1104 1013 66.0 1320 112.5 1012 027 56.1 1104 92.3 926 92.3 1124 1050 910 63.0 1124 96.6 006 69.2 044 73.3 712 742 77.2 662 63.6 742 672 641 55.7 104 6, 620 510 030 530 52.1 742 59.6 631 1124 99.0 610 603 1124 04.3 60.1 044 60.6 702 54.0 644 61.4 693 46.0 49.5 742 54.1 022 44.6 742 49.0 614 37.1 524 53.0 521 44.7 500 467 613 39.1 666 41.4 505 34.0 66, 37.3 490 31.3 696 644 64.2 616 344 644 60.0 742 43.6 600 21.0 742 30.5 34.2 462 26.1 066 200 461 22.3 566 26.6 1116, 57.6 065 50.0 503 46.0 665 49.6 496 41.2 650 42.6 497 30.0 655 360 460 320 655 34.2 473 26.5 656 120 6, 45.6 475 46.4 433 30.0 475 300 426 326 475 33.7 420 24.6 1445. 360 330 26.7 305 22.0 416 29.6 414 330 22.4 301 109 330 193 267 16.6 25.3 476 26.9 409 22.6 330 17.0 293 470 31.3 467 24.0 243 404 19.0 655 27.5 457 204 555 24.3 470 21.1 365 16.3 476 19.7 TABLE 78 AM1or Clip Patterns I Sub660s: manor Type: 2.75 Conclsls 3116' 0300 U6econ E099 Clime 04 r Embse 00 (1n), 1.354' 2MMws 4.76' M6,.O.C. 10006 Clip (Fig 1 or 2)1 300 be 4 Amiga • 2.26' Mb. 0.C. / $14030 0p fig. 3) 700 3 8 Mime 01.16' Mn. 0.C. / 8lanewe Glp pig. 4): 9601bs 4 Anclpa • r Mn. O.C. / (2) 216 Sage Gips (Fk. 6) 7110 3 6M01wn 4153` Mn. O.C. / R) 20 Ands Cops (Fig. 07 11701b4 I 4 Ancban 00.46 Min. O.C. / U -t26 Into Il0' Alum. (Fig 7) WA 2 Mahon 0 226' IAN. 0.C. 10420 (Fig. 9): 3603 4 Anchors 01.16' Mit O.C. I F•CIp Mg. 06 40016, 2.1/3' 1y4' 39016, 7003 Mama 740 be 11703 WA 350Ib. 7003 MohorCapoelty Table (lbs) 2.69 Cline. 1116' E3 U6Ocon 3-154- 2' .950'2' 1-1/4' 16443 2703 9923 WA WA WA 32003 6403 2044 3 610 be WA WA 476 lbs WA WA WA 1/4' Eke 3.6590on t' 2-1/2' 1-3/4' 1.3/4' 4803 69016 5103 4410 be WA WA 9003 17803 10203 25140101 WA WA 290be 705116 WA WA 3110' EIOo LWecon 24/2' 1-i6,' 2003 5003 7603 6603 640104 WA 200 3 3903 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: FIGURE 2: FIGURE 3: • II.••:II. FIGURE 6: FIGURE 6: • 0 i i ° • • 0 I i • • ANGLE CLIP (FIGURES 516) MUST BE USED IN PAIRS. FIGURE 4: • : II :• • FIGURE 8 FIGURE 9 11 Ik50rCMU 1/4' E0 U6econ r 1-1/4' 3643 WA WA 7003 WA WA I WA I 240' 1.4/4' 7403 630 be WA 11603 11403 WA 315 b9 NIA 16, IM Elm 0516' Flee A90000.r Macon r 3.110' 1.114' 1-1/4' 466155 064 3 WA 6$0 be WA 0363 1404 3 WA 03 WA FIMCMU PTW0o0 1,401 1/4'88 Elm 110860 6126th 91281651 006.6064 80190(06) Mow (OM 8cr6w 35) ✓ 0.40' 0.24' 0.324' r 1.310' 1416' (699 06(6 4) 1102116 3263 420 be 660 3 WA 6523 8403 11203 16903 22403 6403 11203 12603 16003 WA 04323 420 be 5603 6403 1120Re WA WA 13043 1326 3 2304 3 0623 1320 3 3646 be 9703 WA WA WA 4403 03 3263 WA WA 6623 • • FIGURE 7: 661 51.s 1124 63.2 070 609 33.5 044 47.7 662 690 472 449 324 27.6 19.5 10.0 14.3 742 566 555 476 37.6 604 24.7 466 22.4 442 17.2 361 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,, \ 6 ANCHOR CAP.,. MULLION CAP.,,,,,.,.,' USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS (3 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 4.000' SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .375' 1' X 4' X .375'1 'T' -MULLION 4.640' - 1 .00JJ0' - Mi 1'X4'X.375' f MULLION PRODUCT REVISED a6 complying 40 10 Florida Banding Coda COC ccepts/4o No �7 7 Ex�rot�}LONO e4' By -"/mitts .0. Miami Dade Product ComroI\ .111111/'l J�x pNY LYNN y/A * '• No. 58705 • * '�•' 1,is73�i�` STA'E `s A. LYNNIMLLEIk, P.E. FL P.E.S 58705 TABLE 8A 1.26" x 3.106" x .266" Alum Tube Mull 50 In R.Mnodr 746/76409. 60 In AMMO.1 T487184119. Lowing Lowing Lowing Loading 1 II 1 II 11 II 11 II II II 421n 1700 620 170.0 435 170.0 744 481n 170.0 706 170.0 624 170.0 660 50.6251n 170.0 747 170.0 503 170.0 606 641n 1700 797 170.0 612 001n 170.0 806 170.0 701 63In 170.0 *30 170.0 746 min 707.1 637 1700 780 721n 128.7 004 1302 064 781n 109.4 722 114.4 630 761n 101.2 605 105.0 600 00 N MA 516 06.0 457 0616 643 453 65.0 404 10061 38.1 360 30.0 325 111 h 35.1 336 35.6 306 1201n 27.8 200 20.3 264 1441n 16.1 201 103 106 TABLE 8B 170.0 170.0 180.1 130.3 107.3 91.2 64.4 64.1 45.3 37.8 25.3 23.2 600 1003 1051 957 004 722 645 515 453 359 336 200 Millon Cl men,/ Opening WWlh(tor mrlially.epeMng ml/on.) 07 Opening Height (Mr horizontally -spanning millions) 70M 0061 0014 1001n 1201n 1401n 1601n R..14np4r i0p/i4arq, R.otanp6ar T.p/76.ng. P.dnp6.r Trop/1114447. 6..4.npM.. 7141/54arr0. R.4*ngW1 T.9(T6ur6 Om/WNW 17461Trhing. R.clrmAar Tn1ylX�rp. Lowing Lowing Lowing Lo.6M0 Lowing Lowing Lo. -.0 Lowing Lowing Lo. =wig Lowing toning Lo.dbp Loading 1h1h1 1h1h1h1h1111h1h1h1h1h11* 111111 /I /I !I 11 II1111 11I 11 •il 11 it 111111 11II 11 11 11 170.0 476 170.0 666 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 021 170.0 1735 170.0 821 151.1 1769 170.0 521 170.0 584 170.0 902 170.0 030 170.0 1133 1700 601 170.0 1275 170.0 677 170.0 1417 170.0 660 154.6 1640 170.0 680 132.7 1540 170.0 080 116.1 1546 170.0 660 170.0 631 170.0 1046 170.0 664 170.0 1165 170.0 723 170.0 1345 170.0 747 167.0 1466 170.0 756 • 130.2 1448 170.0 756 119.3 1460 170.0 766 IMA 1408 170.0 756 170.0 691 170.0 1116 170.0 754 1700 1376 170.0 603 163.1 1376 170.0 637 146.4 1376 170.0 856 122.3 1378 170.0 001 104.6 1378 170.0 661 01.7 1378 170.0 867 170.0 797 160.9 1166 170.0 076 130.0 1158 107.4 930 123.6 1156 156.8 919 111.2 1156 150.0 912 92.7 1150 144.8 905 70.4 1168 144.8 005 09.6 1159 144.6 905 170.0 650 137.2 1051 165.9 162 120.1 1051 142.0 040 106.7 1051 132.3 637 80.1 1051 125.7 830 60.1 1051 119.6 022 600 1051 119.1 821 60.0 1051 119.1 821 161.6 805 119.4 957 134.0 790 104.4 057 121.6 777 92.0 957 112.6 787 030 957 100.6 750 60.6 057 1000 750 59.7 957 91.9 746 522 057 066 740 115.2 664 91.0 801 701.3 671 80.4 504 91.4 860 71.5 604 64.1 660 64.4 804 76.8 643 63.0 604 72.3 633 48.0 4104 60.9 629 40.2 004 69.6 626 97.2 618 70.2 722 85.3 806 60.4 723 76.7 596 00.0 722 70.3 610 54.7 722 655 660 45.6 722 69.6 570 39.1 722 60.7 665 34.2 722 56.2 664 00.6 606 72.3 666 78.5 577 83.3 685 705 568 68.2 065 64.6 600 60.6 006 00.1 663 42.2 666 64.3 543 36.2 665 51.4 537 31.6 685 00.7 638 57.5 449 47.1 616 60.1 441 41.2 615 44.7 434 36A 616 40.6 428 33.0 615 37.4 422 27.5 515 33.1 413 235 516 30.6 407 205 616 20.1 404 47.1 397 386 453 41.0 301 33.0 453 36.4 306 30.2 453 33.0 379 27.2 463 30.4 374 22.6 463 26.4 306 79.4 453 24.3 340 17.0 453 22.0 366 328 318 27.2 360 25.4 313 230 350 25.2 304 21.2 351 22.7 304 19.1 368 205 300 15.0 361 18.0 203 301 301 281 338 20.1 297 22.0 330 23.2 293 19.6 330 MO 280 17.0 338 10.1 203 23.6 360 10.9 200 206 250 17.4 290 10.2 253 15.4 200 10.4 249 An ,hor Capacity Table Obi) I S..nM. 276 081011. 3.66 Con.. Armor Th. 3/117' Elco Ulnen 114" EIC. Macon 5/76' Elea Anchor C6P PageantUllman I Edge 066000. Ont 1' 2.1/7 7 2.142' 3.1/6 Embedmu4 (61} 7taw r 4' 1.344• 144' ta 2 Anchors 0 4.77P Mh. O. / Standard C6p (Hg 1} 30010. 30016. 450104 890 b 1044 0o 4 Anchor. O 115' Min. O.G / standard pip flip 2} 460160 700104 WA WA WA 4 Mahan 07Mb1 0.C./ 12)25540. Cllpc(Fi5 at 780104 70016. 060 R. 1600104 16061 4 *whew 0 0.45' Ma O. / UCip. Into 178 Nun (fo 4} NIA WA WA WA WA 1 Anchor/ FClpplg 5i 196104 1191 2261 446104 0221 1361 1401 1771 2 Anchors 01.10' Mn O.C. I F.0 (Fig 45 240104 3501 WA WA WA WA 100104 WA NOTE: FOR THE OFFSET CUP, USE THE SAME .,NCHOR PATTERN AND ANC IOR VALUES AS THE STANDARD CLIP. HO08CMU FOtad C611 PT Wro4 NMI 3/1(7 Elm 1.1144con 1M'Elec. mown 1/4' 50 Elea 5/16" Eleo 1/4' 80 E1 6106164* 01261.4 612814.1 AOp.GMor Macon Aggr40Mar Screw (65) Sc1.w)G5) 804r. PM 7 2.17 1' 2.172' r 3-ur r 046• 0.19" 032.7 1414" 1.114- 14I4' 1.1144' 1-1/4* 1-544" 2' 1.356' 19/6" (6..6104/ 740 As 468104 604 68 118210. 716104 420106 580104 WA WA WA WA 782104 6401 1120104 7800h 936104 6001 236410$ 652104 6401 1120104 WA WA WA NIA WA WA 14321 370104 254104 3321 501 1 1031 2101 2001 WA WA WA WA 326104 4201 000104 2/0104 WA 540104 WA 260104 364104 380156 WA 5601 WA WA WA FIGURE 1: FIGURE 2: • • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • • FIGURE 8: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: X ( ANCHOR 0AP.,_» ) _ANCHOR CAP. `MULLION ,„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TIE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1.250•-"-t 5' C 28 1.25' X 3.180' X .265' MULLION (1-114' VF MULLION) 6 2 w H 2 Z 2 PRODUCT !WISED at combing with Iho Florida Beading Coda A0ompNna No i3 G.p,►mtW9Uga !G h I2 Conlw '-> L11111111///r `\„owl 1 N( !-.1. I%y/ �//i 'l ,.• �tOENSF • •., 'P i * No 58705 • tIr O 1 (I l5JI3 UJJ� •'. STAT 0• i .t� •' .. FLORIOP;.•.•C /'cSSIONAL- ? A. LY(.14 I! ii, P.E. FL P.E.# 58705 TABLE 9A 244426 Alum. Tuba MuBon A 501n Reelimpiei 71611699. Liming Lo.dng 60 6 Reca,o.h$ 666111019. La 49 Laming Mullion Caoaelh' Tab16 0661121 Opening Width (104- 1sAc6Nap6Mn0 mime) or 6611110 111110111 (for honzcitalltaparrin2 mullons) 701n 801n 901n 1001n 1201., 1401., 110., 6.aanpdr Tnp/Tdry. 1444tanguka Thp?rWr9. 14ec4rgAr 061116/l. 69(1600. h.VRAan9. R.(WpiW h(/n1.6 Recanp4r 6661146. 1ao1Ung4r - h4p/I1101. Loadrq Leming Leming Lo.60u Weft/ 1o636 L6minp 1.60019 Lo61Mp taxing •a0dn9 LOmi.g Lofting I64161 8 11. 1 11. 1 11. 1 id 1 1 111 111 h1 h1 1 g1 h1 111 11 1 h !Hi if 1.1 o e f 421n 170.0 620 1700 435 401n 170.0 701 170.0 624 60.025In 170.0 747 170.0 563 54 In 170.0 797 170.0 612 60 In 170.0 605 170.0 701 63 In 170.0 030 170.0 745 66In 170.0 974 170.0 709 72 In 170.0 1063 170.0 876 761n 1700 1122 170.0 937 761n 170.0 1151 170.0 987 001n 170.0 1328 170.0 1144 66 In 147.4 1226 181.5 1090 106 n 103.6 071 105.0 877 1111n 951 919 97.3 632 120 a 756 790 76.6 719 144 In 43.7 564 442 604 TABLE 9B Ander Clip Pa06016 I 1 111 II 941 1i 1100 744 170.0 470 170.0 686 170.0 500 170.0 902 170.0 519 1700 1116 1700 621 170.0 1240 179.0 621 170.0 14611 170.0 621)' 170.0 1736 170.0 521 170. Hu 170.0 621 170.0 850 170.0 604 170.0 992 1100 630 170.0 1133 170.0 661 1700 1276 170.0 677 170.0 1417 170.0 080 1700 1700 170.0 980 170.0 1003 170.0 600 170.0 2267 (700 690 170.0 090 170.0 031 170.0 1046 170.0 064 170.0 1105 170.0 723 170.0 1346 170.0 747 170.0 1404 170.0 766 170.0 1708 170.0 706 170.0 2002 170.0 766 170.0 2101 170.0 766 170.0 976 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 003 1700 1434 170.0 637 170.0 1694 170.0 666 170.0 1913 170.0 061 170.0 2231 170.0 161 170.0 2660 170.0 961 170.0 1063 170.0 797 170.0 1240 170.0 679 170.0 1417 170.0 944 170.0 1594 170.0 996 170A 1771 170.0 1033 1700 2126 1700 1063 170.0 2479 170.0 1083 100.1 2000 170.0 1065 170.0 1110 170.0 050 170.0 1302 170.0 040 170.0 1408 170.0 1015 1700 1073 170.0 1070 1700 1050 170.0 1122 170.0 2231 170.0 1100 106.7 2153 170.0 1171 1409 2663 170.0 1171 170.0 1160 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1000 170.0 1763 170.0 1165 170.0 1946 170.0 1210 170.0 2339 1700 1275 151.9 2437 170.0 1291 132.9 2437 170.0 1260 170.0 1276 170.0 1009 170.0 1461 1700 1126 170.0 1700 170.0 126 170.0 1913 170.0 1316 170.0 2125 170.0 1307 1466 2164 1700 1416 124.1 2164 170.0 1529 1042 2164 170.0 1530 170.0 1348 170.0 1660 (70.0 1570 170.0 1200 170.0 1764 170.0 1322 1661 1910 1700 1421 148.9 1950 170.0 1606 123.6 1960 151.6 1549 161.1 (900 184.0 1536 92.9 1900 152.7 1631 170.0 1361 170.0 1118 170.0 1611 (70.0 1200 170.0 1642 170.0 1300 162.7 1001 170.0 1474 137.4 1611 103.1 1600 114.5 1901 147.3 1473 96.2 1661 139.0 1469 06.9 1811 137.6 1454 149.1 1316 156.0 1219 127.8 1391 131.0 1191 111.6 4300 121.3 1179 90.4 1390 110.2 1162 09.5 1390 101.6 1147 740 1308 90.0 1122 43.9 1390 127 1106 65.9 1360 70.9 1090 112.9 1229 127.8 1019 105.3 1229 111.2 1061 02729 949 1014 01.0 1220 99.0 1029 737 1229 42.4 1016 61.4 1229 72.2 052 62.7 1220 65.0 077 46.1 1220 42.1 067 11.3 971 00.0 462 740 971 77.2 116 64.7 671 40.4 637 67.5 971 61.6 125 61.8 971 06.6 515 43.4 971 49.0 790 370 971 44.0 782 32.4 971 40.9 771 79.6 911 81.1 619 60.1 919 70.0 090 6.s •-119 629 764 63.0 919 56.7 764 47.7 910 511 774 39.7 919 44.8 750 34.1 019 40.2 742 230 9(9 37.1 732 62.9 708 64.5 705 63.9 786 66.6 196 47.2 TM 414 690 41.9 700 44.4 477 37.7 780 400 868 31.5 700 340 653 27.0 710 31.0 641 23.6 790 20.4 031 36.4 640 37.0 408 31.2 646 31.9 491 27.3 546 29.3 428 24.3 646 26.3 479 21.4 640 22.9 474 16.2 646 100 464 15.8 546 17.2 465 13.7 646 15.5 449 Anch0 T1pn: Edp LUanw Mk Embedment 0791 2 Anchors 061 4.75• Mn. 0.0. ! 8trWerd G6 MO. 1.2? 4 90,0506 ® 2.1111" Wt. 0.0. / 66derd Glp (F6*.30 6Anc6m 161.71 Mk. 0.0. / 6666 06 rt. 47 4 Mahone m 3• Mn. oz./ (1) 2.6 And. Glp Pig. 50 6 Anchors @ 3• Mn. 0.G / (2)60 9011. Cap 769.67 3 Anchor. m 1.31.11.,. O.C. / L1 Into 1/97 Num. 674 7) 6 Anthem O 0.64' Mn. 0.G / U-64, Into 1/97 Num. 719.60 2 Anehon o 2.6C Mn. 0.C. / F•Gip (89.00 3 Anchors 0 1.71.64(6.0.G / F.0 (0 (R9. 100 FIGURE 1: r I FIGURE 5: FIGURE 2: I 0f1 I • I I • • • 2.70 Comet. Anchor Capacity Tab* (Lbs) 3.04. Caw. YW Boo 111160.. 2.1/2 3.1/97 r (34• r 1.1/4• 60066 1044 Its 27011m 141616 14246 WA 19406 WA WA 16606 10006. L0406�1 2340 b 284416 81 WA 529 529 WA 529 WA 7436 7126 WA 70016 0186* 27016 3/10• Goo Mono l/4 01..08660 1• 4.94. 300 b 740 b 6156 78016 11706 WA WA 37016 39016 FIGURE 3:• I^ • I II • 2-02- 1-3/4' -(121y4• 2906 74016 110508 7476. 11141614- 74/A 1109»WA WA 3706 38016 FIGURE 4: 1• 1-314- 160 6 0306 7686 0106 102016 W WA 3156 340 6 • • FIGURE 8: • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10 1 • 11 • ANGLE CLIP (FIGURES 538) MUST BE USED IN PAIRS. 311971300 Lllncxe TABLE NOTES: 24/2' 14/4" 28016 56016 7056* 0606* 64016 WA WA 28016 2006* 110164 AU 128 Boo 0889.60 l• 7.1/27 1-1IC 1-1/4 56460 7406 WA 69516 WA 7696 WA 7106* WA 114016 WA WA WA WA WA 34616 WA 5106 F81W CAW PT Woad 81.1.1 1/C 88 Elco 6/1C Eke 1/4' 63 06* 910 Bad 812 910 61286.1 A99004144 U59.16n A99n00or 346(66) 80.06(05) 80/+w(06) ✓ 3.1197 2 0.414 0.64- 0.324- 1-114• 1.1/4- 64616. 684 b WA 660 6 WA WA 93616 800 6 14041: -1330 6. WA WA WA WA WA 4406 4616* 4406 11426* WA WA 2364 be 354616 WA 009 WA 11521. 146• 3266 4226 97016 652 an 97016 WA WA 3206 32416 1.3/6• pax nn. 4) 4206 0606 04016 11206 126016 16106 9406* 11206 (260 16 28p7 51016 PtlA WA 2140161 42016 68016 4206 00016 CIRCLED VALUES ARE USED IN THE EXAMPLE 014 SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dp X ( ANCHOR CAP.,„„„„„N _ANCHOR `MULLION CAP.,.„,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 014 SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANO .04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND 938. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r X 4 X .25• MULLION 14 i d g15 0. ZCO � N O ww 0 m • reI a m La - a P . UQ 2 W D r - D 84 ill cc /n 44-) Q1t Z co celn a N to ]C X rJNa00 a z min §-I RODUCT REVISED wills F.I Florian 1 complyingy�•• lu00719 Cork L 4�09 6111466no.649 c' IOl13 -3r •• Cr: Niam1b08l it 0416403661) ,00111111//AA• `��• ON( �0 n r M/C�''/�/i '•a•' \'\CENSE '•F�p • ' No. 58705 • :7::.--0:.•.6k-4-11 t3 ST !.S9/ONA1.• A. LYNN 28(1 R, P.E. FL P.E.8 58705 TABLE IOA 2X62.26 Alum. Tubs Mullion Mullion Cspasks TabIs 8b06 Opening WW1h(for o Uc.Iyp. u'Qmt./Sore)orOpeningHs 0015 COM 7010 6005 001n R61a0144 Tr.p/Tdaip. R•d141144 1045R114n9 R0.1np1a T145Triao. R.c1a11a " TapRdal R.c1411094 1115/11161. L4491 Lofting Lo.d o L490 9661 30.015 10.31 La•31 1444411444 Imam 111h1111h1h1h111 11111h 111111it11111111111111111111111111 111 I 42 M 170.0 020 4635 170.0 708 10.42635 170.0 747 544 170.0 707 Ooh 170.0 865 63144 1700 om 0804--- 170.0 074 M 700 1003 1700 435 1700 170.0 524 170.0 170.0 503 170.0 170.0 012 110.0 170.0 701 170.0 170.0 745 17.0 170.0 789. 170.0 72 11700 870 170.0 70 h 170.0 1122 170.0 937 170.0 70 4 170.0 1151 170.0 001 170.0 901. 170.0 1326 170.0 1144 170.0 866. 1700 1417 1700 1232 170.0 1084 1700 1504 170.0 1400 170.0 111 In 170.0 1530 170.0 1451 170.0 120 4 170.0 1771 170A 1590 170.0 144 h 125.1 1601 125.6 1445 101.3 TABLE 10B Archy Clip Patterns 744 170.0 476 170.0 008 170.0 650 170.0 504 170.0 902 170.0 OM 170.0 031 1700 1048 1700 6!e 170.0 691 170.0 1115 170.0 1003 170.0 707 170.0 1240 170.0 1116 170.0 050 170.0 1302 170.0 1164 170..0 003 1760 1364 1700 1270 170.0 1000 110.0 1460 170.0 1340 170.0 1060 170.0 1570 170.0 1581 170.0 1110 170.0 1041 170.0 1504 170.0 1326 1700 1850 170.0 1700 170.0 1434 170.0 1913 170.0 1013 170.0 1047 1700 2231 170.0 1066 170.0 1700 1700 2203 1700 2125 170.0 1000 154.4 2252 160.0 1564 106.1 1425 09.4 1564 01.5 8u0.IMr Ar•hor Typo. Edge 01610.0. (h7 Embedment On) 2 Amnon 0 4.75 4h 0.C. I BdndI10 CMp IN. 1a 20 4 Anchors 0488' Min O.C./816440d CIM1F0 31 8 Andra. 0 1.7T M.M. O.C. / 64•35n/ C8p (F0_45 4 Moho. 0 3' Min 0.G / (2) 245 A49. Ups (F0. 50 4 Armee.Q3•N10 O /(2)245 AAO1.CV. (F0. 6): 12 Anchor. 0 1.5 Min 0.01121245 An&H Clip (F0. 7): 4 Anoints 0 1.34' Min. O.C. I UCOp, Into 1/e' Alum. IFO. 87 8 Anchor 0 004' MM. O.C. / 006p. Into 115 Alum. (F0. 93 2 Anchor 04.05 Min Q. 4 FCllp (F0. 103 4 Anchor. a 1.71' Mn 0.0 / FCOp (FM. 117 FIGURE 1: FIGURE 2: FIGURE 3: • • • • 6 508 630 604 754 678 170.0 092 170.0 1133 170.0 1105 170.0 1270 170.0 1417 040 170.0 1002 170.0 1126 170.0 1200 170.0 1260 170.0 4408 170.0 1622 170.0 1670 170.0 1932 170.0 1486 1656 4700 1704 1042 2125 2207 2650 2021 1001 135.1 2252 1407 70.2 1504 170.0 170.0 170.0 170.0 170.0 17.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 141.4 607 510 1700 061 170.0 723 170.0 933 170.0 044 170.0 1015 170.0 1006 170.0 1228 170.0 1322 470.0 1300 170.0 1083 110.0 1704 170.0 2070 104.6 2149 151.8 1064 120.1 1300 603 An -her Capsolly Table (lbs) 2.35 Concrete 368 Cam. 615 Ebo 3175 Eko UMwcan 1R' Eno MaconUlbso.1 715 Et* Ullman 1' 2-12' 7' 2-12' 11/0" 1" 11/4' 1341' 1.344' 1.314' 36014 38014 45014 090104 1044 00 27014 28010a 78014 70010 90014 178014 308414 640104 1 50004 11806 1400b 10106 25666 WA WA 9406 1008. 760104 55014 16001E 181010 640 b 58014 1550 0 1530104 1360 0 3120104 3702104 1000 6 1120 e. 1060104 240014 144014 370014 WA WA 132014 _ WA WA WA WA WA -WA WA WA WA WA WA 930 WA WA 390 6 39014 I 450104 593 b 1632104 270 0 200 0 6 0 500 700 50614 12060 WA WA 470104 1114 1275 1345 1434 1504 1573 1753 1913 2019 2072 2301 2550 2701 2532 2252 1584 170.0 521 170.0 077 1700 747 170.0 637 170.0 080 170.0 107 170.0 1155 170.0 1310 170.0 1421 170A 1474 4700 1703 170.0 1052 170.0 2271 102.3 225 127.2 1030 72.3 137 gM (for holizOr1aM6P61n1119 mullions) 1004 1204 1401n 10040 R6c4.056r 94979% Roolmpia T1411/T149• R91109414/ Tr•yTa10 R601916r 14.51111000. 10.31 Luring 14631 Lo•dp Lacing 1461170 Lo.31 londg 1 II 1 II II II II II II II 170.0 1240 170.0 521 170.0, 1456 170.0 1417 170.0 060 170.0 1700 170.0 1404 170.0 756 170.0 1793 170.0 1504 170.0 656 1700 1013 170.0 1771 170.0 1033 170.0 2125 170.0 1056 170.0 1122 170.0 2231 1700 1048 170.0 1210 170.0 2335 170.0 2125 170.0 1357 170.0 2550 170.0 2243 170.0 1505 170.0 2692 170.0 2302 170.0 1564 170.0 2703 1700 2058 170.0 1011 170.0 3186 170.0 2833 170A 2005 1000 3199 146.3 271 101.11 2333 123.0 2701 936.6 2032 148.4 2210 113.5 2033 100.1 2252 118.1 1016 00.1 2252 524 1564 65.7 1350 93.1 1604 N1Ib.CMU 130' Moo Macon 2-12' 1' 1.1/4' 1-114' 36414 70814 WA WA WA NIA NIA WA 354 0 WA FIGURE 4: FI MAE 8: FIGURE 9: ,IGURE 10: • • • . •0 • • • • • • • 'PURE 6: ,IGURE 6: • • • • • • • • • • • FIGURE 7: • • •• • 1/4'56 Ella 1616' Elco A90mGNor llllr.0an 2.12• - 2' 1540' 1.114• I 1-1/4• 1-114' 74014 458 0. 064104 140010 WM b 110414 10086 N/A WA 70014 930 6 8006 152014 1072 6 11001t• 160014 WA WA WA WA 532104 WA WA WA 74014 533104 TABLE NOTES: WA WA 400104 WA FMI6d CMU 1/4" 68 Elco /00410419 2' 2' 110210. 230414 WA 23434104 47266 WA 40A WA 1162 WA 170.0 621 170.0 170.0 660 170.0 170.0 758 170.0 170.0 081 170.0 170.0 1063 470.0 170.0 1100 1700 170.0 1275 170.0 170.0 1460 170.0 470.0 1020 170.0 170.0 1700 170.0 1700 2125 156.0 170.0 2330 137.1 140.4 2281 405.6 126.1 2108 67.0 00.6 1072 77.2 56.0 1330 44.7 1735 1953 2002 2231 2470 2903 2727 170.0 170.0 170A 170.0 170.0 170.0 1700 521 050 756 661 1063 1171 1280 2075 170.0 1520 3140 170.0 16044 3223 170.0 1777 3413 170.0 2273 3100 1060 2470 271 126A 2234 2632 116.1 2126 2252 66.0 1816 1304 40.2 1305 7791446 ' Nora 0105961 012 81.01 412 510.1 flaw 639 80,80465) Saar (G5) 0.15 0.61" 0.324" 1.3/8' 1648' (.6. nolo 4) 325104 420 0 500161 652 R. 040 86 1120104 1301 0 19000» 22400. 0826 940104 11200 1301104 180014 2240 6 958 b 2520104 336014 WA WA 14320 WA WA 2864 6 320104 42014 0000 652 6 4100 11200 170.0 170.0 470.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 130.5 120.0 02.7 65.4 07.0 361 1983 170.0 7167 170.0 2391 170.0 2550 170.0 2833 170.0 2975 - 1700 3117 176.0 3400 3500 3963 3413 3109 271 2032 252 1504 170.0 170.0 1700 170.0 150.1 1100 1003 81.4 44.4 021 008 755 eel 1063 1171 1206 Ism 1705 170 2301 2421 2100 2050 1006 1293 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,) X / ANCHOR . ANCHOR CAP.,,,, `MULLION CAP.,,,,.. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • ANGLE CLIP (FIGURES 5' 7) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANO GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I- 2.000' -I zi 2' X 6' X .26' MULLION le -tie RI g - p a d o lid w J 7 0 T- ill o - 0- 408 U i W a hon _,_ M J Q 0. 1?i Z r. W C4 IN X 2 Y Q N Q a Z suds.gg, 00 0omplyin0 wld the FIo7Ld0 Acoeptanoe No i - s t---RU4L�'L 4...� Mlenti Dsde Product Canard 1114111(11//11, .1 i OcENsk- 6• */ • No. 58705 ' 14'4 p; `..J(/S/3�• STATE 717/ BONA).. E 1•• /44,11111111 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 11A 6010 601n R1a1Me11w 1.26' 0 2.11" 16.60 a. 126' Alum Tube Mull 1 4210 481/3 Mullan Ceaseltv Table (Ibent11 Openlnp Wldth (for v6Acay-epanrinp millions) or Opening N6 OM (for 6043061a1y-00910 701n 801n 001n 1001. 73.916.00. RW.,QjL Trap/Tem Rai . 01.0 Trepfkle o. Lealed Loading 3.0.500 Loeibrd L065np 11111 111 Milli 11 RecWpam Tn9Tdw0. Lading Leming 1 h1 h 11111111 144.2 526 167.0 420 120.2 626 1469 419 103.0 526 1369 414 90.1 626 134.6 411 80.1 066 403 1060 333 60.5 403 94.7 325 490 403 66.4 320 004 403 61.4 317 63.7 50.626)0 823 342 91.0 301 606 362 70.3 294 668 362 7t9 260 61.6 312 67.2 208 45.7 54 N 57.0 316 74.1 217 51.5 310 64.2 261 48.5 316 57.7 256 42.4 316 53.5 253 37.7 49.5 266 63.1 219 41.2 268 45.7 214 35.3 168 407 210 30.9 256 37.2 207 27.5 427 234 45.5 200 35.6 234 39.1 196 305 234 34.7 192 267 234 314 180 23.7 37.2 213 39.4 113 31.0 213 337 179 26.5 213 29.6 176 23.2 213 27.0 173 206 2E6 179 30.1 155 23.9 170 25.6 152 20.4 179 22.6 149 179 179 203 147 159 24.3 161 264 140 20 3 181 21.6 137 17.4 161 16.0 138 16.2 161 17 0 133 22 6 152 23.6 133 16 6 162 110 131 167 162 17.6 126 CO In 631. 36 In 72 In 7610 7010 TABLE 11B 278 Commie AndreP,00m9 Amber Tip.: 3114 Eke Mem* C9p Edge Molina My. 1' 2.177 I Embedment (Mg 1-374' 1-314' 4 Mahan O 3' Mn. 0.C. / (2) 265 And. Cep. (ip. 1): 750 Me 760 )0. FIGURE 1: I• Anchor Capacity Table (lbs) 3.95 Conn. 6010 Eko 1/4' Woo U6.aen 1' 2.177 1-374' 1074' 44010. 156016. • VII • . ANGLE CLIP MUST BE USED IN PAIRS. 3-19' 2' 180010. 3116' Boo 359.00n 1' 2-171" 1-114• 1.1/4' 5409. 5601. TABLE NOTES: 626 134.1 411 403 79.1 315 362 94.6 264 Rectomulm L6rere 11 1I 316 50.6 250 250 34.9 204 234 204 166 213 25.1 170 179 16.7 145 721 526 443 403 41.2 382 33.9 316 247 256 21.4 234 10 E 213 Hallow CMU 1/4' Eke Ulm.* 1' 2.1/7 1-174' 1-114' NIA 740160 ng mullOnS) 120)0 14015 Tn ee% 1110cW43S1r 7I417T6410 R.o6r418.1 71•976.70 te.1149 18.3.59 1.1,40 1 111 II II 11 11 11 11 134.1 411 60.1 750 314 403 626 134.1 411 403 769 314 63.6 283 34.3 362 63.5 49.5 240 28.3 310 40.1 334 203 20.6 266 32.2 28.0 184 17.6 234 26.4 23.7 100 15 5 213 22.2 1114.88 Eke,A90.0.k. 2' 1-1/4' 038160 263 248 231 103 167 Lorene 18069 1 hi h II IIsi 51.6 526 34.6 403 134.1 411 43.1 626 134.1 411 716 314 302 403 746 314 263 26.7 341 636 263 246 21.2 316 49.1 246 201 155 256 32.2 201 183 134 234 266 153 168 11.6 213 22 0 104 29.4 362 63 6 24.2 316 49.1 17.7 266 322 16.3 234 20.5 13.3 213 22 0 Filed 061M PT Wood Motel 5116' Elco IN' Se Eke 410 81x1 Ubxa /00.00164 80..40 (05) 3.170' 2' 0.40 1474' 2' 14 /6' 00015 236400. 06270* 012 00541 412 86644 0awv(00) Wow (061 0.64' CM' 1010 (see 104 4) 04010. 143210. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: x (ANCHOR CAP.„,„,„„) ..ANCHOR CAP..,. MULLION CAP.,,,.,.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1640. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG 09 0.65. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .126' THICK AND A38. Alt. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I_ x .125' 1.26' X 2.11' X .126' M(JLUON (INTEGRAL FIN MULLION) PRODUCT REVISED as complying wills the Florida Building Code Al Acceptance No 13 Exp . Date M 484► 15.1 os Z\`\LYNN.- it ; i OCENSE '•. * No. 58705 STA ES A. LYNN MILLER. P.E. FL P.E.# 58705 TABLE 12A 3.26" 30 DEO. AL BAY MULL 601n SO In Rostangslor 714WTdats. FY9.npiv Tnprt0.n9 Lasing Lewin; IL.1 g La.4.9 Mullion Capacity Table (Ib9Mttl Opening Width (for vaMc•lty-9pam5rg mti0arr) or Opening Hight (for )oAur0a1y-apalrlrlg minion) 701.1 00 M 901n R6wW1pd. thpl1dn9. Swimsuit Load% <a.di0 144459 1 hi hi hi 11-I h if 421n 170A 620 170.0 436 170.0 744 170.0 476 170.0 000 170.0 46 • 170.0 708 1700 524 170.0 660 170.0 524 170.0 992 170.0 00.4261.1 170.0 747 170.0 663 110.0 006 170.0 031 170.0 1046 170.0 64 N 170.0 707 170.0 052 170.0 906 170.0 691 170.0 1116 170.0 506 630 064 764 170.0 170.0 170.0 170.0 902 1133 1196 1210 OO In 170.0 600 170.0 701 170.0 1003 170.0 635, 170.0 930 170.0 745 170.0 1116 170.0 974 1100 789 102.4 1016 165.0 72 In 140.6 000 147.9 764 117.4 560 126.0 76 In 119.7 700 125.1 600 99.6 790 106.4 701,. 510.9 750 115.0 067 92.3 790 08.1 90 In 72.1 503 74.4 500 001 063 92.9 961n 69.4 496 61.5 § 661n 170.0 797 167.0 1210 170.0 600 1502 1160 168.3 681 5306 1048 140.0 740 100.6 010 110.0 670 06.0 790 93.3 044 79.1 760 64.9 491 61.5 063 64.0 678 933 084 734 663 632 463 146.1 1210 131.4 1160 114.3 1040 66.0 860 74.0 760 602 700 46.1 563 443 496 496 61.6 433 42.4 495 449 427 37.1 495 1001n Tnp/Td.1n. Looting Twp/Tdno. Rad.lp4a Tra lTd.p. R.abrpd.r Losing Loading loosing Lo.d • 120 In 140E 100 N R.00a59i. Tnp7Tdala Reo0Oir Tnprtda.a R..Wtpi. ' TnplTdalp. Lo.dt9 I8.d a l6' " 6 1911.19 Ueda' Wins 1 gi hd 1'd hi hi hi hi hi hi hi h it 11 n 170.0 619 170.0 1110 170.0 621 170.0 1240 1700 061 1700 1276 170.0 677 1700 5417 1700 723 170.0 1345 170.0 747 164.2 1443 170.0 603 1604 1353 170.0 837 144.3 1363 170.0 944 129.9 1218 169.8 930 116.9 1218 163.0 014 116.8 1160 141.9 1 924 106.1 1160 133.1 050 101.6 1046 123.4 1 030 91.4 1048 100.0 722 76.2 090 62.00 712 70.4 000 63.9 652 06.6 790 78.9 643 59 9 790 77.1 621 61.5 760 70.8 612 66.4 760 469 476 40.1 063 44.4 1 460 361 063 39.9 421 33.0 406 36.1 1 415 29.7 496 1081n 41.7 301 424 363 34.8 301 36.9 340 29.0 301 31.1 342 26.1 361 170.0 621 170.0 1401 170.0 170.0 680 1622 1622 170.0 170.0 766 136.9 1443 170.0 170.0 246 120.3 1363 170.0 641 621 170.0 1736 170.0 621 149.1 1740 170.0 621 660 130A 1622 170.0 080 114.2 1622 170.0 600 766 1178 1441 170.0 700 102.0 1443 170.0 166 103.1 1353 170.0 661 90.2 1353 170.0 601 1216 146.1 913 73.1 1210 146.1 913 129.2 970 65.7 1160 126.2 070 106.2 691 67.1 1010 100.2 010 162.1 924 67.4 1219 1401 953 93.6 134.2 906 976 1160 120.7 971 75.1 1190 110.6 630 762 1046 109.4 821 65.3 1046 66.2 703 567 000 79.2 893 50.3 71.7 636 49.9 790 65.1 624 42.0 65.7 905 49.2 750 69.4 694 400 402 30.0 663 36.2 462 332 400 24.9 495 29.1 400 274 337 232 391 24.9 333 200 301 22.6 728 17.4 391 19.7 321 111 a 380 370 39.2 335 32.0 370 33.0 1201n 304 317 304 209 25.3 317 1441n 17.6 220 170 203 TABLE 128 Anchor CIp Pattens 6.3.111.: Ari. Typo: Ed96 Milano (60 Embedment 246: 2MMa.®6' LW.O.C. 7(2) 26664#. C9p.(919 16 4 Mc11011®3.6' Wn. O.C. / (2)216 M. alp. (Fig. 26 6 Anchors 2.71' IM. O.C. / (2) 266 Mgt. COp. 1g. 3): FIGURE 1: 11 FIGURE 2: • • • FIGURE 3: • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. • 29.0 330 274 370 204 325 24.0 370 26.3 320 21.4 370 22.6 310 10.2 370 200 312 10.0 370 16.1 306 264 21.7 357 22.6 200 19.0 317 10.9 276 16.9 317 17.6 273 2.70 20164.1, MohorCapaolly Table (lbs) 3.68 Cane. 6114. Elle 3/18' END 001106n 1/4' Also III,90an 1' 1.14' 390 b 760100 11201.1 2.1/2' 1414' 3009. 78004 112000 1.14' 4503. 7903. 908 0. 2.1/2' 1314" 6903. 16703. 2240 00 3.05' 2' 170094 25253. 225410. 3516' Eke Lamm 1' 2-1/2 1.1/4" MIN' 2703. 2003. 5400. 560 No WA 6400. Hollow CMU 1/4" Elea LIMN 1.114' 354 3. WA WA 2.112 1.114' 7403. 1120 0. 10693. 1/4" SS Eke 1-154' 446 3.t 9383. WA 610 705 660 44.0 900 76.4 660 790 02.1 610 37.4 790 01.6 417 36.6 760 56.2 568 34.6 760 660 986 26.4 663 33.3 445 22.6 663 310 442 21.2 496 26A 394 18.6 496 26.0 300 14.9 331 51.6 310 -- ---------- Rod CMU PT Wood 69401 6116' Eloo 114' 68 E100 110 3106 112 05.05 012 10911 161.0000 A83.Gtl6r Wow (05) Saw (GO) Saw/ (05) 3.1/8' 2' 0.4r 1.1l4' Y 1-318' 720134 116215. 226 b 0001. 2364 3. 60204 1320 as WA 978 b 054' 0.324' 1-316' Nee nolo 4) 42018. 66015. 640 b 1120 b 120003 10501b4 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.66. ALUMINUM SHALL BE 6083T6 ANO BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„,,,) X ( ANCHOR CAP"'"'"'") .ANCHOR CAP.,,, `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. tal It 4 CO 0 xiJ 7 2 XI LL m a J t/) 0 t� W Z Ng k w jJ j tZ i 1.) m or us Ce (.8 dYY 0 Q <4 O E a. i k8A PRODUCT REVISED Its complying wills thede pbrid9 C Building Co "Dr""2 MirosiDadeP10d11atOt14- ' .111111111 II///! O'.11110.0/�45�,� � P?•'LIGENSF''•�F.p ��' -D 4 No. 58705 13 J STAT AF\ l%��SS.FCORIOP.•�`, S '/,IONAL Ns'‘ A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 13A 3.26" 45 DEO. AL BAY MULL a 421n 4040 50.62510 649 609 639 969 721n 7610 7010 901n 809 1099 1111n 1201n 1349 TABLE 13B Mullen Cruelty Table Obdllel Opening Wldlh pavnIcel ap.TIrlg nano,) or Opening H.yht (for fwlxor*aly.parrlrs1 minors) 50In 00 70In 8010 0010 1909 1201n 1409 1001n 11010000 110/109. 119000 119.100). R.olo, dw 190/111409. R.danvvir 110910ng. R.o3W.r 14.517609 R 5nr Ml T10l11109. 0019991.r 70/11019. R.o16n04w 706/76000. 8501590.0 10171140. Lo.dng 10470 0000 14.6..9 Lo.dng 10.476 10000 L6.dn0 IA.d1r. Lo.dn0 1000 Leming Lo.4r 10400 1.01/4 LwdrW 16.44. Lo.dnO 170.0 170.0 170.0 170.0 170.0 170.0 170.0 161.0 137.4 127.1 127 002 471 44.1 56.9 20.2 hi hi hi hi ill iti id hi hi hi II I i 11 11 11 II II II 11 II 11 II 020 116.0 4 700 110.0 524 176.0 650 747 170.0 503 170.0 797 470.0 612 170.0 865 170.0 701 770.0 030 170.0 745 170.0 974 170.0 700 170.0 1010 169.6 077 134.7 900 143.6 792 114.5 481 132.6 754 105.0 848 85.4 674 68.9 504 70.7 506 56.6 440 46.0 405 39.9 425 15.0 335 30.8 364 35.4 331 29.1 253 20.4 233 IBA Anchor Clip Patterns 8066 950 1063 1116 1160 1010 906 646 sea 140 425 364 253 005.84.: Mehr Type. Edg6 c481.1110 gn). En•.an9419): 2 Anchors ®5' ton. O.C. 7 (2) 205 Mg0 Clip. (Fig. 1): 4 Indica Q A6' Mn. 0.C. l (0216 A904160 (00.2x. 0 Anchors ® 2.7r Min. 0.C. / (2) 215 9194 00ps (Rg. 3): FIGURE 1: • FIGURE 2: • FIGURE 3: • • u • 1 11 1 • • • 170.0 479 1700 996 1700 500 170.0 002 170.0 594 170.0 092 170.0 630 170.0 1133 170.0 031 170.0 1046 170.0 804 170.0 1195 170.0 001 170.0 1119 170.0 754 170.0 1275 170.0 707 170.0 1240 1700 679 157.1 1309 170.0 650 182.9 1247 170.0 040 142.5 1247 170.0 003 1404 1100 163.7 985 129.0 1190 144.6 859 115.4 1010 127.2 842 101.0 1010 122.0 775 001 009 107.1 761 05.9 005 112.5 730 90A 801 99.6 725 71.4 at 72.1 501 591 646 920 554 51.7 046 60.1 450 46.7 660 51.4 491 42.6 500 412 360 34.2 440 36.7 303 20.0 440 37.0 379 31.5 426 32.1 373 27.6 426 29.8 329 34.9 364 26.6 321 21.8 304 17.1 230 2.7k ConCnb 1/4.010 Mame 3116' Elco 111149000 1' 2-12' 1.314 144 300@. 36010 78036 700136 112010 11206. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 061 170.0 1276 170.0 677 170.0 1417 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 903 170.0 1434 170.0 977 553.2 1455 170.0 044 130.7 1309 1704 900 126.7 1309 1641 983 126.7 1247 152.6 965 114.0 1247 147.9 045 115.4 1100 430.6 028 103.9 1100 114.7 920 60.8 1010 105.6 817 80.0 1010 98.2 740 78.3 006 10.2 738 68.7 (00 683 713 70.0 901 91.0 703 60.0 901 58.1 545 40.0 640 50.0 537 41.4 848 45.0 463 37.9 500 41.4 470 34.1 560 31.7 397 266 449 298 302 23.9 449 29.1 307 24.5 425 26.2 302 22.1 426 22.0 317 10.4 364 20.5 313 17.5 384 Anchor Cepacly Table Obs) 3.69 Cane. 5116• Eko Ub•CM 240' 3-1/4' r 2.177 14/1- 7 1.11' 1-1/4' 8010 1700 Ms 270 As 280 Is 16791b6 2525136 540 9. 660 b 2248 b 225410 WA 844 b 1.374 460 60 790 9. 958 b 3/16.1ko 11949060 TABLE NOTES: 11399w CM11 110' Elea 143acon r 2.117 1.114 1.1197 35410. 7400. WA 112036 WA 105910 170.0 521 170.0 610 170.0 758 170.0 656 163.5 994 144.3 452 120.1 914 969 807 62.3 75.4 17.0 301 20.1 24.0 107 729 694 530 470 377 356 300 170.0 1466 170.0 521 1700 1735 170.0 521 160.3 1971 170.0 521 163.7 1637 1704 660 140.3 1637 170.0 080 122.6 1637 1700 000 147.1 1562 170.0 170.0 756 110.4 1552 170.0 750 120.3 1455 170.0 170.0 841 97.0 1455 170.0 861 104.8 1309 157.1 157.1 902 786 1300 167.1 002 05.0 1247 130.2 135.7 035 71.3 1247 135.7 035 506 1100 119.6 600 742 1100 116.1 603 14.0 1190 110.7 803 87.3 1010 90.9 795 57.7 1010 67.8 700 60.5 1010 57.7 780 57.3 900 74.7 711 49.1 006 71.2 710 429 906 70.0 706 53.0 901 00.1 601 45.4 101 64.5 675 39.7 681 13.7 672 34.5 040 413 519 20.6 640 302 511 25.9 040 31.5 507 264 568 33.4 459 24.3 518 30.6 452 21.3 646 28.7 447 20.0 449 22.7 309 17.1 449 20.4 361 15.0 440 16.9 366 14.4 425 20.7 550 15.9 425 166 343 751 128.1 1652 001 110.8 1455 160 09.8 1309 480 81.4 1247 F61W CMU ' PT Wood 1144 114.68 6400 9101E4e0 4/4.88 Elm) 010810 11281.4 41281101 Agg.04al Maw A0g.04ar Saw (01) 800(135) Screw (06) 7 11/r r 0.40• 0.64' 0.324' 1.1197 1-114. r 1-314 1.348- Mee 01.4) 456 b 720100 1182 Ms 32616. 4201918 5501b 930160 500 646 2361136 853106 BIO IN 112016 WA 132036 WA 976366 120151 16100 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 806345 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X / ANCHOR CAP.,,,,.,.,) . ANCHOR CAP.,,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TIE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR HICH MAY BE USED TO QUALIFY ADDITIONAL R OPTIONS FROM THE ANCHOR CAPACITY E. : RODUCT REVISED s complying 0046Ih0 Rot Ida %see a cede lacpw, 4�- �V�yOQifVYt7b uN+No isid (ionDet Aland .340 Product _.1\111l11/1/,, \\`ONS LYNN 11/4;,1*/, 3.260' \ * No. 58705 STATE O : <(/ '''/SNI�/6NA' E A. LY1)tt�R, P.E. FL P.E.# 58705 S. 06 �r� 1" X 2' X .126' MULLION 6063-T6 ALUM. X -SECTION .376" MIN. .375' MIN. 2.000' 1. X 2' X .376' MULLION 6063.76 ALUM. X -SECTION r STANDARD CLIP 6063-T5 ALUM. X -SECTION r 3.125' 4.500' 125' f CUT HERE TO I .376' - CREATE F -CLP. SE DETAIL F. SHEET• .125' - -1 1.000' r-- 1' X 2.76' X .376' MULLION 6063 -Te ALUM XSECTION 11' .125' 2.126" U -CLIP 6003-T6 ALUM. X -SECTION Imo`®I --i .740- .338" MIN. U -CLIP 6063-16 ALUM. USED FOR ALL 1'X2' AND t'XSJbj11AONs. 9TOPVIEWW�d / CENTER OF ANCHOR HOLE MUST LIE --WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16'. :.500" STANDARD CLIP 6003-70 ALUM TOPVIEW C .336' MIN. I-� n,I U -CUP 0063-T6 ALUM. 1' 3.125' X.600' MUL ET e -1 1.000' 1- - 1' X 2.75' X .650' MULLION 6063-T6 ALUM. X -SECTION 2.+90' II --.125" -1.000'-I 3.-25" Gs!!!L .500 1' X 3.125' X .5' MULLION 606348 ALUM. X -SECTION 2X6 ANGLE CLIP 6003-75 ALUM. XSECTION 5.000' f .375' M14. 1 F- - CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE MEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER; ANCHOR DIAMETER • 1/16'. TABLE 8 Mull Dimension (sheet 0) 1" X 2" X .125" (5) 1' X 2" X .375' (8) 1" X2.75" X .375" (7) 1" X2.75" X.650" (8) 1" X3.125" X.500" (9) 1.25" X3.188" X.285" (12) 1.28" X 2.11" X.125" (16) NOTES: CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE -SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16'. Mullion 66605 888008 68807 88608 66637M 66641M 69370 3.ii' 1.25' X 3.105' X .28S MULLION 6063 -TO ALUM. X -SECTION 2X5 ANGLE CUP 6063-16 ALUM. TOPVIEW PGT Part* Std. Clip Offset Clip U-CIIp Angle Clip 666113M 6881118M 666243M 666511M 668114M 6861119M 666244M 66651260 86611560 6661120M 68824560 888513M 866116M 8861121M 86624660 866514M 6661116M 6861114M 88624260 668515M 8031117M 6681113M 66624160 666516M WA WA N/A 666517M TABLE A Dimension A (+1.268'-1 ^"--.125' 2.116' 126" 1.26' X 2.11' X .125' MULUON 8083-16 ALUM. X -SECTION Value (In) 1.625 B C D A B C D A B C D E A B C D A B C D A 8 C D A 2.654 0.895 0.740 1.125 2.404 0.635 0.490 1.875 3.000 0.757 1.118 .450 Min. 1.312 3.000 0.476 0.836 2.000 2.637 0.863 1.137 2.625 3.262 0.862 1.762 1.813 For Mullion: 1 X2" X.125" Aluminum TUbe Mullion 1 X2' X.375" Aluminum Tube Mullion 1' X2.75"X .376 Aluminum Tube MulNon 1" X2.75' X .650" Aluminum Tube Mullion 1" X3.125' X .500' Alum Tube Mull 1.25' X3.188' X .265" Alum Tube Mull 11.26' X2.11" X .121" Alum Tube MuN 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Z EVtSED CUP FIGURES RODUCTILRVISBD joo.npIy ne will. the Monde _.`ndin8 u -i 3-o81S 2D16 Dade 1, _0111111///I/, unN �.•'• OCENSF'•.. F,P • *•• No. 58705 '•* a =te�)sr ".; STATED CVS: ONALIEos A. LYNN'MILL R, P.E. FL P.E.* 58705 1.000" — 4.000' 4.00' 125' 1' X 4 MULLION 606346 ALUM. XSECTION .125' .125'--�i-- .126' .375' ' 1'X4'X.375' -T MULLION 6003-T6 ALUM. X -SECTION 30' BAY MULLION 6063-T6 ALUM. X -SECTION 45" BAY MULLION 6083-T8 ALUM. X -SECTION NOTES: 155" 1:, - 1" X 4' X .375 'T -MULLION 6063-T6 ALUM. X -SECTION MIN. 2.825' 376' I r 2.8 5'F — 3.126" 126' r.126' STANDARD CLIP 0083-T8 ALUM. X -SECTION CUT HERE TO 37b' _ CREATE F -CLIP, SEE DETAIL F, SHEET 4 .740" 125" 7 �T 2.125' .126"-J LLCUP 6063-T8 ALUM. X -SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. - --DISTANCE. MA 0MUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER . 1116'. MIN. 2.250" :.500' � .740' I I -I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 8063-T8 ALUM. TOPVIEW F.376" -' — 1 OFFSET CUP 6063-T8 ALUM. TOPVIEW 3.000" U -CLP 6083.78 ALUM. op) FQRRN V X 4" MULLIONS SHgTS 19 511 TOPVIEW r i CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER * 1/16". 2X6 ANGLE CLIP 6063-T11 ALUM. X -SECTION 6.000' .375' MIN. 2.375' MIN. 2X5 ANGLE CLP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW --WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. TABLE C Dimension Value (In) For Mullion: TABLE D Mull Dimension (sheet #) 1" X 4" X .125" (10) 1" X4" X.375' (11) 1"X4"X.375"7(11) 30 Degree (16) 45 Degree (17) F G H F G H F F Mullion 89384 66610 68653 66649 86650 3.887 1" X4" X.126" 1.000 Aluminum Tube 2.880 Mullion 3.187 1" X4" X.376" 0.757 Aluminum TUbe & 2.430 "T' Mullion 2.813 30' Bay MuU 2.876 45" Bay Mug PGT Part # Std. Clip Offset Clip 888111M 6661122M 888112M 6661123M 666112M 8661123M N/A WA N/A NIA U-CIIp 88824/M 668242M 688242M NIA WA Angle Clip 666516M 668519M 888519th 668511014 6885111M 10 i tele GI i Ft 0 laic w rt J D m 1 it w� —D. P 0 m 0 i 75 Z1'! rs JLdJ I 1 a 'RODUCT REVISED u: complying with the Florida 3u5dIng Coda Acte erase Nom E97pt DIS _Uy' . LCfa,.sAl Dado Product it(1LVN0 - 1'4 No. 58705 vt 3T O ••`, '••.FCORIOP•.'•6sT. S��NAt 1E? 4 A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE E Mull Dimension (sheet k) Mullion 2' X 4' X .25" (13) 66602 Y X8" X.25' (14) 86604 POT Par Std. Clip 886261M 668262M U-Cllp Angle Clip 686271M 6666112M 886272M 13666113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - - 2.000•- - --I %f////////////, i - .250' X2.000' --j , .250• 4.00' 2• X 4' x .25' MULLION 6063 -TO ALUM. %SECTION 6.00* 2'x 6• X .25' MULLION 6083-T6 ALUM. X -SECTION ,1 -I x.125' STANDARD CUP 6063 -TE ALUM. X -SECTION T.500" .125' CUT HERE TO 3.500' CREATE FCLIP, .375' f _ _ SEE DETAIL F, MIN.~ SHEET4 .375'_ MIN. .375' _I_ MIN. _ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1118'. 5..600' - CUT HERE TO r 1 CREATE F -CLIP, _ SEE DETAIL F, SHEET L_ STANDARD CLIP UCLIP 2X6 ANGLE CUP 6063-T6 ALUM. 6083.76 ALUM. 6063-T6 ALUM. TOP VIEW USED FOR r )i1_MIZ1,I,ION. SHEET 14 TOPVIEW TOPVIEW 3.538' .375' MIN. } 4.88• r 2.126' L I� r--•.125' U•CUP 8063 -TB ALUM. X -SECTION 2.000" 126' - T I•"---1.490'---; r376' 3._38" 5. 38' UCLIP. 606346 ALUM. 4' TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR 1MOLE DIAMETER ANCHOR DIAMETER • 1118'. T 13 .375' 5.438" 3.4 8• 5.35' 2X5 ANGLE CUP 6063.76 ALUM. X -SECTION rr. .125' LA - 5.00 MIN. 0' .375' f MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • 1116'. 5.000' L.375' MIN. le; 14 i Y d Z Li i< to O i • U L LL m z M 0 g ( W i • o S' a V• in i co ,c J .- M 0 Q rn 1(5 ZI�,o us ZO Q 2 PRODUCT REVISED ascomplying Lith the Florida GuIlding Godc Acceptance No O.spireiton Dot MMtm11 Dodo 'toduct Cant -) ,tt11111. \ ‘,,\ONY LYNN M/‘ ///i `* •' No. 58705 .376' - MIN. ='D *---'7_, S- ''^' % �� _ ; . 55 .N •.•,.c�ORIOPSTA IS�1•'. \� \ A. LYISIIIVMILLI:ti, P.E. Fl P.E.k 68706 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD _.�SEE -. FENESTRATION PROOUC S APPROVAL MULLION -- LEN STH SEE DETAILS. SHEETS 2-3 - - SEE DETAILS. SHEETS NO ANCHORS M WINDOW SILL sr y 1- 3r -I I -MULL VADTH -OPENING MOTH- EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -11 i ; VER ICALI - SEE FENESTRATION PRODUCTS APPROVAL\ MULLION _ __ --♦-r LENGTH - SEE _ \ SEE S DETAILS, DETAIL E, OPEMNO SHEETS 23 SHEET 3 HEIGHT FOR RIO. 4/ MULLION 7 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1M'. THE OPEMNO REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSP. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' 86'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/-80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE P X 2.75' X .375' MULLION (LENGTH • 72', OPENING WIDTH • 70") MEETS THE DEPTH REQUIRED, HOWEVER TME DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2.75' X .850' MULLION (LENGTH • 72", OPENING WIDTH • 70') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. _ 2) USE TABLE 48 TO FINO THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) 812 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4)812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 4 - SHEETS SEE DETAILS, SHEETS 23 MU 34LL ', HWM . -1 26-•. HORIL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL (80 PSF) X ( 898 LBS - 524.9 LBS (MAY BE USED TO QUALIFY Y 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULUON IS SUITABLE, THE MULLION LENGTH IS 32'+7r+1'=105' AND THE OPENING WIDTH 1S 36'+36'+1' •73'. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINOOW FRAME DEPTH OF 2-3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH • 108', OPENING WIDTH • 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE r X 4' X .250' MULLION (LENGTH • 108', OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +/-04.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+36'+2-•74', NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS 570.1 APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (36-1/2'+35.1/2"+7•73'). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EOOE DISTANCE OF 2.12' GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH 13 GREATER. A/40 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .250" MULUON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER MULLION TYPE COULD 8E CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 3r+7r+r -106'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY 8E USED. FROM TABLE 9A, SHEET 13, THE 2' X 4' X .250' MULLION (0 LENGTH • 42', OPENING HEIGHT • 120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING A70 MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 8' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8', CARE MUST 8E TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING 714E 2X5 ANGLE CLIPS WITH (4) 3/15' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION 70 VERTICAL MULUON, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE ISA 812 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULUON ATTACHING TO GNU; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +144.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. .1 PI i il IS d co z iQ W 0 = J N I N w Q 2 2 co £ Z 7 Q M coco 12- Q Q re SE 2 6 0 a. IMODUCT REVISED u complying with the Plotidu Colliding Code 2 - l,cce ca No J PP SHAM EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS — PW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED 00 HINGED DOOR LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION PW LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING:. PW E> a SOD - - ---- 9— LOADING LOADING OF HORIZONTAL MULLION -- PW PW __ LOADING OF (2) HORIZONTAL MULLIONS Fr> Ci LOADING OF VERTICAL MULLION SOD LOADING OF HORIZONTAL MULUON ---1 PW ! 1 �//7i777777777-77>. LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION PW SH�oH LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ' ROW CT REVISED s complying with Ilio Flail+ 1uildois Codo \toe tante No 35 mou zy Ln' NWI�t Dgdq ` AN . ',any QCT L\CENs4.. * *� NALE? " '111 IIlttttt A. LYNN MILLER, P.E. FL P.E.# 68705 No. 58705 MIAMI•DADE Viol j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been desi: ed to comp with ith the r . ' ' a Building Code, including t - - : . ct ' urrtcane Zone. DESCRIPT • : Series "CA -740" Outswing Aluminum Casement Window — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamid ade.eov/economv APPROVAL DOC • • -'. " :► ment Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 12-1218.09 Ex i lon Date: April 11, 2018 Approva i Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 /_ Manuel ' er Product Control Ex mi r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOE, INCWDINO THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL W000 BUCKS LESS THAN 1.1/2' THICK ARE TO 8E CONSIOERED 1X INSTALLATIONS. IX W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHOREO TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: ANSI/AF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types 1 8/18' Lam((1/8 An • ,090' PVB - 1/8 An) 2 7/18' Laml (3/18 An - .000` SGP - 3/18 An) 3 7/18" Lami (3/18 HS - .090" SGP - 3/18 HS) 4 7/8' Lem(. 1.0 (1l8' An - 7/18' Air - 1/8' An - .090' PVB - 1/8' An) 5 7/8' L.eml. IG (1/8' T - 7/18' Air -1/8' An - .090' PVB -1/8' An) 6 7/8' LemI. 10(3/18' An - 1/4" Air - 3/18' An - .090" SGP - 3/18' An) 7 7/8' Lami. IG (3/18' An • 1/4' Air - 3/16' HS - .090" SGP - 3/18• HS) 8 718" Lemi. IG (3/18' T -1/4' Air • 3118' An - .090" SGP - 3/18' An) 9 7/8"L.aml.IG(3H8'T-1/4'Alr-3/18'HS-.090"SGP -3/18'HS) Sheet a 5 6 7 5 8 9 7 9 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 4' MAX. 69' VISIBLE LIGHT HEIGHT (04.0) 4 MAX. 5.476' MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SNA r— B, SEE SHEET.2 ------------ - --� 17-1 MAX. A. SEE O.C. SHEET2 1 TYP. _ 30' VISIBLE OPENING (DLO) CASEMENT WINDOW GENERAL NOTES 1 ELEVATION ._..1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESION PRESSURES 5-9 ASSEMBLY DETAN.S/BOM.....-10 14. 33.47 6' MAX. TED GLASS STACK iw'A»EALE0 GLASS EXTr 4 0 GLASS TYPE 1 7/6' NOM, GLASS STACK 7/16' ASISP O.C. Er ANNEALED OR TEMPERED GLASS USE ANCHOR . PAIR AT EACH pS.T6nLQfl JAMB W HEIGHT IS 26' OR OVER 1.o6G DUPONT DUTAOTE PVB e"- NY ANNEALED GLASS 11!16' GLASS BITE 6116' LAMINATED GLASS STACK 1/6. ANNEALED GLASS Ate- 1N' AIRSPACE DUPONT BUTACITE PVe 3/16' ANNEALED GLASS 7116'LAMINATED _ J MASS STACK 3N0 ANNEALED OR HEAT -STRENGTHENED GLASS WORM r .090. DUPONT SOP 3/16' ANNEALED OR �HEAT-BTRENGTHENED GLASS 11/16' GLASS BITE / GLASS TYPES 2 & 3 7*' NOM GLASS STACK — tA'ATGEALED OUSS 11/16' GLASS BITE GLASS TYPES 4 & 5 . O.C. IF WIDTH 15 & OVER (HEAD & SILL) 1070 TECVINOLOGY DRIVE N. VENICE, FI 34275 P.O. BOX 1529 NOKOMIS, 11 34274 CFRT. OF AU TH. 029296 7/M NOM. GLASS STACK 0 GLASSSTACK LAMINATED ,�-\ '3H6' ANNEALED OR ,L/ HEATSDL TRENDTHENE0 ASS M�f ______..--.01110- DUPONT SOP HIV ANNEALED OR e•---HEAT-STRENGTHENED GLASS 11116' GLASS BITE GLASS TYPES 6 & 7- 7N6' KED cussS STACK 3/16' ANNEALED OR SEAT -STRENGTHENED GLASS —NW OUPONT EOP 3/16' ANNEALED OR --HEATSTRENGIHENEO GLASS 11/16' GLASS BITE GLASS TYPES 8 & 9 Revised By: Revised By: Duh: Data: Revision: RevNion: OnCripion: GLAZING DETAILS 1 Approved as mmplylaa with IhP Florida old! C e Dah A• WAN ' P. s Mpwl de Prodae Title: CASEMENT WINDOW DETAILS - LM & SM Series/Mode: I SCCA: I Sheet: I Oro.ing No. Rev: CA -740 I NTS I 1 OF 10 I MD-CA740-LM Oren o J ROSOWSKI Dote: 08/08/12 INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR GI EDGE DISTANCE _ -� AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EDGE DISTANCE EMBEDMENT 0 @2X23 0 35.37} ATTACHED TO FRAME JAM8 ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) 11 JAMB HARD- WARE ATTACHED TO FRAME JAM8 L ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. — — SEE TABLE 3, BUCK HEIGHT ATTACHED TO FRAME JAMB INSTALLATION OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT ! SHEET 4. EDGE DISTANCE • • y 1/4' MAX SHIM • •. O 0 -- -- -- BUCK WIDTH ATTACHED TO FRAME SILL ATTACHED TO VENT SILL - INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. _I_ EMBEDMENT 70 OPTIONAL ADOON FLANGE Q HEAD, SILL 1 JAMBS 1 nl \ - ATTACHED TO VENT SILL NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS USTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT ANO EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. SEE DETAIL Al, BELOW 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD MUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. 1X W000 BUCKSTRIP. SEE NOTE 2. IS SHEET. SHIM EMBEDMENT _I INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. VE B -B FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. VISIBLE LIGHT WIDTH (DLO) - WINDOW WIDTH HORIZONTAL SECTION A -A 1••••• - 10' MAX •vor. LYNN M/��i���i * ' ee No. 58705 - - In- SEE DETAIL A2. BELOW 1070 1ECHNOLOCY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CEH1. OF AUTH. 129296 112 STEEL SELF -DRILLING -- SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS WIDTH, WASH HINGE: WINDOW WIDTH -13-12 NOTES: WIDTH. EGRESS HINGE: WINDOW WIDTH - 7.12 1) WHEN INSTALUNG HEIGHT: WINDOW HEIGHT - 8 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE UGHT FORMULAS: ANCHORS MAY NEED TO 8E WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Revised By: Revised By: Additional Anchors Rooked on each Side of the Favi MeemMy 11A• IFATI F- Window MchofTips LLI %Meth A B,CBD 1Y17'-22. 0 0 23'-2AP 0 1 24'e I 1 Wkdow LL 19 H 14 Anther %In tr-22P 0 0 23'-2SY 0 1 Bale: Vote: 28'+ 1 Revision: Revision: Approved at comply—lag with 140 Florid Baldbs Cede Dais MOA 117-7 1' Description: CROSS SECTIONS & INSTALLATION rnle: CASEMENT WINDOW DETAILS - LM & SM Drown lir J ROSOWSKI Dote: 08/08/12 Or going No. 'Rev: Series CCA-740 ISNTS I 21 OF 10 I MD-CA740-LM AWNING / CASEMENT 1 FIXED CASEMENT (XXO) W1-0iLVO-01 I013O £ SIN I OtiL-VO . N 6uwD/0 .0O $ wars/S INS '9 1411- S1IV13a MOONIM IN3 N3SVO +171 S1IV130 38111 A18I 3SSV 31 VZI3 Z L/90/90 :aoo :uoar.oy 96Z6Zi 'HlIY 30 '1233 0 01141110:0i.1-4 ,,, ' 11411 1,,'' 0LZ$' '4 'S 770NON ` �'/V/ /:.'-...11 / 6ZSL X08 0'd �(,�.•'• l SLZ4£ 13 3 ;N3A '\ 30) C A0010NH331 OLO: c Mfr. 6•' co 7. 2.O '•; i Mm Opo , •' X77 r7411111``, :a...3.S0o O INSMOSO21 1' �a u.a0 X y0 gkffiZ rmr wwgm woo wzoi- 0 2I� Q Ra W \ t4 QpLL am LL'Z W W wY N ZN g 0. 210 ; q v `2 $1y 8S O ? \ ?, I .i / i , 7 w &q N Z FOR SINGLE UNITS: WJ 0 ffi 8 8 0 co ce• 0 Z J< g !1 = W 1 W K 0 O LL LL 1- N W w Igo=z e5• �rx� 29;2W aF(o<011-- TABLE 2: under 23' I Jamb Had/8a 2615116• IH..erse Jamb Head/811 Jamb IHead/S6 Jamb 505/7 IHaad/Sa Jamb Heed186 Jamb Head/36 Jamb Had/88 Jamb Heed/811 Jamb Head/30 363/7 47 60' 63' 72' 76' 84' TABLE 3: Group Anchor under 23' Anchor Oaip A 0 C8D 2 2 2 2 2 2 2 2 2 2 2 2 2515/17 Anchor0 Je A 8 C D 2 2 2 22 2 2 2 2 2 2 2 ABLE 4: Window Anchors Required Jamb Snubber Locations 27-3/4" Anchor Gap A 2 2 2 2 B 2 2 2 2 C & D 2 2 2 2 Window Width (In) 37 33.1/2' A5.4rsr Gawp Anchor Orap A B C&O A 2 2 2 2 2 3 2 2 2 2 2 2 2 3 2 2 0 C60 2 2 3 2 2 2 3 2 35' 37" Mahar Guam AWhw Grey A 0 C6D A 8 C&O 2 2 2 2 2 2 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 2 4 2 4 2 2 e 2 e 2 6 2 e 2 2 4 2 6 2 2 4 2 4 2 4 6 2 6 2 8 2 8 2 2 6 2 6 2 e 2 2 4 2 4 2 6 2 a 2 6 2 a 2 8 2 2 e 2 6 2 e 2 6 2 8 2 e 2 10 2 2 4 2 4 2 4 2 e 2 6 2 6 2 e 2 Min Min. Substrate Edge O.C. Distance Distance 1/4" steel U6mcon Hollow Block Ph. A 1114, Mogi SMS(0511 00d345 Alum. or 014, 410 SS SMS A30 Steel A053 Stud, Gr. 33 Phe 112, steel SMS (05) 5063-15 Alum or012,410 SS SMS Ar Steel A85 Stud, Or. 33 12.rikSonciote 114' steel UlImcoo 2.65k Utter* C I Hollow Block S. P e 112, steel SMS (05)1 6011;5 um. or 012, 410 SS SMS A653 Stud// Or. 33 S. Pine B 114, steel SMS (05) or 1114, 410 SS SMS D 1/4" steel Ullmeon 1/4' 410 SS A053 Stud, Ur. 33 2.856 Concrete ZlIo6 Concrete Block Filed Block 3.35k Concrete CmleFlex Holloa( Block 3.5k anomie Hollow Block Filed Block 5/16' steel UamconI 3/8' 1 ss1'' 1478' 050" #' .045 18 G.. 2 4 2 4 2 6 2 6 2 8 2 e 2 8 2 2 2 6 4 2 2 e 4 2 2 8 4 2 2 e 6 2 2 e 6 2 2 10 6 2 2 10 6 2 2 2 4 2 4 2 6 2 6 2 e 2 2 2 Mh. Anchor Embedment Plate Required? 7 No No 5/8' 0.050 No 5/8' 0.050 No �l8- .035", 20 G.. No 1 1116' No 0 0 No 1No .035', 20 G.. No 4" 1-3r No 4' 1.7/4" No 5' 1-1/4' No 1' 14/8" Yes 1/17 Yes es es Yes Yes Yes Yes Yes 4' 14/7 Yes 5'1-1/4' Yes 4' 1-3/4' Yes 5' 13/4" No 5' 1-1N' No 5' 1414' No 1" 2-1/2' 2-t/2' 2-1/2' 1' 2-1/2' 1.1/4' ail" NOTES: 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 3 6 3 6 3 8 3 6 3 10 3 10 3 10 3 2 3 4 4 2 3 4 6 2 3 4 6 2 3 6 6 2 3 6 8 2 2 6 8 2 2 6 8 2 2 3 3 6 3 a 3 6 3 10 3 10 3 10 3 2 4 2 4 2 4 2 e 2 6 2 6 2 6 2 3 4 3 e 3 a 3 6 3 s 3 8 3 3 6 3 6 3 8 3 6 3 10 3 10 3 3 4 3 4 3 4 3 3 e 3 e 3 3 8 3 e 3 e 3 8 3 e 3 8 3 4 3 6 4 4 3 6 4 4 3 8 4 4 3 e 6 4 3 10 6 3 3 10 6 3 3 63' and lata 0%01 63' Glass Type: PVB (Types 1, 4 8 5) Non. RNA 17 rax. tom each end & 30" max O.C. 1) USE THIS TABLE FOR AU. WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT /N. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116' ANNEALED SGP LAMI. GLASS. 1/4' MASONRY ANCHORS INTO CONCRETE. +70/. 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLES, ANCHORS C & 0 ALLOW ADP OF 470/-90. 8) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 0) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDEUNES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). Ro EBT/(ICHORSC88Dirc6WAD)aOF+701-83.1. B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 26, 5 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY. 3 ANCHORS ARE REQUIRED 1N THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOLMNG GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2. INSTALL 1 ADDITIONAL ANCHOR ON 1118 FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SRL). SGP (Types 2, 3 & 66) 12' max, tom each .rd & 30' matt O.C. 12' max. tom nob end & 30' Max O.C. SAMPLE CONFIGURATIONS: Approved in tontptylaewfUi 6se Florida M C Dalt IyOA, VJL oil A eFredricl • ZVA _Air' AO co 0 eco I Ce FOR GLASS TYPES: nod V l-ObLVO-aIN ( 01. A09 I •av �!•a0 7++45 NS "8 Wl - SiIMl3a 3d.U. ONIZ`d1O 2I3d 1 Ag o n + aaaaaa$ ♦ ♦ c1.4 SS ii$$$$$$$$$$ 40000a000aa raCtotinvoutm Z 1./80/80 :uasw,y .10C SIN moDs MOUNIM 1N3113SVO S32if1SS3zld NOIS30 I)1SMOS0 J 1 $88400 ORPaaa Na P $ O $88 ▪ aaa a as 0 0 aa_ $ 0a 4440 8j s $ 8 aaaaaa CC pp po p p N aaaaaaa . i O 8.$$&x88 Z;aaaaaaa NN m a a a a a < a $m as 4an= $8$$$8i 0ai3aaaaa $$$s$$▪ $ /46- N z 8$` m m �maaa�. a 8 SS."4m,1 malt 'Reny Jo '1839 \`\\\illi1110/i,,', ,LZeS l�.e 115CNGN ,• ,...�.3��//,cj • O $$''$$4 +aaaaaaa U • ♦ • • i i • 0 N S 2$$$;��.,n m ' P k k" < 0000m71:5! h 44 444;;4:4" nyrory `m 44444 $$$ n M 44444.7-;:!4 aaaaaava $$$$$^n2 PPAPPM 4 4 4 4 aa1 ;;; liOaaaaaa R4444 it .4.121.1.29.41111 TABLE 8: 1 Design Pressure (pelt br siva Windows, AI Anchor Groups 9W.dow Wdlh ceder 23' 26-15116' 27-3/4' 30' 33-1(2' 35" 37' under 23' .90/.130 .901-130 s90/-130 +90/-130 .90/.130 +90/-130 s911-130 25.15116' +90/-130 +901-130 +901-130 +901-130 +90-130 +951-130 s90/-130 36318' +90/-130 +90/-130 +90/.130 +90/.130 .90/.130 +90/-130 +90/-130 46' +90/.130 +94.130 +90/.130 +91W-130 .90/.130 +90/-130 +90/.130 505/6' +90/.130 +90.130 +90/.130 +901-130 .90-130 +90.130 +90/-130 60' .90/.130 +901.130 +90/.130 +90/.130 490/-130 +90/-130 +90/-130 63' +90/.130 +90/.130 +90/-130 •90/.130 •90/.130 .90/-130 +90/-129.6 72' -. +9W--130 +90/.130 +90/-130 +90/.130 +90/.129.1 .90/.122.5 +90/.113.8 76' .90/-130 +90/.130 +90/-130 +90/.130 +90/-124.1 +90/.116.7 +901-107.6 64' +90/-130 +90/-130 +90/.130 +90/.130 .901.1154 T WINDOW HEIGHT WINDOW WIDTH FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SGP - 3/16 AN) Approved ar complying with Ike Merida tddloq Cod Dale • . NOM/bio tAitci h I deProdu 731 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 6 LOCATIONS AND QUANTITIES.LLJ of t` CL 2 (n g6 Q ad0 v Z 6 TABLES: CV fQJCO � r DesIpl Pressure (ps) fa Windows Attached to 9 Vadial Frame Assembly Tube OO 0 -4 Window Widh b u IY I- TO 1 under 23' 2515116' 27-3(4' 30" 33112" 35" 37' 8 8 0 d Anchor Anchor Group Anchor Group Anchor Group Anchor Grow.Mchor Group Anchor Gra* Anchor Group co A B C D A 6 CdD 8 ACED A 0 C11D .4 B 6'80 8 A,C&D A 0 C&D WCC 0 zl.., order 23" .151-90 .70.90 .101-90 .70/.90 +701-90 +70/-90 .70/.90 +70/.90 .70/40 .701.90 .70/-80 •79/49 •7N.90 •70/-00 .70/.90 +70/.90 +70/40 •751.80 +70/.98 •791-900 Z g 2515/16'1 +70/40 •70/40 •701.90 .70/40 +70/40 .70/.90 +76140 +70/.90 070.90 .70/-90 .70'-90 .70/-90 +70140 +70/-90 .70/.90 +70/40 .751.93 +74.90 +70/40 +70/.90 CO Z f 38-318" +70/.90 +70/.71.6 +70/.90 +70/-90 .70/-81 •70140 +70140 +751.0 .751-90 +701.90 .70/-90 .701.90 +70/40 •7440 •751.90 •75140 •70/-90 .70/-90 .75140 40/-90 W 48" +70/.731 .157.3 •70/.0 +70/-0 .1-04.8 +70/40 +70/-0 +70/.0 +751.90 •70/-0 .751-87.8 +70/40 +70/.0 .70/-0 •70/40 .70/-90 +701-90 +70/40 •70/.88.9 +70/.0 ti 1- 50-5/8' +1-09.3 +154.3 +701.0 +70/.0 +1-61.4 +70/.90 .701-0 •70/.0 .75140 +70/-90 +70/.83.2 +70/-90 +70-90 •701.0 +75140 +701.892 .751.90 +7440 .751.84.3 +701-0 CO Z to} 66' .1.58.5 .1.45.8 •70.84.7 .70/-0 N51.6 .751.81.2 +70/-0 +70/-75.9 .70/-0 .7429.0 +70/-70.2 •70.0 +7420.3 •74.786 •7040 +70/.752 •70/-90 +70/40 •70.71.2 •701-0 O Z LU = 1I' 63' +1.55.7 +1-43.8 +70.80 7 .751-99 5 +1.49.3 +70.77.3 .7440 +70/-72 3 +70.90 +70/25.3 +126.9 +701.0 +70/-76.5 +70/.74.9 +701.0 •70/-71.6 +70/.90 +70/.865 027.8 +74.0 (1) , 0 w 1 Q �pp CC O."1) a u) 'y`k, U FRAME 6 1 Q 1 U Jr 'ABLE 10: Design Pressure (psi) Ice Windows /Witched to a Horizontal Frame Assembly Tube Wndwr Wldh J under 23" 2515/16' 27-314' 30" 33./2' Mcha Anchor Anchor Anchor Mcha Mcha Group Orap Group Group Group Group Al AN M AN 8 A, C 8 D under 23' +70-90 +70/43 .70/-90 .74.90 .70/.821 +70.90 251916' •70/ -90 +70/-90 +701.90 .751-90 .70/.90 .70.90 38.3/6' .70-90 +70/.0 .70/-90 .74.90 . 70/.90 .751-90 )] 48' .751-0 +701-80 .70/-0 .751-90 .7440 .70.0 503/6' .7G-90 +70/40 +701-00 +70/-90 +70/.90 +70.90 60' •75140 +70/-90 .751 0.9 -90 +751-90 +70/ 0 +70 63" +701-0 .751.90 .701-9D .7010 .70140 .70/-0 72" +70-0 •70/-0 •70/-0 +701.0 +70/.0 •70.0 76' +7040 +70-0 .751-90 .70/.0 +70/-0 .70.0 64' •70.90 .70/-90 .751.90 +70/.90 +70/-90 +751-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) 6E9 SHEET 4 FOR SNUBBER REQUIREMENTS. 35' 37' A 0 C&D A 8 C&D .7030 +701-78.5 .70/40 +70/.90 . 751-74.3 . 751-90 +70148.6 +74.0 +70/-90 .70/24 +70/-90 +70.90 .751-90 •74.90 .74.90 +70/40 .70/-90 .751.90 .70/-90 +751.90 .70/-90 •7440 .70.90 +70/-90 .70140 +74.90 .70/.90 +70/40 +70/ 40 +70.90 .75140 .70/-90 +70/.90 .70/-90 +74.90 .751-90 .70.90 .74-93 .701.90 +70/-90 .70/ 0 .751-90 .70-90 .70.90 +751-90 .70/.90 .7000 +70/-90 +7040 .70/.90 +70/-90 .74.90 .70.90 .751-90 WINDOW FRAME HEIGHT /ASSEMBLY Anchor Group Anchor Group I _ /TUBE 10' MAX I ADDITIONAL ANCHOR (4), N REQ. WIDTH 1 WIDTH ,;EE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ASSEMBLY TUBE WINDOW HEIGHT I WINDOW WIDTH ADDITIONAL ANCHOR (4), F REO. ..EE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REOUIRED FOR THE FRAME ASSEMBLY TUBE. CERT. OF AUTH. #29296 FOR GLASS TYPES: b 5 } 2 2 8 8 4 8 2 2 8 2 giiiii$ii$i A 222282222 a b R R R 8 R R R R R R Wl-ObLVO-0W 101. dO L I SIN I OPL-VO oy 5.!«043 :;oayS :43005 464/1/84aS WS I' Wl - SlId130 MOONIM 1N3W3SVO 3dAl SNIZV O 2i3d S32IflSS32ld NOIS30 :u0 ,0•uaca0 I)1SMOSO2i f W o, I— —IF OR = W rZ .mWSJ 228882822 R 2 2 2 2 2 R 8 8 §22228142222 ` ab R'$ o k b R m WAC .otafa41 In./80/80 (e oagwaa O $ 4 $ $ 4 $ 4 7.1RRRRR00 23maaaoaaaj1j < $aaaaaaa 244$x$$$ o�_aRa3Raaa4444 '4 O 4$4$$$4 0 •"- ma ma$aaa2" �ptaa aO g $ 4 5a 461 887.— < 000417.5 96Z6Z# 'Hilly 2.0 '100 `llllllll 1",/// 9129f ii 'SIYIONON `��\ * ��_ �/�!/�,i� MI, x08 'O'0 . <$ .. .. 0 6LZtS: 'I.; 33IN3A 'N v . M. -..',11 y i 3J C AOOIONHO3- OLOI . . ` !••3 - Z .0 Z�~ 4 W� O_ pj�: t '1111,1lull``\ pi ma000POP A 4�iR�>3R4R •4j �t m 0 0 F O IZ O F as P« a 2$4$$$4$$$4 N A m� ,,aaaaaaaaa ;'3 ' 044444444 .. 44444 °aaaaa xx$$$ aaaaa 1 as 1 11aaaaaab::a$ A. S 4$ 2aTT 44 qg QN U6Wi No1x+M :H 14 a a a a a N 44$4$ aaaaa $44$$ aaaaa $ $ a a a a a $8 as .. 4444 aaaa N 74sFH loDQM F. Wl-OtiLb1O-aW 1 Ob 3O 9 I SIN 7V1 'ON 6U: :paws aws ,phos • b 131 -VO aavwr/�+ws WS R Wl - SIIVI3O MOONIM 1N31043V/0 w71 3dAl ONIZV1O Z13d S32iflSS321d N01530 moaripawra ZMMO I)ISMOSO I r Ma0 O O O n ,0aaaaaa$$ 444 i4a$a E 2 4 wa'.wb 96L6Z# 1-:nv 30 '.h33 ♦LZK 'SIWONON 6Zsi. X08 '0'a SLZK ' '301N3A 'h 3Also A0010NH331 $$4$$$i < aaaaPae s a < $4a.y11 $4$$$$$ °$$$$asp • low wow, 1 7 O 44444;;;4" 44444;;On �♦aaa ���$ �• �$$$$4tv p i ♦ i i . 44444 O 4$44$ o 4 V R g m Uu; uu u$. FOR GLASS TYPES: E 11-1-OPLVO-ONI OI 3O 6 I SIN I O 'L -NO ON aummo q.k6 "A'S :MMOA NS WS '8 Wl - SlIV13O MOONIM 11431413S`dO 3cIM. ONIZV1O 2i3d S3?lf1SS3tId NOIS3G :uaswa W N S 1 RRRRRRR.74g °'$$$$$$$$# R R R R R R R; o R R R R R R R R r a $$$$$$ RSRXRRSIFIRR V;;104000!4 N.R R R R R R R R R R a$$a$>3$$i b R R R R R R R R R R hRRRRRRRRRR $$$s$i3$$ 1.! N a�§�i3t��$a Z1./90/80 I>ISMOSOU f :,�aa Ir O 488488$ a •88888888 U ^ cS � 5 O $8$4444 .Iaaaaaaa maaaaib$ < aaaaaaa 2$4$4x44 goaaaaaaa o < • maaaaaaa N N O O 888$$$8 vaaama • $m taaaaa 0. 44x$4 <aaaaaaa 3 r3 ` m • O y f. '41 • mPaPaa0,1 O 4444$44 aaaaaaa WNN aA a8aa8 4$44458; a8aaaa8 4$8,$8$8 aaaaaaa e a 88$s4`"N aI a a a a b g H 96Z6Z# 'Hirt' JO '1830 tan 1.3 'SMONON 6ZSL XS lid SLZtf 1 •301N3A 'N 3Na0 A001ONH031 0L0 : _i i •: may'•. 2 � a 1 1 +aaaaaatea U $$4444$$ miisaaaaaaa 444444444 8aa0aaaat aaaaaaaaaa 0 <gDaaaaaa 4$88$8 888888 0 Neesu warm W gf 86 gra TABLE 20: Item Dwg. Description 1 7002 Main Frame Head, 5111 &lamb 2 7071 Ancor Plate 3 7003 Sash Top, Bottom & Side Rail 4 7008 Frame Corner Key 5 7009 Sash Corner Key 6 7078 Frame Gasket 7 7072 Sash Corner Gasket 8 7070 Bulb Weatherstrip .187'x.275" 10 7024 Maxim Multi -Point Lock 11 7026 Lock Support Plate 12 7014 Multi -Lock Keeper 13 7013 Tie Bar Guide 14 7015 Tle Bar Assembly 15 7028 Maxim Dyad Operator, WW<=24" 16 7027 Maxim Dual Arm Operator, W W>24" 17 7030 Operator Gasket 18 7031 Operator Backing Plate 19 7051 Operator Spacer Block 20 7032 Stud Bracket 21 7033 Operator Track & Slider (Dual Arm) 22 7023 Egress Hinge (Heavy Dutyl, Manuf. by Truth 23 7050 Egress Hinge/Washable (ROI, Manuf. by Truth 24 Snubber, Anti -blowout Clip 31 Dura Seal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" 33 1714 Setting Block 5132" x 7/16" x 1-1/4" 35 7036 Lam' Bead B 36 7042 Lami Bead C 37 7059 Laml Bead 38 1224 Vinyl Bulb Wstp (Thick) 39 1225 Vinyl Bulb Wstp (Thin) 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 61 7040 Screen Corner Key 62 Screen Cloth 63 1635 Screen Spline 64 320 Screen Spring 70 134 Add-on Flange 71 7004 Frame Assy Tube 80 118.32 x 1/2" Ph. Pn. Mach. Scr TYPE B 81 1157 118x 1/2" Ph. Pn. SMS 82 18x5/8"FI.Ph.SMS 83 08 x 7/8" FI. Ph. SM5 84 08 x 1" FI. Ph. TEK B5 88 x 1" Quad Pn SMS 86 118 X 1-1/2" Quad Pn Siva 87 1110x 1/2" Ph. Pn./TEK 89 810-24 x 9/16" Ph. Pn. TYPE F 90 1112 x 1" Ph. Pn. TEK Material 8063-T8 Alum. 508348 Num 8063-T8 Alum Steel Steel Vinyl Feem Vinyl Foam Flex PVC 70 Steel Steel Steel Nylon Steel or SS Steel Steel Vinyl Foam Steel Nylon Steel Steel Steel Steel Steel Steel EPDM EPOM 006348 Alum. 1508348 Alum. 6003-78 Alum. Flex PVC 70 Flex PVC 70 3105-H14 Alum. Polypropolene Fiberglass EM. PVC Stainless Steel 0063413 Alum. 6063-T6 Alum. Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 0 SASH 4 V CORNERS FRAME CORNERS INTERIOR FRAME HEAD, SILL & JAMB #7002, 8063-16 J ANCHOR PLATE #7071, 6063-T6 SASH TOP, BOTTOM & SIDE #7003, 608348 .040' -- 0-Q - 1.000' .423' --n-1 FIXED 60 SCREEN FRAME #7008,6063-T6 .523" .050" CI 5 BEAD B 311 BEAD C #7036, 606346 #7042, 6063-T6 Air 1 .870' .060' .her BEAD D rJ #7059, 6063-T6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Revised Or Revised Or Dote: Dote: Revision. Revision: Description: BOM AND CORNER VIEWS Tips: CASEMENT WINDOW DETAILS - LM & SM Ssriss/UodN: Scots: SMst: Dr -ankle No. Rev: CA -740 I NTS I 10 OF 10 I MD-CA740-LM --.1 1.124' .126'�-- 2.701' .062 - } I .097 71 FRAME ASSEMBLY TUBE #7004, 606348 r. 2.203" +{ rf7 I I .093' ADDON FLANGE #134, 6063-16 4ppruved as eoopbieg Oh Ibe Plodde HaidI Code Dau fl r ^< MO� M of AiI,I deProduelC 1 Grown DY: J ROSOWSKI D08/oli 08/12 MIAMIC ADE walii DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to com ' 1 wi , Florida Building Code, including the Hi _ eloeitgcane Zone. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Strcct, Room 208 Miami, Florida 33175-2474 T (786)315-2590, F (786) 315-2599 www.m is midad e.goviperaf DESC '4 ' ION: Seri " . — i 1" : 'n m Sin le Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the tnanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages 1-1,1-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI.DADE COUNTY APPROVED 111 NOA No Expirat on ' ate: March 26, 2016 Approval Date: November 03, 2011 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E-1 Jaime D. Gascon, 1'. E. Product Control Section Supervisor NOA No. 11-101334 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.1. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 , PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FM -4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window — L.M.1.", approved on 04/21/2011 and expiring on 03/23/2016. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/6" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/18" LAM CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. , H. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516` LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, AU. W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4845, FTL-4646• FTL-4847, FTL-4848. FTL-4649, FTL-4650, FTL-4851, FTL-4723, FTL•4957, FTL-4958 AND FTL-5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). MAW* Delw J..L 10/07/11 awaa}1 onr J.R. 0401/11 mow vox FJC 11/1301 wawap our F.IC 9118 *M0 aw 2010 FBC UPDATE aw.e C CHANGED CAP OLASB TYPE 70 TEMPERED PROM HS tiwws C24 NGE 140TE8 3 A 7. ADO 111177E R ALM) GEMS TYPE M o+"8 car9 J.J. 22307 AMFININV 1070 TECHNOLOGY DRIVE T GENERAL NOTES No,t uR 5, a �_ ALUM. SINGLE HUNG WINDOW IMPACTP.O. 69X 1629 _ NOIOOIAI6, 71.14274 Via*Bettor 81700 I NTS I "1 M 11 IA M 4040-20 141 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS..... ............ _4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL. 7 ANCHORAGE 8.11 PRODUCTREVISI3D eat complying wills the Plaids Building Cede No 4. :`%..... -`tVf By MI.. Dade ,,111111 \‘\` N.VNN Mfl(41 A�0) TASE •1k /: No 8j06 = 0.1 776: '�FSSIONP,� , A. LY4III11AA1tL P.E. FL P.E.N 58705 80,81 or 82 nr-1 1/2" NOM. GLASS BITE n (3,84 or 85 -� +— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —� --- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS mate maw JJ. 10107/11 J.R. 04/01/11 nooses woe FJC 11/13106 aai.vs arc F.IC 9/1/75 n 7r 1/2" NOM. GLASS BITE 1 1 1/2" NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) -►— 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS --- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS ..•-. — 5/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS & 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 171" NOM. GLASS BITE — 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED -- AIR SPACE 1/8" TEMPERED GLASS& 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI swim orsomme 0 ND CHANGES Rartgac THIS SHEET DRIVE PTI GLAZING DETAILS c CHANGE:MAP GLASS TYF'E TO TEMPERED FROM HSt°7° OKOM . FL $4 75 NOKOM6, FL J__ P.O. matt 1629 NOKOM6, FL 34274 Vt,1b(7 Bitter POOMIL S ADD ITEM92 T06116L.4MILO.GLASS (A.A.A)SLAM IONOTE mow*, oar ✓.,L 2/23177 ALUM. SINGLE HUNG WINDOW, IMPACT ammo I Full I 2 + 11 1"."" 4040-20 PRODUCT RBVISBD a conplyind with the Florida Budding Godo Acceptance No . .3rlf{.• Mi " Product Conuo .tll llllt,/, �t .•��CENSE SO. 651°5 ��'��FSSIONA� A.L1I IMILL P.E. FL P.E.# 58705 1 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH 48" 60" 62" 631/8" UP ro 631/6" GLASS TYPE A,B,M A,B,M A,B,M A,B,M 56" +. ,1,-80.011+80.0 -80.0 +80., ••., +80.0 -60.0 +60.0 -80.0 +80.0 -00.0 +80.0 -00.0 +80.0 -80.0 +50.0 -00.0 +60.0 -80.0 WINDOW HEIGHT 68" 70" 72" 74" +80.0 -00.0 +50.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 -00.0 +80.0 -80.0 +50.0 -00.0 +00.0 -00.0 +$0.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +79.5 -70.6 +78.2 -78.2 +76.9 -76.9 +76.4 -76.4 +50.0 -80.0 +80.0 -80.0 +80.0 40.0 +50.0 -00.0 TABLE 1. 76" +80.0 40.0 +79.0 -79.0 +75.9 45.9 +74.0 -74.0 +80.0 40.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2., BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/6" 44" 60 6/8" 63" 72" 74" 76" 48" A,B,M +50.0 -80.0 +80.0 -80.0 +50.0 -80.0 +50.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 80" A,B.M +50.0 -80.0 +80.0 -80.0 +80.0 -00.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 82" A,B,M +80.0 -80.0 +80.0 -50.0 +50.0 -60.0 +76.9 -76.9 +70.0 -70.0 +88.8 -06.8 +67.8 -67.6 631/ " A,B,M +50.0 -80.0 +50.0 40.0 +80.0 -00.0 +75.0 -78.0 +88.0 48.0 +00.7 48.7 +85.6 45.6 UP TO 531/8" C,D,E,F,O,H,I,J,K,L +50.0 40.0 +80.0 -00.0 +80.0 .50.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS BASH HEIOHT (MAX. WINDOW HT. W/ BASH • 71" FLANGED AND 78" INTEGRAL FIN) WIDTH S 22 60 315" 65 15/16" 631/8" I DL,E F,JKE +80.01 -50.0 I +60.0 I /-00.0 I +80.01-80.0 I +80.0 I -80.0 I +70.0 0.0 +70.01 -70.0 I +70.0 1 -70.0 I +70.0 1 .70.0 GLASS TYPES: A. 6/10" LAMI - (1/8"A,.090,1/8"A) B. 6/10" LAMI - (1/6"A,.090,1/810) C. 6/18" LAMI - (1/rHS,.090,1/5"HS) D. 7/18" LAMI - (3/16"A,.090, 3/16"A) E. 7/16" LAMI - (3110"A,.090, 3/16"HS) F. 7/16" LAMI - (3/16"HS,.090, 3/16'HS) G. 13/18" LAMI 10.1/8" T. AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI IG • 1/8" T, AIR SPACE, 6/16" LAMI - (1/8"A,.090,1/8"HS) 1. 13/10" LAMI 10 -1/6` T, AIR SPACE, 6/10" LAMI • (1/8"HS,.090,1/8"HS) .1. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) K. 13/18" LAMI 10 -118' T, AIR SPACE, 7/15" LAMI - (3/18"A..090, 3/16"HS) L. 13/16" LAMI 13.1/8" T, AIR SPACE, 7/18" LAMI • (3/1611S,.090, 3/16"HS) M. 13/16" LAMI 10.1/6"A, AIR SPACE, 6/16" LAMI- (1/8"A,.090, 1/5"A)A TEST REPORTS FTL-4647, 4845, 4723, 4957 F1L-4047, 4848 F11.4847, 4648 F11,4845, 4585 FTL-4645 FTL-4645 FR. -4648, 4723 FTL-4646 F'1L-4640 FTL-4649, 4850 F1L-4649, 4650, 4955 F1L•4049, 4650 FTL-6063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE +64 PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DED e 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. e TABLE 4. T "0" MEETING RAIL "X' MEETING RAIL "X" �® -WNT. " " MINUS SASH HT. HT. MEETING RAIL j�/i -® LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. it "maim, awe 7/11 0 NO CHANGE* TrasM®sr 1070 TECHNOLOGY DWI DESIGN PRESSURES 6Ae1„/O,OCAP °LAB6TYPE TDTEMPERED "kN011DMI6Pl."27' - ALUM. SINGLE HUNG WINDOW IMPACT .~..3% Wide mama mMWI"s,U/W,10aY:amlFlli WeM.Yc�/"%Omril LAW* Ar imrr' r/,utlea. 1 .AK 111300 8 1E8E0 P.O. MC MA Mm"bue "m.e0.""11" 0.010.$ LW away NOKOMN, R.34274 Visa* B&WF.K 9/1/06 J.J. 2/1307 8t700 I N73 I 8 " 11 I 4040-20 PRODUCT RI IS Ir 17adG s aomPL7mt eN1-10}']+ , �tttlt 111,, .. `` A pENSE ' *� 5g05 "',0A'' •.. FLORA ���2: SS10NP ����' "10 A. LYlfl(I'1(1ILf . P.E. D FL P.E./ 58705 E DLO TABLE SEE DLO TABLE (MAX.) SEE DLO TABLE 499 58" MAX. FIXED DLO (ALL) X j 481/4" VENO (ALL) D/ DETAIL A 1/1 SEE DLO .TABLE , X ▪ FLANGED WIDTH A 62 1/8" M . WIDTH D� I75" . p HEI SEE DLO TABLE .l� B� B� DETAIL D VIEW (CUSTOM SASH) 15 MAX. I.F. HEI 3HT SEE DLO TABLE X • 75" 17. HEI 3HT ® MAX FLANGED HEIGHT SEE I NOTE DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE 78" MAX. FLANGED HEIGHT E� 0 S" SEE DLO TABLE X SASH 11 HEIGHT , E-+� 1 75" LAX. IF. HEI 3HT 78" MAX. FLANGED HEI 3HT 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 007/11 J.R.rg 04101/11 ROM •)C owo FJC 11/15A01 comF K W1A18 SEE DLO TABLE C 7s MAX. I.F. HEIGHT MAX FLANGED HEIGHT SEE DLO $EE TAB X 74 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING 9XED LITE LOW HIGH DETAIL A B C D E DETAIL A B C D TABLE 5. SILL 341/2" 41 5/8" 41 1/4" 52 5/8" 52 1/4" SASH LOW SILL 34 1/2" 27 7/18" 27 7/18" 163/8" 183/8" BILL 34 3/18" 41 1/4" 40 7/8" 5211/18" 52 5/18" HIGH SILL 34 3/16" 271/8" 271/8" 153/4" 153/4" • NO CHANGES TNl38NEETiiZ:lF IELEVATIONS • NO CHANGES NewaarTHIS SHEET NOKOMIS'PLUMwax Proem ALUM. SINGLE HUNG WINDOW, IMPACT B ADD INTEGRAL FMN (1F•1 VERSION. CHG. NOTE 9 ADO NOTE I. Ka DUX 1620 camas, two NOICOMI. FL 51274 %'b1* Seta. J.J. I 811700 I NTS I�• 41 I °�" 4040-20 ID PRODUCT REVISED a complying with the Amide Building Cods AccepmwNo �`.���%�Ifi► Control ,,11%1111,,. `.,\oN,l LYNN Mq.FR.., •` ��' vENSt ' No 58705 gTA ;,, ',/r,,9• ,s• // ''NAL,, A. LAM ISSUER, P.E. FL P.E.# 58706 MnX. HEI^ -HT MAX. FIXED LITE DAYLIGHT OPE SING INSIDE (7, 8 OR 17) OUTSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)8" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENINC INSIDE NOTE: BALANCE PARTS USED AN BASED ON SASH WEIGHT 9,10,11,15,16) MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTt I SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE\ OUTSIDE MAX. VENT DAYLIGHT OPENING 2. HIGH SILL HIGH SILL LOW SILL HEAD ®I.F. FRAME JAMB 2.710"- 2 OUTSIDE OUTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE SECTION B -B (LOW SILL. SHOWN) ULTRALIFT ONLY ULTRALIFT ONLY 2.948" (HIGH SILL) MOWOMC ONN[ J.J. 1007/11 0 NO CHANGES THIS SHEET ....a, we J.R. 0401/11 C NO CHANGES THIS SHEET nw�rga cns mom. F.K. 11/1300 B ADD I.F. SECTIONS 8 CONS0IJD4TE BAL. COMPONENTS uwrw errs cwaueDrrr F.K W1/05 J.J. 2f2&V7 ALTERNATE HIGH SILL SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) W LOGY DRIVE LT SECTIONS NOKCMI8. FL 64276 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL $4274 Vttlb(y Betterioa I fie 15 + 11 Iowa.404020 11'72 PRODUCT REVISED r compIying with Aho Florida Bunning Coad Acceptance No D Itaj r"II—product Cod ,t\ltllll/r, LYNN * No. 58705 * ; • o 6t/e5.11. �� '•, STATE " •.. FLOtte: CO`s A. LYNMa1U fttP.E. FL P.E.# 58T05 IgiqR0 4. 0 0 o gOP 013 /(4 rom 22122 .p 2 O O O O 0 0 000 eeecgcR „ „4 , E. 2 44 /5.5.5.5r5 51 $ t d W Wereeg R R R R R a$ W4iEhli!!!Int i z 00??;Fd ilt g ZO LoS �4Zo88�>e fgia�� 4S4 iZQvSZ U UXl 3g�4Om=L 10.--;)i! 5 �1 n o� 'n 1I�� G1rpp0 f ppni tS1 ui lya�(6 ad ' O O m 0 0 0 A 0 0 O a O g A O P O- N I 11 ® 41 41 ® 41 114-141A 28 co 6 QEXU 1, z 4 .I W Og 2 -21 14i Imo 1 11111C1,1 gil N cia I h .i it ij 0 0 Ao LLLL Y NQ N O N f f mm a 00 IL V X 00p0 0 pImW Nl7 f O f O d f N a H' N N H F b� � O m N� 000 1D 10V/SfIN 10 O O O O ID 0 r 00 0 a_s0 m N t7 J� �' u. J Nk e_2. = HMO ^ F oa X S Q 2 E n gL OS 19 m < 0 J U jm�0000— JJ SOD• gYY � O ZU tItqW -' ! J ;J Qivv � 2 2 S S A A* N 0 IIIYW�YYYJ g us: 5WOWCio���t1I. �� o Z�e7s1U Y J *I 1 �1�ig g a. R oQQQ 1'S111' 1uS�'' n,G W Trm $w'g /' 1 0 OImm1L /Y:LLLL/}+'a UUat4 �`G VIV �.% 1P VI� i.% X } r� �/'� 0 ci Q �10 �[ i .s r O r 7. 7i Z Z w VV V IggighlAff2lillb VVV z 2 W W W W 7! U. s SS O ee fA OO W §§§§ 0 0 000 0 0 P O o 0 U 11000,H 000 N N00m m A U h< p� m q O O f O l'O f N O O N �.N N N O eCpS pO 1OI 0 P pO N O 0 N 0 N N 0 aj/ 1p 0 f O O f Pf e7 1� N .�gm0000O o OfO O NOrE:14g2'�o2N00 .r0g0O C^NO O OA 00000 0 r f VV.- ..... f' f f f 0 f f Y♦ f N p1 r N of 0 O A 0 0 0- NNNN N Na9000000 �Nf ..... f 0000000000 T I--2.784----.1 1.�-r 1 FLANGE FRAME HEAD #4002A, 6063-T6 2.710 .062 Cr) FLANGE FRAME JAMB #4004, 6063-16 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A,6063HD-T6® 3..46 A .082 —�--� 2.946 2.784 69 FLANGE FRAME SILL (HIGH) #4050A. 8063-T6 Jdls 17/11 J.R. 0451/11 e"nyc acre FLK 11/1368 FFEs am JG W1/15 Ilsobleve NO CHANGES 77118 SHEET .062__ 2.830 2.330 J I•--2.784 O FLANGE FRAME SILL (LOW) #4003C, 6063-16 -÷-.0132 11.490 OSASH STOP #4025, 606345 H-1.513-.11-.738 .040 I 17 SASH STOP COVER #4053, 5063-T5 r--2.279---.1tfix. 1.707 .062 -- SASH TOP RAIL 26 640060,6063HS-T6 +-2.328--.-I I r .082 �.-. 1 or 47 ®I.F. FRAME SEALANT ALONG ENTIRE JOINT- I.F. OINTI.F. FRAME SASH BOTTOM RAIL (Low) #4007, 6083-T5 2. 38 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063.T5 c NO CHANGES 71118 SHEET R.". UPDATE FRAME CORNER ASSEMBLY TO INCLDEIF. B AND DRGRIDR Tint 21 Al I AY G7Men0ly Ale J.J. 223.17 I0707ECHNOLOOY DRIVE Nt71c0MB, FL 34273 IP.O.B9X1029 NOKOMIB. 8.34274 SEALANT OR GASKET AT HEAD AND SILL Cor5O) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -+1 1.185 .062 p�p .678 1.096 1'349 ) GLAZING BEAD. 5/18" 41 840396.6063-T5 SASH SIDE RAIL #4008,6063-T5 -.050 1 678 1.096m LLL.IT 44 GLAZING BEAD 7/16" #4222, 606345 .050 I , 45 GLAZING BEAD. 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .050 GLAZING BEAD. 5/16" #40446,6063-T5 (USED W/ GRILL KIT) 1 .883 �-11.097 GLAZING BEAD. 13/18" IG #4067,6083-T6 TEXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Vlelbb Bettor w.a"ae lb& lame I Gwti,e. n„ Half 7 • 11 4040-20 0 8H700 WELD ALONG SCREW BOSS (2) PRODUCT REVISED as complying with Mia Florida BAccoptonuilding RIP /Z 6, pjProduct Control t11111III,,_ ' No.58705 * 1)(1%.sutEOF ?: •i-A• S . FLORW::�?:: , SIONLA A. LYNNMILL�, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE:28.603 34.603 40.603 ANCHOR `` vI v U U U U tl c� ZU et 8 v U v oU WIDOW GLASS niONOaNU�OOc��fNO"U�.lN8'-8tM\i cl N8 u" "8"8a N$^O`�f "8-8WIDTH TYPE �cU) UU UU a O O cc�� U U 46.603 52.603 58.803 84.803 TABLE 6. 76.000 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1_1__1_1 1 1 1 1 _1_1_ 1 1 H,I,J,K,L 1 2 r 111 111 112 1 112 212 112 212 212 212 212 212 212 212 212 212 212 212 212 212 213 212 313 v II W 1 112 1 1 111 111 1 112 1 1 111 11-2 1 --2-1-i 1 1 2 1 212 1 2T2 1 212 1 2j 2 1 -21-2- 1 -21-2 1 212 1 22- 2 1 -2Ti 1 2T2 1 252 1 212 1 212 1 2r3 1 2T2 _1 3T3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ _1_1__1_1_.1 1 _1.__1 24.000 H,I,J,K,L 1 [ ,1-1...11 1 r2 112 112 252 112 214 212 2r 212 212 2r2 212 213 212 212 21.3 2T2 21-3 353 212 353 A B,M 1 1 1 1 1 1 -1-5-2•5 1 1 1 1 _1 1 1 -i-2-1-2- 1 1 -2[2- 1 1 1 1 1 1 1 1 1 7 r 1 j 1 1 2 112 112 112 212 212 212212 if 21-3-21-2.-3[2 213 2 2 213 3T3 212 313 C.D,E,F,G, 1 1 1 -2-ii 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1 2 1 2 il 3 2 2 2 21-3---1-ii 213 253272 213 -21-3. 2T2 2 i- 3- -2Ti 313 -3-1-4-i-12 313 --3-R 3134T4 A B,M 1 1 1 1 1 1 -17-2-1-1-2- 1 1 1 1 1 1 -i[3- 1 1 1 1 1 1 1 1 -3-P- 1 1 -3T4- 1 1 -4-14 1 2 1 2_2-5. 213 2 2 2 2 2 3 3 3 2 2 2 3 31 2',2 3 2 3 3-3 374 313 313 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 22112 2122 31 22323222132321221323 _21-3213 342133133-14313314353134-4 AB,M 1 1 1 1 1 1 2 1 1 2 -2-1-3- 1 2 2 12 -11-3- 2 -3174 1 -27 2 2 1 2 2 1 2 2 2 112 2 2 2 3 71-f2-213 2 3 212 213 2 2 2 3 213 2-F3- 3 3 3 3 4 3 3 3 4 3 6 3 3 711-4- 4PSF PSF 79 C,D,E,F,G, 2 2 2 2 2 2 -0- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 112 212 2 2 2 3 2 3 2 2 2 3 25 3 2 3 2 3 2r4 2 3 3 3 3 4 2 3 3E1 3 5 3 3 3 4 4 5E1 3 4 4 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223 232©24233f 342334353334463x4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2222222 3222 323223324 2 333342 3 33342 33435 3-3344531441-5 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22©2 ©©22©©32233242333342333342334353334453445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2 22 ©2 3 2 2 2©©4 2 3 3 3 3 4 2 © 3 4 3 4 2 3 3 4 3 5 3 3 3 4 355 3 3 4 5 418 314 5 5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2© 2©2©�2�©4 2 3 3 3 3 4 2©� 3 4 2 3 3 4 3 5 3 3 3 4 315 313 415 4 8 314 515 PSF- 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 22222©2©222©342334342©3434333435334440 344548345 8 2 2 3 2 3 ABM 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 ©©©IMEM©4 2 3 3 4 3 4 2 ©� 3 4 3 3 3 4 3 5 3 3 4 Ql 3 3 4 5 4 8 3 4 .E5 Via" 10171 mos J.R. 0401/11 RIAMC FJC 11/1806 11.111111), ors FX. 7/18105 M0 NOCHANGES 7HS8SHEET R ► 11070 TECHNOLOGY DRIVE C nroCHANGES MEI SHEET NORMS, FL34ve ~B /-y/ ( r� ,yyp�ypg OW, IMPACT ADD'AA M1EREANiORQ1Y13R�`97RIC7EDBY317E P.C.Bgic1520 we.�wse n.+ew araMNb� Gia NOKOMB0. FL 34274 V►sfb{y &U1,• J.d 212307 81000 I NTS 18 + 11 I 4040-20 I'll TANCHORAGE SPACING, 1/1 ALUM. SINGLE HUNG WIND ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX 3- 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 5" MAX BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESION PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6 TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL 2 2 3 WINDOWS 1 PRODUCT REVISED u complying with the Florida Wilding Coda Acceptance No 4 0 .%4 .,11111111,.. \�.\‘' LYNN Mk '''0 ,`,Z,.• `SENSE .,•* is *• 5105 No•CL 61„� 04I.) :W_ •., FLOR1..•'4t1.` , SSIONP\ 00� A. LY�I161AII!LER,1P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE: 29.655 37.166 44.655 62.156 59.656 ANCHOR TYPE. 0 0 0 QO 0 0 0 0 WINDOW GLASS c�i NO'ONQNO0a 0 WIDTH TYPE 3 UU UU $ U 0 0 C,D,E,F,O, 1 1 1 1 1 1 1 1 i�i_i[1.2122Li2I2 212 2 i 67.166 TABLE 6.fJj 74.655 76.000 00000000000000 V 0 Zo? Z�ZM Z pZprl Z pZM pZ pZMO Z-pZ N NU UN§NU'UN§NU^Ua§N0 4.) N0 U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 212 212 212 212 212 212 2 2 2 2 3[2 2 2 3 2 312 2 2 3 2 J..4 1007/11 0 NO CHANGES THIS SHEET law*, arc 144; J.R. 04/01/11 C NOWEIP4NOdIS E��/,H1DgltCTY11788RESTRIC7EDBY8I2E IMO 1 A,ADODP�REANCHORQWISRESTRICTEDBYSIZE. FX 11/1SNB B owwtye Fri, F.K. 7/29/05 J.J. 7/23107 Iftoreese ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ® 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5 DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL 117 3 ©©complying RODUCT REVISED with the Fond. ding Oxto -10 (FULL DP) ■ HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 1070 TECHNOLOGY DRIVE OE:; -r ANCHORAGE SPACING, STANDARD VIEW NOKOMIS. FL 34275 - ALUM. SINGLE HUNG WINDOW, IMPACT P.O. 1529 NOCOMS• R. UM Mato 13444r ""4"4 aw „m aw0►tw wu, 81100 I NTS 1au9+ 11 I 4040-20 I D ads Product Cont io'T6 11 I Itl1,,�, (LVNN �t0 .`CENSE NoCL 58105 A. LYNNMILLVWP.E. FL P.E.# 58705 ABM 1 1 1 _1 1 1 _1 1 1 1 1 2 2�2 2 1_ 2 2 1 2 1 1 2 Q _1 2 2 1 1 2 2 2 2 1_ 1__1_1 2 2 2 2 2 2 _1 _1 2 2 2 2 2 2 _1_ 1 1i--2--2--3 3 2 2 2 3 2 _1 3 2 1 2 2 3 2 24.000 PSF C,D,E,F,G, H.I,J,K,L 79 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 3 2 1 1 1 3 2 212 3 2 1 1 3 2 2]2 1 3 2 1 1 1 3 2 11.2 1 1 1 3f2 10 A,B,M 1 1 1 1 1 1 1 -2T-2- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11-1 2 2 1 1 2 2 2 2 2 2 2 2- 2 2 2 -2-F2- 2 2 3 2 3 f 2iri j2 3 2 -3-1-2- 21 3 2 35-2-5-3-1-2- 23 2PSF 32.000 PSF C,D,E.F,G, H,I,J,K,L 68 111 77 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 0 2 2 2 2 2 0 2 3 2 2 2 2 3 3 2 2 3 © 3 3 3 2 3 3 3 ©2 2 3 ©©4 3 51-14 3 3 ©Q© A,B,M 11 1 1 14 1 0�1 69 1 1 1 0 67 1 2 79 2 212 212 1 1 213 2 212 2 © 1 2 323 212 2 1 IM11 2 ]r3 2 3 2 313 1 2 l 33 2 212 3 © 1 2 413 312 2 1 413 2 4 3 3 2 2 1 2 37.000 PSF C,D,E,F,G, H,I,J,K,L 1 1 1 1 3E143E14 A,B,M 1 1 1102 2 1 1 1 2 2 1 2 1 2 2 1 2 2 1 2 1 2 1 2 2 2 2©�2 2 2©3 3 2 2 3© ] 3 3 3 4 3 3 3 3 2 3©4 3 3©�4 4 3 2 4 3 PS C,D,E,F,G, 54 2 79 2 62 2 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 1-1,1.J.K,L 1001 2 2 102 2 2 2©©22©223©3322334333433©©30©4433434431363 2 2 2 I 2 2 2 2 2 2 2 2 2 2 2 ABM ., 100110 49 2 79 2 56 2 22© 79 2 2 79 2 33223©33223©�3343�3 2 2 2 2 2 2 2 2 2 2 ]N�44334©44335© 2 2 2 2 2 2 2 2 44.000 PSF C,D,E,F,G, H,I,J,K,L 1 0 1 1 1 0 2 2 2 2 2 ©3 ©2 2.3 ©3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4E34 4 3E15 4 A,B,M 23 121 12 011 2 ©!']!'J 222 323 223 323 424 3 ©NM 32 423 424 323 423 41111 48.000 PSF C,D,E,F,G, H,I,J,K,L A,B,M 45 2 74 2 51 2 74 2 2 79 2 79 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 0 1 Si 1 0©2 2 2©©3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 0©3 4 4 4 4 -4-1T 5 4 414 4'3 5 4 121 1 0�2REM 2E13 ©222 323 �3 434 323 424 323 424 434 423 6 Q 434 423 524 53.125 PSF C,O,E,F,G, H,I,J,K,L 41 2 67 2 46 2 67 2 2 76 2 79 3 3 3 2 2 3 3 3T3 3 2 3 4T4 3 3 4 4 3 2 3 4 4 3 3 4 4 3 2 3 4 4 3 3 4 4 3 2 5 5 4 ©5 3 4 3 2 5 5 4T3 5 4 1 1 1 1 1 1 212 2 2 212 ABM 2 2 2 2 2 2 9 2 2 3 2 3 3 2 3 3 2 2 3 2 3 2 3 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 414 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 Emus 5 4 4 3 5 4 J..4 1007/11 0 NO CHANGES THIS SHEET law*, arc 144; J.R. 04/01/11 C NOWEIP4NOdIS E��/,H1DgltCTY11788RESTRIC7EDBY8I2E IMO 1 A,ADODP�REANCHORQWISRESTRICTEDBYSIZE. FX 11/1SNB B owwtye Fri, F.K. 7/29/05 J.J. 7/23107 Iftoreese ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ® 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5 DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL 117 3 ©©complying RODUCT REVISED with the Fond. ding Oxto -10 (FULL DP) ■ HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 1070 TECHNOLOGY DRIVE OE:; -r ANCHORAGE SPACING, STANDARD VIEW NOKOMIS. FL 34275 - ALUM. SINGLE HUNG WINDOW, IMPACT P.O. 1529 NOCOMS• R. UM Mato 13444r ""4"4 aw „m aw0►tw wu, 81100 I NTS 1au9+ 11 I 4040-20 I D ads Product Cont io'T6 11 I Itl1,,�, (LVNN �t0 .`CENSE NoCL 58105 A. LYNNMILLVWP.E. FL P.E.# 58705 ANCHOR QUAN" ITIES ABOVE MEETING RAIL (HEAD & JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH I -EIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114• ELCO TAPCONS SUBSTRATE: 17.125 22.668 28211 33.764 39.298 44.839 10.382 55.925 2 -114' ELCO SS4 CRETE FLEX ANCHOR TYPE: --.-'o U U 0 U U C+ 0 0 0 ( 0 0 O o 0 G 0 U 3-#12 SCREWS WINDOW GLASS O N 2 Zel ON Z Z et O 44 2 UNz Z,.NZ'ZNZ , NZ_ZNQpZ®pM TIONS ARE BASED ON THE FOLLOWING WIDTH TYPE 3 Oelg o 8`18 UNJ Uoo8UeoO 8 o(0 0 HEAD -181/2" MAX FROM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS -171/7 MAX FROM TOP CORNERS 19.125 1 1 2 2 2 2 2 2 2 2 ....._2 .. 2., ._2... _2.... 3. -5-- 3 3 2 3 3 3.....3 .' 11 1/2"MAX ABOVE THE MEETING RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6' MAX BELOW MTG. RAIL 24.000 - ...- - - -- -- - .. _ .._ __ .. _ _ ..._ . __..-_ _._ . ___ - ... _.. - _ .. ......._ -- ..- __.-. 15" MAX FROM BOTTOM CORNERS ---. _.- -- -- --' --- - Y — 2 2 2 2 2 1 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL - ANE THEA NOT REQUIRED 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 . -.---- -.-.. _ ------_-.._-...- -- - -- ...._._ .�._ ._.._-- _ _ �- _ _ ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE 3 3 2 3 4 3 4 4 3 4 5 3 b DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR 79 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 1 1 FOR CUSTOM VIEW } Z -..Z- 2 2 1 1 33_I 3_ 31I_..4.. 4 13 I...4 4l 4 I S 5..I 4..�...-5. ®WINDWISARDTH AND HAVAILABLE SASH EIGHT 38"MAX ARE FOR PSF 79 79 79 79 . �j FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J,12 1_- 2 2 2 2 3 3 3 4 I 3 4 4I. 3 14 4 3 2 1 2 I b 4 4 I 6 5 4 1 8 E DESIGN PR€SSURE LIMITATIONSL PSF 79 76 79 77 79 79 79 ' ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM 44.000 D K,L J 1 12 2 - 1 2 2 2 2 2 2 3 3 32 2 4 1 4 4 4 1 3 1 54 I2 2 1 2 3 5 1 4 I 5 6 I 4 1 8 SHDESOWN IIGN NBOW. TSSUFtE WIIE WISE THE DESITHE QUANTITY OF GN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 o,K,LJ, 1 1 1 2 2 2 3 3 3 4 _4 4 5 I 4 b 5 I 4 6 5 1 4 1 6 6 5 6 AVAILABLE SIZE AND 2 2 2 2 2 2 2 2 2 3 GLASS TYPE 13 PSF 71 79 63 71 79 64 74 66 77 69 69 ® TABLE 7. KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 1 2 1 3 31 2 3 3 I __21 3 3 j 2 I MAX.PSF K.1.1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 6 6 7 8 6 7 (DP LIMITED) 112 HEAD 2 JAMB ABOVE MTG. RAIL D,E,F,J, 1 K,L 1 D,E,F,J, 1 K,L D,E,F,J, 1 KL - PSF 37.000 D,E,F,J, KL ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATES---\ 12.776 15.776 18.776 21.776 24.778 27.778 30.776 31.1006 ANCHOR TYPE. WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 ..nowt arc J.J. 1007/11 J.R. 0101/11 ROM Or FJG 11/13177 games ort F.K. 7@AN6 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 79 2 1 1 1 2 2 2 1 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 1 74 2 1 2 1 2 2 2 2 08 78 2 1 2 1 2 2 2 2 63 72 2 2 1 2 2 2 2 73 58 I 88 2 2 1 2 2 2 1 2 2 2 2 2 2 3 2 2 3 4 1 2 3 3 1 3 4 1 3 1 3 4 1 3 1 4 3213 31213 31313 41313 413 4 41314 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 79 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 72 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 6 110IC D NO CHANGES THIS SHEET mat=C NO CHANGES THIS SHEET DPATHNSiWpHp BTRICTEDBYSIZE. .1.1.41-2/23/0-7 r jFULL DP) HEAD JAMB ABOVE MTG. RAIL 2 2 4 TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAL 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, CUSTOM VIEW NOIOOMIH,Fl. 34277 _ — ALUM. SINGLE HUNG WINDOW, IMPACT P.O.1020 NOKOM18 34274 V1,1b(y Bettor Bobo I NTS 110 11 I°'"""' 4040-20 1"ROILT� REVISED Wildif$Codo <1 101'I 1417 wagon" 14° 10/4 01!^ , ;, , wCoanol 2 ID \11111111/i, ,`Otk • LYNN M/�(� Its.••• C,eNsF ' P . No. 58705 • o1'11• " FLOR�OP•' '''�;SSIONIC A. LYNkMLLLIk, P.E. FL P.E.# 68706 (ALL INTERIOR (ALL HEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE E •' . 2x WOOD BUCK ®(SEE NOTE 4)� 4' TAPCON CRETE -FLEX Pavia, avaeK J.R. MIMIFX tr"va, F.IC WOOD ANCHOR (BEE NOTE 2 & 3)® DETAIL A DETAIL B_ TYPICAL FLANGED HEAD ANCHORAGE Deft 1007/11 Dar 0401111 tar 1111906 COIN 05 1 3/8" MIN. 1/4" MAX. SHIM 1 3/8' MIN. 1/4" MAX. SHIM—moi E ANCHOR, MEETING E NOTE 1 & 3) I MIN. CONCRETE 1.5 KSI MIN. CMU x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPUCATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. — SHIM .131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6" O.C. U UJi WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR - WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE Marlow NO CHANGES 71118 SHEET C DRIVE NO CHANGES 0118 SHEET ,�NKOM TECHNOLOGY _IGT rear. ADO INTEGRAL FINANCNORIGE UPDATES REORDER NOTES. ~new NOTES 7. UPDATE CONCRETE EMBEDMENT DAL NORMS, P FI, e J.J. 7/1907 1 Via* Better DETAIL G. (SILL) 1/4" MAX. SHIM —WOODFRAME ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT eafteklet aft 8N700 I NTS I 11 11 rem' 4040.20 ,RODUCT REVISED a aiMlyingwia the Florida Building CND — B. 1+ Acceo"ro", TACT zoic BxP MIAM NDIADE el.g. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as describe en estgn;.d L ply wi h the Florida Building -- elocity Hurricane Zone. - ION: Series "FD-750" Outswing Aluminum French Door w/Sidelites — L.M.I. 11 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidnde.aov/oera/ Code, includin DESC�f APP • sheets 1 throu VAL DOCUMENT: Drawing No. 8000-11, titled "Alum. Frenc , w11 revision E dated 10/12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1028.10 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11-1013.24 iration Date: Februa 24 Approva ' a e: ovember 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09-1028.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of WOW configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 09-1028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4527, dated 02/10/05, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by Edm do Largae • : : , P. E. (Submitted under NOA # 05-0419.03) v - M iiue1 er P.E. Product Contro x iner NOA No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-1 , PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum doors of XXX° configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTI,, -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202=94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) E-2 el Perez, P.E. Proddet Cgfitroi Examiner A No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 PGT Industries • . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, F.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites - L.M.I., approved on 02/10/10 and expiring on 02/24/15. E-3 M . 1 i Perez, P.E. Produc Con of Examiner N s No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/18' LAMA CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/18' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/18' LAM! CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAMA CONSISTING OF (2) LUTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. E. 7/8' LAMI I.G. CONSISTING OF (1) UTE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMA GLASS ASSEMBLY INSIDE (3/16" A..090 PVB, 3/18' HS). F. 7/8' LAMI I.G. CONSISTING OF (1) UTE OF 3116' TEMPERED GLASS OUTSIDE.114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.090 PVB, 3/18' HS). G. 7/8" LAMI I.G. CONSISTING OF (1) UTE OF 3/16" TEMPERED GLASS OUTSIDE. 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/18' A,.075 VANCEVA, 3/18" HS). H. 7/8' LAMI I.G. CONSISTING OF (1) UTE OF 3/16' TEMPERED GLASS OUTSIDE. 1/4" AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X O XX, XO, OX, xjk SCO, OXX, OXQ, XXX )UO(Q, O)OOC, OR MOO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE. X DOORS ORA DOUBLE. XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RUSE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE; THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312. FTL-4315, FTL-4527, FTU -4528, FTL•4529. FTL-4530. FTL-4921 AND FTL-5941. ANSWAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE RRICANE ZONE (HVHZ). MIAOW me Irwas T®BGLdMi 000ff MO 0603N WOW; MARC WWI C TEST R9iMTNUMMI Mose lec""` ~,••me ND DOMES TMIsi :► u .la.n0 0 tome INF nee AwYbt u rOYtfr [ PBCIDrOCOOBOIGNGB aee„4e Dees vrAe o.k F.K 1213/04 LT. 4/805 11070 TECHNOLOGY DRIVE NO152M0S R 34275 1P.O. BOX 1529 NOKOM A 34274 GENERAL NOTESAND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT immure a are turf 0.6011. Awe FD7b0 I FULL 1+ 12 I8000-11 I E NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS..._ 5 HORIZ. SECTIONS 6 PARTS UST 7 EXTRUSIONS 8-9 ANCHORAGE 10-12 MY9.UCT 11114"V'4 wMA ter M1eAA wiwirre 11e ilirfts ere ,t %ii III,,. pal 04N MIL /7./1 ••• ie. • `,\FENSE •.'*/: *: No 56105 • " l � I,sc 2 ;'••. Fus es.LOF��P���\ ION A LA UI(Lak'P.E. FL P.E.# 68705 EXTERIOR 7/16" NOM. 109 01 .090' DU MAXIM 3/16" GLAZI TAIL 7/16" LAMI GLASS W/ PV 7/8' NOM. �- NEALED OR HEAT STRENGTHENED GLASS ACM OR SAFLEYJKEEPSAFE UM RLAYER HEAT STREN ENED GLASS • 91 0R 92 1 5/8' GLASS BITE INTERIOR SETTING YER • 3/16' TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM FVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS EXTERIOR +-- 7/16" NOM. f— 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 075' VANCEVA INTERLAYER +--3116' HEAT STRENGTHENED GLASS 1 5/8" GLASS BITE GLAZING DETAIL ' SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 95 oR 96 1 5/8" GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL �' SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER IIMem Faeroe NOCHANGE A/S SHEET MCawiar 7//!61@► NOC114.0011117418 SMIZT 1LT.1 bags 1 7/8" NOM. 3/16' TEMPERED GLASS AIR SPACE 3/18' ANNEALED OR HEAT STRENGTHENED GLASS �— .075 VANCEVA INTERLAYER 3116' HEAT STRENGTHENED GLASS 97 OR 98 EXTERIOR A 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS Wl VANCEVA INTERLAYER fon m:muo0Y atm mama FL SQ71 /.0.17 15 macaw a 54274 GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT YrM�r wt p�I�M rM FD760 17141r; • 12 I 8000-11 IE .0,1111111,%, so' �.YNN M/t4FR //., * .•NO 56705 °,�••• FLOR\D►;.• Sc. ks,9SIONN.. , A. LYI4W11MILLER P.E. FL P.E.f58705 Table 1. Maximum Design Pressures (psf) Allowe d Configuration Width (in) Glass Types A,E C,G A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 A, B. E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 36 11/16" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 French Door X 3T (3°) )0( 71 3/4" (6°) Full 36 11/16" Jamb Sidelite Narrow Jamb Height (in) 79 3/4" (68) 83 3/4" (7°) 87 3/4" 91 3/4" 95 314" (80) +7 80. +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 +100.0 -71TRItr +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -80.0 -100.0 -80.0 -100.0 Table la. Gass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PVB, 3/16 -HS) B - 7/16" LAMI (3116"HS,.090 PVB, 3/16"HS) C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) D - 7/16" LAMI (311611S,.075 VANCEVA, 3/16"HS) E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE. 3/16"A,.075 VANCEVA, 3/16"HS) H - 7/8' LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) me6)! ore Wafts PX 101206 S UPDATE TARE 1 MASTME 1$60.07 JR l»22a0 C AOOEON07GONORMIROR LOW ROE SOL Iftel"7 Oft ter` 7M °NOL7NNOEaSSMELT JR 012.5,10 p OW."Ir ore orrier. ori FX 12/2304 LT. 4/aAS 10107EGNAOLOGYDRIVE PL 3070 P.Q 8G 1617 NOKOW RL 34274 FiL-4311, 4312, 4315 UPGRADE Flt -4311, 4312, 4315 FTL-4527, 4528, 4529, 4530 UPGRADE F1L-4527, 4528, 4529, 4530 FTL-4311, 4312, 4315 UPGRADE FTL-4311, 4312, 4315 F11-4527, 4528, 4529, 4530 UPGRADE FTL-4527, 4528, 4529, 4530 # OVERHANG LENGTH OVERHANG a HEIGHT G L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) DESIGN PRESSURES ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT Fal* rag FG o j linNTS ts 13 s 12 1 8000-11 I E CNV LYNN1ii , ti�•.•`�GENSE '•.F� ' * : No. 58705 ':,''.•, ST TE F • °ss'!`tOF?°P: ‘C9. ��/7 ONA,,`, A. LYNN iAILL�'R, P.E. FL P.E.# 58705 B6 J4' MAX. HEIGHT A.L 73 13/16' MAX WIDTH -1 x 110 5/8" MAX WIDTH 1•• - , • • • 145 3/8' MAX. WIOT1 I /i'�,1 91 i • • / / .4, h • is • • OXO OXXO (SHOWING EACH VERSION SIDEUTE) 713/4" MAX. WIDTH XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Wm Ir Das &Ow FX UMW 71=711F — JJ4. mom UC 012370 FF C Oft 12/23V4 S 00CHANT' THIS ET ,.•..• �,3)3E1060(170RNE P.O. /QX.AE MaroAy3, Fl. 3/274 Mfr MAM IE INNSHEET • wonwMas7Mo*mar 3611116' AMAX WIDTH.. --.1 MAX DLO 36 11118' IMAX WIDTH 33 3/16" MAX. DLO 0 (FULL. JAMB) 0 (NARROW JAMB) EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT S0 I NTS 14. 12 I w". 8000-11 IE •\��ON`f LYNN M/// �,' '� ••'`�cENSF • ..'P * No.58705 AO ••. STATE OF . . . /ONM �?`�• A. LYI kMILL7'f�, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD ' VERTICAL SECTION B OUTSWING HEAD ]MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL MO* Deft airs — FX WIWI a REVISE fl I3 8110WKTERNA777WM000TTOYRM ERRUSaML 11..w* are Inw.e Snew air LC MUM aj6 ,.^ c 1W Off J. Lt. 0125,0 NOOPMES 17101 MINT INTERIOR ORIGINAL VERSION TOP RAIL 21 ALTERNATE VERSION TOP RAIL MAX. DLO -1 EXTERIOR MAX HEI 3HT ORIGINAL VERSION BOTTOM RAIL 56 F.K. 12/22.V4 L.T. 4/805 ALTERNATE VERSION BOTTOM RAIZ: INTERIOR MFJt. HEIGHT VERTICAL SECTION D OUTSWING SILL 1070 TEO0101.00Y WOVE POWNIQPL *QM P.QIQX1 NOKOMS, FL3 274 I 1 RnCAL SECTIONS ALUM. FRENCH DOOR & SIDE CITES, IMPACT wno (VZ ( 5 r 1T (." 8000-11 I E .,,I I I I Ii/ ' LYNN �*pN.,.....,•• d 1/(( 0C.ENSF • '• :FQ * '' No.58705 • 7,,,ST;1 1.-�`StS.FLO1.."7 .. ",!ONAI. E �`� A. L141/4 611 ikR, P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE • SEE NOTE l U� DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) rrrrK Mie FZ +0020 1 NOLNW27MPMOT 1.11“01. Arabi art MHO C wrvawa&nwr>rrar rrwmg am room are 0102310 0 Nocuous me mow PIO EP CM 61160 IF or. RIC 12123/04 LT. 4/8105 DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) 00Y ORM' Nor<o wn R 3471 P.Q/QS 1� maw% 0i.11201 DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE OTT (3). 11" FROM TOP & BOTTOM AND ONE AT MIOSPAN INTERIOR E)gTERIOR DETAIL E JAMB, FULL JAMB SIDE LITE DETAIL I JAMB. NARROW JAMB SIDE LITE tpRIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES. IMPACT r.w.� I.r s. a.r►�r � FD750 1 1/2 I B+ 12 1 8000-11 E .uruirrr. *r... N\GgNSE ,' to. D 58105 5 /O'of, F104\��' 0, '��1P�; ti LYN144111 P.E. FL P.E.# 58705 ;11'11011 1 1 illiggi 1:::k E. x_ x it. 1 i 1 5%111 1 0 g iia� g i ; ii 1111 Bt hii gills 1lillial $1 �� %Niki III _1 �� 1 .. ID aria 1 111111 u. pm fil gd ifig Igg _ F= � kkkrN• g55 0101kkgciNtR asystnrnassos 44 44tt lig IND 1 x g g I Igi ✓ i 12_ 1 QQmQ ` $ Sa3y x . g}x� x ` FamT( 6 if Fj' in %y� _ a< 3 x x j Y 3 �- ,2 40 1.1.1U§:ilililig 1 'Nd I allishigliki '8: A i X11 %11121111 M 1111T;"111;110;1 IV tailitiliiiiiii!laIghdlid1111.*Atil VIM 1111$1 lib bla II 1 JIM RFi RAXAMRRi0RAgMAAAIMAAVVOMV:$$R .aR A I+----- 3.638 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.0,8� 0 °° .050 #8009 6063-T5 O INSTALL PLATE 1 1.938 1 1.938 51 "i‘250 22 #8013 6063-T6 BOTTOM RAIL 2 #8003A 6063-T6 2V:11 OUT -SWING SILL .050 4.1n 1.353 ]� — O#8004C 6063-T5 3 OS SILL COVER #8056 6063-T6 ® 10 OUT -SWING LOW SILL .100 8.250 1.938 i�' 2.000 1T .074 t_ -711 - L990 20 #8012 6063-T6 STILE .075-1 = 4.42' 21 #8014 6063-T5 TOP RAIL Ii 1.938 .075-1 4.027 ` -I 1.033 .050 O#8008 6063-T5 DRIP CAP • T r-1.940 1.498 .050 4.434 - #8013A 6063-T6 #8014A 6063-T5 ()BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN RIM* orf ANNUM rx WWI a WNW* MO u area C aOctinQwMSC SILL Nlo 32Y70NOEx1N1!lIONSI Er. mefer` "` AR. ago rac+lurme+nraar c1.f.ir ore LT." ore FX 120334 LT. 4/x08 I Pajplc1rra Md1prR R 34274 1.180 t .31, .04717 7 6 #8007 6063-T6 6 SCREW COVER 23 #8017 6063-T5 TOP SWEEP L .797 ✓ #8016 6063-T5 24 BOTTOM SWEEP 2240^-.J 26 #8015 6063-T6 ASTRAGAL .\11111111/ N� LYNN F ., �����.•‘GENSE ••r �. * c No, 58705 _ 1. Niin �, -. STATE OF =: EcTRUSION PROFILES O,� .•.. fLoao�•'�0.`' ALUM.''flSIONA\- �FRENCH DOOR &SIDE CITES. IMPACT IS R� s� aPE. FOYFO 172 11 • 12 J 8000-11 I E FL P.E.0 58705 h 2260 .075 trt #8021 B 27 6063-T6 GEAR HINGE, JAMB .050 1- 2.622 61 #8028 6063-T5 SL HEAD TRIM ---I.7a2 I---- .353 .072 28 #8020A 6063-T6 GEAR HINGE, COVER .126T .060 O#8056 6063-T4 SUBSILL, OPTIONAL 3.775 1 ma 8045 .442 .965 -� .966 1.169 #8022 6063-T5 BACKBEAD MI* UM FX maul II m«_ MINNOW - 1R. a.a... C MOW Dm Mains aSro 0arr F.K 12123)011'77.81 4/8813 Pax #8026A 6063-T5 0 SL BACKBEAD uPxwiraOI NM f NOONNO.. n1 WEFT .14� .301 1+-1.783.1 29 #8018 6063-T5 HINGE, BACK-UP 1.075 �----2.438 f O #8019A 6063-T6 GEAR HINGE, DOOR r°62 t 70 #8010 6063-T6 NARROW SL JAMB L.__ .758.045 .8181r — ©#8023A 6063-T5 7/16" BEAD 1070 TECHNOLOGY ORM Nd OMIS, FL 327$ P.O. PVC 1sa. mazes. A. 34274 .437 .957 }-.- #8024A 6063-T5 I.G. BEAD .125 1.000 100 37 #8039 6063-T6 TRUSS CLAMP 3.351 1.635 #8033B 6105-T5 FD ASS'Y BEAM 1-•"--2.313----�� .050 62 #8029 6063-T5 KV SL JAMB TRIM ECTRUSION PROFILES 1ALUM. FRENCH DOOR & SIDE LITES, IMPACT »>10 112 19 a 12 1�..._ 8000.11 I E - JAMB ANCHORS HT. QTY. - 953/4" . (5) \ 913/4" -(5) \\,....873/4' - (5) _ 833/4"-(5) 793/4" -(5) • . 3-- 18.500" MAX 0.c. 11' DETAIL • NCRETE) ® (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 JAMB — ANCHORS HT. QTY. - 953/4'-(8) —� 91 3/4" -(8) 87 3/4' • (8) 833/4" - (7) _ 793/4'-(7) 11' • i1 11" 10.571" MAX. .. O.C. ® DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 3' I HEAD 8. SILL_' 1 ANCHOR 7 CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4" - (5) 91 3/4' - (5) 87 3/4" - (5) 83 3/4' - (5) 79 3/4" - (5) 11 11 ® DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 18.500" MAX. O.C. _ 3" MIN. _ ®TYP. 11' SEE NOTE 5 REGARDING APPUCABLITY OF ENCIRCLED ANCHOR LOCATIONS atti (2) EQ. SP. TYP. 12'® HEAD & SILL ANCHOR CLUSTER (TYPICAL) (3) EQ. SP. TYP. JAMB ANCHORS HT. OTT. 953/4"-(8) 91 3/4' - (8) 87 3/4" - (8) 833/4'-(7) 79 3/4" - (7) 1111 1CD*444 4111 01 1 DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS. OR INDMDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO S54 CRETE -FLEX 3 - 012 STEEL SCREW (05) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. W000 SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS : (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) ® HEAD AND SILL......8' MAX FROM FRAME CORNERS. JAMBS 11" MAX FROM FRAME CORNERS. 18.500' MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL. 6" MAX FROM FRAME CORNERS, AND AT 3' AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS.. -11' MAX FROM FRAME CORNERS AND 18.500' MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL......6' MAX FROM FRAME CORNERS, AND AT 3', 8', 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4'. JAMBS 11" MAX FROM FRAME CORNERS AND 10.571' MAX. O.C. RAY+, arm 11.0es p3UOYE•NOTE PERTAM IO TO ANMORMCSEOINIVEMO a74MRY. /X 10.130/ 1 WASSANCHORSGYPER I110200rMOREVISE NMI; 311. ,w.. as RMbt MI Omar C MO MANSE 71•31NISE► ""1` "! 1"11 ClMNO 'Wearar70 K7RNCar. J.N. waarto 0 9..,w, hr. FJC 1223/P4 L7. I 4/805 1 NONOMA FL !17Th Mica 1171 NOKOMIS. R UM ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES. IMPACT mix 174 i 0 • 12 1°."91'h 8000-11 I E 11" 10.571' MAX. 1/4" MAX GROUT, SEE NOTE 6 -EMBED. •:-.• SEE A • NONOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) A NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE 15 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON -13/8",1/4" SS4 CRETE -REX -13/4". 2. FOR WOOD APPUCATIONS USE *12 STEEL SCREWS (05) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. W000 BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK, 1x WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MATL SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SIL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METAWC GROUT, 3400 PSI MIN.. (DONE BY OTHERS) MUST FULLY QRT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS -RATE, AND TRANSLOAD TO SUBSTRATE. ammo al. f. ,.',a RIM* PM M MOWN c UN. A*eft bate FX 122304 CONCRETE ANCHOR SEE NOTE 1 OPTIONAL. 3.4 KSI Miri. - CONCRETE EMBED. • SEE NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4"u,,, SEAM — — 1/4" MAX. GROUT SEE NOTE 5 WOOD ANCHOR. SEE NOTE 2 1 318' I _ MIN. - 2x WOOD, SEE NOTE 3 TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EXTERIOR INTERIOR 1:=> (ALL HEAD & SILL SECTIONS) ®3.4 KSI MIN. CONCRETE i SEE A NOTE 1 2x WOOD SEE NOTE 3 1x W000 SEE NOTE 3 114" MAX. WOOD ANCHOR, GROUT SEE NOTE 2 SEE NOTE 5 OPTIONAL OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) ACONCRETE ANCHOR SEE NOTE 1 ®WOOD ANCHOR SEE NOTE 2 TYPICAL DOOR & SIDE LITE HEAD �pamMUM IILL ° rn _ASONOwIZEVITAa+ aNialoy c r1Oum4CONt bast 4/805 I PA 040CWOOS FL MN tE'01 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT IV7w 11/4 111 + 12 I a""~ 8000.11 I E ressuer ammo Met% Cole AmbpirmePle•••10 ..\\illlllli.. * No. 58705 • Qom•.. STATEOF �. ",,1O�NpAL PC"..:7::.‘ A. LYNN allil!l�1R, FL P.E.* 58705 t13 CG 0 0 -1=1 0 co 11. 0 40 • 4 0 0 tU CC 0 LIS (al MIAMMADE •I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries, Inc. 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke Control Section that this prod This product is approve Code, including th g,\fl,ka, MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 WW%.mia midade,¢ovleconomv DESCRIP APPRO acceptance, if it is determined by Miami—Dade County Product or material fails to meet the requirements of the applicable building code. liV;via, 7j4.1 Ilam hw.. e ocity Hurricane Zone. Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements — L.M.I. . Dic;;ThigictO7PUTUUMUV. C2, tttiea "series TN Aluminum S(3 I" sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minitnum clearance width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-1018.14 and consists of this page 1 and evidence pagys —1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIDADE COUNTY APPROVED NOA No. 14-0123. ExpliteE1 .. 3..L. lleoruary 17, 2015 Approval Date: February 06, 2014 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, • FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. Note: The test reports No.'s FTL-5980, FTL-6001 and FTL-6015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-09 Yom. - Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 • PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FM -6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL 6025, FTL-6028, F1L-6031, FTL-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed.by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENOTHED INTERLAYER TYPES - Ni • .090 DUPONT SENTRY GLAS PLUS DBPVB • .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SOP INTERLAYER. 03A • 9/18" LAMINATED: (2) LITES OF 1/4" H3 GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/18" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SOP INTERLAYER. 05 - 1" LAMINATED I.G. 3/18' T EXT. CAP + 3/8" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 DBPVB INTERLAYER. G8 - 1" I+AMI 4ATED I.G. 3/18' T EXT. CAP + 3/8" AIR SPACE + 7118' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SOP INTERLAYER. 05A - 1" LAMINATED LG. 1/4' _T EXT. CAP + 5/18" AIR SPACE + 7/18' LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 DBPVB INTERLAYER. G8A -1' LAMINATED I.G. 1/4" T EXT. CAP • 5/18" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/18" ) GLASS WITH AN .090 SGP INTERLAYER. (37.7/18" LAMINATED: (2) LITES OF 3/18' ANN GLASS WITH AN .090 SGP INTERLAYER. 07A - 9118" LAMINATED: (2) LITES OF 1/4" ANN GLASS WITH AN .090 SGP INTERLAYER. 08 -1' LAMINATEQ I.G. 3/18" T EXT. CAP + 3/8" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/18" ANN GLASS WITH AN .090 SGP INTERLAYER. GM - 1' LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/18' LAMINATED: (2) LITES OF 3/16" ANGLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COOS FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE 1107 REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL-5980, FTL-6093, FTL-8001, FTL-8014, FTL•8016, FTL-6017, FTL-8022, FTL-8023, FTL-6024, FTL-6025, FTL-6028, FTL-8031, FTL-8033 AND FTL-6036 DATED 8/7/09, FTL-7554 DATED 11/01/13. ELCO TEXTRON NOA: 07-0426.01, 03-0225.06, ANSIIAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - r 8. D.LO. HEIGHT • PANEL HEIGHT - 825' DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON GENERAL NOTES 1 SHEETS 7, 8 & 9 QUAUFIED CONFIG 2-4 GLAZING DETAILS 5-8 ANCHORAGE 7-15 DESIGN PRESSURES 7-9 ELEVATIONS 15-18 CONFIGURATIONS17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22-23 NOA DRAWING MAP SHEET NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5118' ULTRACON (FORMERLY TAPCON) CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF 412 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN 1N THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 412 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3. SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Regulroments Hud and 5111 Jambs conerote Un.Grouted CMU Grouted CMU Woe Deo UBroeon B0. Crol.Fle:884 Dia. Min Emb. Min. Ed Min. Onto 114" 1 3/8 2 1/2 1 114 8/11" 1 3/4 1 1/4 1 1/4 1/4" 1 14 2 1/2 1 1/4 ryw Beo Ulwconjl 1/4" Bee Crete -Flex 834 114" Jai .,< JR IfirmINK Min. Ed Min. Gnb. Min. Ed 2 1st 12/4 2 112 1 1V16 1 314 2 1/2 2 1/2 Not Recommended *Nook (Anchor Tension) P4took Mol man° Adapter (Anchor Sheer) Co0crea Min. Emb. Min Ed 1 14 2 1/2 1 3/4 21/2 OrouMd CMU concrete Grouted CMU din. anal Mln. Ed MM. Fm*. Min. Ed Mtn. Emit. I Min. Ed 1 14 Il 2 1R 1 3/4 2 to 1 3/4 I 1 1/4 Not Recommended 1 3/4 2 1/2 Not Recommended 1W11/11 Cwnn FBC 2010 CODE CHANGE �••� reJssta• AUUIU (/LAZING 7YPtb (1/, G7A, (33, UBA b 1 ,6I REPUNI' 10707ECHNOLOOYDR/VE 01/23/14 C2 FTL-7554 TO NOTE 1. NO0OW3, fi 31276 0r. adu..: P.O. BQX 1629 NOKOMIS, PL 34274 00+1.00 o r, Ow.ee,, MIs SMC 0195507 Concrete Strength Requirements Typo Boo Ultmmon Moo Crete -Flex 1354 Definitions: Emb. • Embedment Ed • Edge Potence Min • Minimum Dia. 1/4" 1/16" 1/4" f0' 2700 pal 3500 psi 3350 pal CONCRETE SCREWS STRENGTHS FyMIN.•135K31 FU MIN. • 177 KW Masonry Strong* Requirements Ungrounted CMU Grouted CMU IASTM C40 A8114 Cao d* mos coenmhkw to Seooar 21062.2.1.2 and 4609 Mins FSC. WOod Gerews(HOSO, Sill & Jambs) In. Type MIn. Em Min. Ed 412 Wood Sorew 1 3/8" 1" Eloo Crete -199x 884 1 3/8" 1" UNLESS OTHERWISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI aer es.s e.► -a..rsa. 8011770 NTS I 1 + 23 , PGT0002 G2 PRODUCT REVISED es complying with the Ptorida Bonding Code Auxp• uice No EspnananDob. /2016" Nuc�roI Dodo get Camrol s. ONS LYNN M//! /O.. �`•.•�\GENSF•'•.F'P * No.5B705 * / 64:17.1 P.E.3 68703 APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 1 SEE DP TABLE SHTS. 7-9 Xp Ark iglb, logy iL► ►iLp T,1r1 SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 It. SEE DP TABLE SHTS. 7-9 SHTS. 7-9 1'Y SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 XO, X, XX, NET n %LI SEE D.P. TABLE, SHTS. 7-9 OX . OXX, X OXXp, XXXp 790° CORNER I I OXXO, XXXO, OXXX, XXXX, XXXXp POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL. 0 SIGNIFIES INOPERABLE PANEL. J.J. 10/11111 0 NO CHANGE THIS SHEET +ww.q: Daae AMMO. JR 01/23/14 02 NO CHANGES TO THIS SHEET CORNER, TYP. eb ill r r,, 811 X VIZI? NV %kr 0, XXX N V 6 POCKET, TYP. 'brass o r• Oudot If ow.• SMC 08/0608 070 TECHNOLOGY OWE NOKOM IS, FL 34276 P.O. BQX 1520 NOKOMI8, a 34274 QUALIFIED CONFIGURATIONS rs" SERIES 770 ALUM. SGD - LMI M... Isar lihrrt lenMeNa 800770 I NTS I 2 " 23 I PGT0002 C2 dtA .:a ALAIL L1 NC/ T, 1.1 itclk ik►ik►iFFkb, 'RODUCT REVISED o complying will, Ibn Florida loading Code%matinee No ?rpiwUoa Onto Maud Undo Product Control 1111111/ Z. *� No. 58705 �• ATEA 8 ',�` �� ''•.fLOIZIOP 49� ,.: ,,//// 8IONAA- A. LV{flIGkIL.&' .E. P.E.658705 SEE DP TABLE SHTS 7-9 AZIL iL.iLP NEW War „1.- it, V,' 1S► 'W7 tgin 1 SEE D.P. TABLE, SHTS. 7-9 OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 1 1:T:► 17 viY OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS 106.011$ *Meow J.J. 1011/11 C I NO CHANGE THIS SHEET w...y, — ~dem JR 01/29/14 C2 NO CHANGES TO THIS SHEET .].�.� a.. - ,O. MC 08/05/09 w..n.x NOKOMIS, FI. 34276 P.O. Bp( 3619 NOKOMIS, FL 34274 N WIZEP [1747 '611LP �r.r �.T.ueTe� %VF I41l1ANL filtKfq lArCrrA ur QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI arimebeit pear 8013720I NTS 1Shot '"�r 3 a 23 PGT0002 IC2ave PRODUCTRRVISCD os complying with Ib° Monde Building Code Acceptwxo No L•xphsNMl nolo Bs— -<«a / .z�• ;Aloud Dab 1'rodocl Connor—, A. LYNN MILLER, P.E. P.E.6 56705 APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 1 SEE D.P. TABLE, SHTS. 7-8 :T:1 17 OXXXXXO, XXXXXXO, oXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 NM fig MY: JJ 1W1V11 'weepy: oar JR 01/23/14 wool Of Mr SEE D.P. TABLE, SHTS. 7-9 1 N 4II �Lr i[r L•LV:7 [LIZ t► L•a.:a Mg NW, MNNOW t OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp C NO CHANGE THIS SHEET G2 NO CHANGES TO THIS SHEET fere 0 .SMG 0&DA'ODM MK 10707ECNNOLOGYDRIVE NOKOMIS R.34275 P.O.OQK 162V NOK IS FL S4274 N QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI ilrYM! sovno IdrN•Ira4OrY*M TS 1 a 23 POT0002 Ave C2 PRODUCTRfVISBD a complying *Niihau:, Florida *Aiding Codo %cccpMnce No _ :xpnntlon Dnto teats _+cP, 1�• diems Dade Product Control . 0,1111111 i,, ```,.'ONS UrIN Mi ��,, •<' . • ‘).!-.I.1!".1 GENse . (4. �,: \ is i No. 58705 • . / 17Z1../PL OP .•'&,,1 ,///6„SIONAI,,, A. LYNN MILLER. P.E. P.Ef 66705 2= 195 3/16" .09 3/16" 7/16" LAMINATED GLASSA'ES EXTERIOR 1/4" HS GLASS 1/4" HS GLASS 9/16" NOM. 1 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EiXT1 3/16" HS GLASS .090 SOP 3/16" HS GLASS 7/16" NOM. -H 3/4' NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 1/4" HS GLASS •--� .090 SOP 114" HS GLASS .- 9/16" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A IfwwA% IMI: n.wr• J.J. 10111/11 C NO CHANGE THIS SHEET awe Oise oboe.• 1070 TECHNOLOGY DRIVE JR 01/23/14 C2 ADDED OWING TYPES 07. (#214) 4 07A (#216). NOK M IS FL 31275 /NW Re OMR Rellolow aw. of O. C10260 Si Otlr. 8MC 08/05/09 P.O. BOX 1525 MOK0308 FL 34274 fxrERIQR 3178„ ANN GLASS .090 SGP 3/16" ANN GLASS 7/16" NOM. _....., ni_ 3/4" NOM. GLASS BITE ,e1eJ h " - f - A7/16" LAMINATED GLASS TYPES G7 ExTERIO11/4" ANN GLASS -+ f .090 SOP 1/4" ANN GLASS •- 9/16" NOM. �- 3/4" NOM. GLASS BITE X9/16" LAMINATED GLASS TYPES G7A GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI 80D770 I NTS 16 w 23 I �'" PGT0002 IC2Mae PRODUCT REVISED as complying with Iho Fiend's Building Code Acccptonce No ExplraIion pato By'--;(E5i§el c • Mood Dade Product Control 011111111//// `\\ � �pc+.,....... ` 4. I( '� •'•�1GEN.• '•. F� * * :• No. 58705 ••.• "ANTE ATE „7'/S,S/ONA� �c? A. LYNN MILER P.E. P.EA 55705 EXTERIOR 3/16" HS GLASS -4.- .090 .-.090 DBPVB —.- 3/16" HS GLASS — 3/8" AIR SPACE — - - 3/16" T GLASS 1" NOM. I - L TRUSEAL DURASEAL SPACER --7 1' LAMINATED I.G. TYPES G5 LJ\ EXTE6l� 3/18" HS GLASS .090 DBPVB 3/16' HS GLASS 5/16" AIR PACE 1/4" T GLASS 1' NOM. Z. TRUSEAL DURASEAL SPACER - 3/4" NOM. GLASS BITE 3/16" HS GLASS EXTERIOR .090 SGP 3/16" HS GLASS 3/16" TIGLSASSCE 1" N�� -Z, TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 3/4" NOM. GLASS BITE f 1" LAMINATED I.G. TYPES G5A 3/16" HS GLASS —.- 11 1311 .090 SGP 3/16" HS GLASS 5/16' AIR SPACE --"- 1/4' T GLASS �1 1" NOM. I 3/4" NOM. GLASS BITE f"XTERIOR 3/18" ANN GLASS -+ .090 SOP 3/16" ANN GLASS -"- • 3/8" AIR SPACE• - 3/16" T GLASS - 1" NOM. 83 TRUSEAL DURASEAL SPACER A 1" LAMINATED I.G. TYPES G8 3/4" NOM. GLASS BITE L . • J:XTERal 3/16" ANN GLASS .090 SGP — 3/16" ANN GLASS w 5/16" AIR�P7ICE 1/4" T GLASS •- 1" NOM j- 83 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER --I 1" LAMINATED I.G. TYPES GOA A 1" LAMINATED I.G. TYPES G8A Rn"diye -0i& - Anrrue - J.J. 10/11/11 C NO CHANGE THIS SHEET mawPM JR 01/28H4 C2 ADDEO GLAZING TYPES 08. (#210) . 08A (#217). name q. OYU: Rwbbm DOM IF MM. emmeh ore SMC 68175/08 RR 1070 TECHNOLOGY DRIVE NOKOMIS, A. W76 P.0. SQX 1626 NOKOMIS. R 34274 GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI 3/4" NOM. GLASS BITE PRODUCT REVISED as complying with rho Florida Building Code rr�� Acceptance No ], .✓ lixpirNtgn Dntc (Z3 O Z-. MMmI Me Product Cowrol 11`1111111111111'' ` `tom:. 11GENSF '•.,'P i * ( No. 58705 EI l: � O 'O'er FLOMOP•'.•'��: !c• SONA1- 0 ''111,1111111 e.a..srab a• __ R+.r�a> M' A. LYNN MILLER, P.E. 860770 I NTSerI 6 ^1 23 I PGT0002 C2 P.E./ 65705 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STANDARD 8T11•E - STANDARD ASTRAG/J. TABLE 1,n > HEAD & SLL mem MELOCX, STRAIGHT & CORNER ASTRAGAL CLUSTER FLUS 14IB1 rEDATEANCHOR QTY. F6E. 2 PANH& S, 2 > JAM ANCHORCITY. >RHOOKANCICRQTY. 03 - 7/18' LAMNATEDOLASS • (3/18' H.S. / PVB / 3/16' HS.) Anchor Types: 03A • 9/16' LAMNATED GLASS - (1/4' HS / P/13/ 1/4' HS.) 1) '1/4" BJ7O LLTRACON (FORMRLY TAFOON 05-7/16'LAMNAT®LO.U•(3/18'TE'P./AR/3118'HS./FN8/3116•Ka) 2) '104'584aET&FLBl 05A • 7/18' LAMNAT®L0.0 - (114' TSP. I AIR / 3/16' H8.l V8 / 3/16' HS.) 3) •5/16" UL.TRAO3N 07.7/18' LAMNATB) GLASS- (3118' AML / SOP/ 3118' ANN) 4) 1112 MEL SCREW (0.5) 07A • 9118' LAMNATB) GLASS • (1U' AML / SOP/ 1/4' ANN) • SBEANCNORAGE NOTES 1 & 20N SKET 1. 08.7116' LAMNATE) I.G.U. - (3/16' TBVP. / AR/ 3116' AIN./ SGPT 3/18' ANL) G8A - 7/16' LAMNATE) I U. • (1l4" TErP. I AR/ 3/18' AML I SOP/ 3/18' ANI). HEIGHT NOM. PANEL FRMFE VMDTH SIDE 6 U N GLASS TYPE - ALL ABOVE +60 H&S C4+1 JAMB K 10b 24 P-HOO GLASS TYPE - ALL ABOVE +80 H&S C4+1 JAMB 10 P -HOOK 6 GLASS TYPE -ALL ABOVE +60 I H88 C41+1 JAMB 10 P-HOgC 30 36 5 GLASS TYPE - ALL ABOVE +80 H&S 1 C4+1 42 I JAMB 10 P -HOOK 5 GLASS TYPE - ALL ABOVE +80 1 H80 1 C4+1 48 1 JAMB ( 10 1 P -HOOK ( 5 80 tV -80.0 C4+1 C4+2 10 10 5 5 -80.0 C4+1 04+2 10 10 6 5 •60.0 C4+1 C4+2 10 10 5 6 •80.0 C4+1 C4+2 10 10 5 5 -80.0 C4+1 C4+2 10 10 5 5 6 U N +80 C4+1 10 5 84 -80.0 C4+1 10 5 +60 -60.0 C4+1 10 5 e csi C4+2 10 5 C4+1 C4+2 10 10 6 6 +80 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 5 +60 -60A C4+1 C4+1 C4+2 10 10 10 5 5 5 +80 -80.0 C4+1 C4+1 C4+2 10 10 10 e e 6 6 U 90 0 ai +60 -80.0 C4+1 1 C4+1 10 10 5 5 +e0 -60.0 04+1 C4+1 C4+2 10 10 10 5 5 5 +80 -60.0 C4+1 I C4+1 C4+2 10 10 10 5 5 5 +80 -60.0 C4+1 C4+1 C4+2 10 10 10 8 6 6 +80 -60.0 C4+1 1 C4+1 1 C4+2 10 10 10 e 8 6 04+2 10 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4". 31/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Nwge ars J.J. 10/11/11 C NO CHANGE THIS SHEET Nana: ass Nru�s JR 01/29/14 02 ADDED GLAZING TYPES G7. GM 088 08A TO TABLE 1. 1.1110$ ars ~sow Pan ,DMK S 00/05/09$nary ars n +80 -60.0 C4+1 04+1 10 10 5 5 +60 -60.0 C4+1 C4+1 10 10 C4+2 10 5 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' STANDARD ASTRAGAL STANDARD STILES O= EXAMPLE ON SHEET 10 I TABLEIA SILL HT. VS POS. DP I` SLL RISE (+) DESIGN HEIGHT LOAD FLUSH 1-1/2;i) LOW 2-02" + 48.87 PSF MED 3.144, + 60.0 PSF HIGH 4" +80.0 PSF SEE NOTES 1-3 ,cv_ OOYDRIVE NOI OIIFIB, F1.3427E PNOIS.7L11111 OM/9 Fu474 EEL 90' OUTSIDE CORNER 90" INSIDE CORNER 1 OH HEIGHT f OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI 11.1•6460et phew Soon I NTS !�7 " 23 111.11 PGT0002 02 PRODUCT REVISIID as complying with Um Hondo Building AcCode Acceptance No4_ ' J • i ErplwtIonDaro 209- a By s• Miami Dodo Product Control \\�: ONI.;.NISI// CENSF . 'P * No. 58705M! * , moi) ••. SATE f :•��� ��.t� '•.. PLOR10P•'• C2 . S�ONAL �? A. LYMILLER. P.E. P.E.M 68705 ONION PRESSURE AND ANCHORAGE- UN -REINFORCED- HEAW DUTY STILE - STANOARD ASTRAG4 > 1.350031J. Amp M96.00(067RAGHT6 COINBlASTRAOAL COMM R(0 M1011t10:44TEAI4 +350TY. R34 RANG. 168. >JAWANCIOR OT/. >PHJCKANp4OR QTY. 04.7116• LA1.T451®OLA68• (1/16" H0. /00P/ 1/10• H5J 045 - sir 15/.00,1113 GLASS. (1/4• 1411./ SOPI 1/4" H8.) 00.7/16• LAML441®LO.0 - (//16• TSP. IAR/ 3116• H0. / SOP/ 3/10• HS.) 005.7/16• LA1.114471ED LOU. • (IN• 78.51. /AR/ 1/16• H6 / 80PI3/1r H6.) NOM PANEL FRAME WIDTH SIDE 60 64 M 1 N 6 1 GLASS TYPE -AL . ABOVE 60.0 -00.0 000 -60.0 EE HAS C4+15 C4+15 C0+1 C4+1 C41+1 C6+2 GLASS TYPE ALL ABOVE 80.0 40.0 6 60.0 40.0 5 6 6 HAS C4,0+110410+1 C6+2 0441 GH C6+2 I 30 .H00 0 10 10 5 `L P -HOOK 6 6 6 5 5 6 1GUBS AL ABOVE 00.0 -000 80.0 404 I` QHAS 01 04+1 06+2 C4+1 04+1 C0+2 36 1 4+ JAMB 10 I 10 I 10 10 10 10 `L P•HCOK 6 6 6 6 6 5 1GLASS WOAL ABOVE 50.0 400 60 -60.0 `@g$ HAS C4+1 C4+1 06+2 C4+1 C4+1 C6+2 JAMB 10 10 10 10 10 10 IOLA937Yd-PL�ABOVE 60.0 40,0 5 80.0 -00 6 1 4a i I HAS 0441 JA618 10 10 I C PLASS - ALL P.*IOODKABOVE EOAi 602 0/0045 00AI 04+1106. 2 4+21 5+2 GLASS TYa� ALI ABOVEP-H00 50.064 MA -600C6 06 10 0 06005 4045 C6+210 10 /HAS C4+2 04+2 C5+2 C4+2104+210642 c 60 ) I JAMB 10 10 10 10 10 10 1 F -HOOK 6 6 6 6 6 0 07.7/W LAh94A1®MAW - (1/111•AM4. / 00P/ SNIP MR) 074-9/10' ANHAM)GLASS • (1N•A1.1./00P/ 1/4. MK) 00.7/16• LANHA1m LO.0 • (1/16' 08",51. /AR/ 1/10• AHL / 110P/ /116' AIR) OM • 7/10.14651411® LOU • (1/4.79",51. /All/ S/16• AML 190Pl//16'AM).) N h ,--'-,1111T HEIGHT 06 1 1M r R N 4 N 4 (•4 ci CI 600 -60.0 604 40.0 60.0 400 C4+1 C4+1C0+2 C4+1 C4+1 06+2 04+1 C4+1 C6+¢ 10 10 I 10 10 I 10 I 10 12 12 12 6 6 6 6 5 6 0 6 6 50.0 -604 80.0 -60.0 00.0 40.0 C4+1 104+1 I C8+2 C4+1104+1106+2 C4+1� C4+1 C6+2 10 10 10 10 10 10 12 12 12 5 5 5 6 6 5 6 6 6 804 -600 60.0 -80,0 60. 40.0 C4+1 04+1 06+2 04+1 G+1 C0+2 C4+1 04+1 C0+2 10 10 10 10 10 10 12 12 5 15 15 6 1 5) 6 8 I S 6 60A -60.0 60.0 40.66 60.0 40A 04+1 04+1 I 06+2 04+1 I 04+1I 06+2 C441 C4+1 C6+2 10 10 10 10 10 10 12 12 12 6 0 6 6 6 1 6 6 6 7 00.0 -60.0 60.0 40.0 60.0 40.0 04+1 04+1 C13+2 04+1 I 1 08+2 04+11 C4+11 C6+2 10 10 10 10 12 12 12 0 0 0 7 7 7 7 7 7 oo 66 10 10 00.0 40. 04+2 04+2 06+2 04+2 04+2 00+2 10 10 10 10 10 10 6 0 7 7 7 7 80.0 40.0 1,m 4.0 0 C4+21002105+0 `G,+, /1)04+2 C5+2 10 10 107 7 7 7 1I 10 10 7 I 0 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4" SILL 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 48.87 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2 1/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL 1S NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. ow J 10/11/11 NO CHANGE THIS SHEET r.n.0/.e 5rtl.xrx JR..n 01/22/14 02 ADDED GLAZING 7YPE8 07. 07A. 08 s 06470 TABLE 2. 11,1 6.IR Rrrvs �•••sA.G 0505n9 •0/51 alar N(W06r5 FL 34275 P.O. BQIX 1619 MO/QOMIA FL 61274 N 100 0 U 0, 4 N Anchor lyp.: 4) 4/4•111.00 L.TRAOON (POW/MY TAPOO# 2) •1N• BM CR'<I6lLIN 3) "5/10• LA.110L0o41 4) ",12 01193. WWI (06) • SEE ANCHORA0E14O700162 ON MEET 1. 114 120 ♦ n of f W 60.0 40.0 60.0 -60.0 60.0 -60.0 C4+1 C4+1 00+2 04+1 04+1 C0+2 04+1 C4+1 C0+2 12 12 12 12 12 12 12 12 12 6 6 6 6 0 0 6 6 6 80.0 -60.0 60.01 -80.0 80.0 -00.0 1215 04+1 C121 C4+1 11 621C122 CO21121 122 0 60.0 -60.0 00.0 40.0 00.0 -604 0401 CIM 06+2 C4+1 04+1 06+2 0441 C4+1 06+2 12 12 12 12 12 12 12 12 12 8 6 6 7 7 7 7 7 7 60.0 -60.0 804 40.0 80.0 -00.0 04+1 0441 08+2 0441 04+1 06+2 C4+1 04+1 05+2 12 I 12 12 12 1 12 I 12 12 I 12 12 7 7 7 7 7 5 0 56) 8 60.0 404 000 40.0 00.0 40. C4+11 04+1 00+2 C4+1104+1108+2 04411 C4+1 106+2 12 12 12 12 12 12 12 12 12 8 8 6 8 8 8 9 9 9 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH OEXAMPLE ON SHEET 10 TABLE 2A SLL HT. VS POS. OP SLL FOSE (+) DEMON MGM' LOAD FLUSH -1.1/2" MA LOW -2.1/2 4.4807P8F MD -3-1/4' +00.078F HIGH - 4" +80.0F6F SEENOTES 1-3 1 OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT -8.25" - OH LENGTH ` - OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 PD AND ANCHORAGE IES 77eLUMINUM SGDLMI soon 1 NTS 18 s 23 ` POT0002 172 PRODUCT RBV)SED ns complying whp Ila Florida Building Code -( AcceMance No y� � . Expiration Ditto i -_ Y. �r :drama @ de I'lo ucl cum --. ,1\11111111/1/. `\;0 arvry 4#11-,„�' •JGENSF '•.,'P * .1 No. 58705 - �0T .-' 4 '//rr11f1111` A. LYP08 NN MILER, P.E. 58705 pESIGN PRESSURE AND ANCHORAGE - UN•REINFORCED• HEAVY DUTY STILE- HEAVY DUTY ASTRAGAL TABLE3. > HEAD & SLL (HOS) 4TBRLOCK, STRAIGHT 8. CORNER ASTRAGAL CLUSTER R.US 9DERMLDIATE ANCHOR OTY. PER FANG. H & S. > JAMB ANCHOR QTY. >P HOOK ANCHOR QTY. 04 - 7/10" LAMNATED GLASS - (3/16' H.B. / SOP / 3/16" H.S.) Anchor Typos: GRA • 9116" LAMNAT® GLASS - We H.S. I SOP/ 1/4" HS.) 1) "1/4" 800 ULTRACON (FORMERLY TAFCON) 06-7/10"LAMNATEOLG.U.-(3/16' TEMP. /AR/3/16'H.8./SOP/ 3/18"HZ.) 2)'1/4"8S4CRETE-FLEX GSA - 7/16" LAMNATED LO.U. - (1/4' TRAP.1 AIR 13116' H.S. / SGP/ 3/18" HS.) 3) '5/16' ULTRACON 07-7/16'LAMNATE)GLASS -(3H0"ANN. / SOP/ 3/16'ANN.) 4) 1112 STEEL SCREW (05) OM - 9/16' LAMP/ATM GLASS - (1/4" ANN. 1 SOP/ 1/4' ANN.) ' SEEANCHORAOE NOTES 1 & 2 ON SHEET 1. O6 - 7/16' LAMNATED LO.0. - (3/16' TEMP. I AR 13/10' ANN. / 301' / 3/16" ANN.) 08A - 7/16" LAMNATW t0.U. - (1/4" TEAK. / AIR / 3/16' ANN./ 80P / 3/16' ANN.) UN IT H EIGHT 80 64 90 AO NOM. PANEL FRAME fl f5 § 1 N C) Y N ' V tV ' Q t.1 ' f tV GLASS TYPE- AL . ABOVE 90.6 -90.0 90.0 -90.0 90.6 -90.0 24 i JAMB P HMBK 0102 (0102 0102 06+21 I C6+20102 0102 0102 I 102 GLASS TYP - AL ABOVE 90.0 -90.0 90.0 -90.0 90.0 -90.0 30 I t P HMB C8+ I 80Ce+2 602 802 06.2 602 602 C 802 C 702 GLASS TYPE- AL ABOVE 90.0 -80.0 90.0 -90.0 90.0 -90.0 38 ; P AMB 802 I 802 0102 0102 10102 C6+2 C1 2 0102 I 102 GLASS TYPE -AL ABOVE 90.0 -90A 90.0 -90.0 90.0 -90.0 42 I c 145 u PJAMB 01021 C6+2 0102 0102 I C87 7 +2 I 802 C1 2 C8+2 I C8+2 GLASS TYPE - AL I ABOVE 90.0 -90.0 90.0 -90.0)I 90.0 -90.0 48 2 I t JAMB t (P -HOOK 0102 1 107 7 C8 2 102 1 802 C8+2 C8+2 C8+2 1010 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 48.87 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 80,0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2", 31/4", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR'S PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 1"17. u.70//1HT N"r m. JR 01/23//14 C2 MW np PIK ftlAl t SMG 86810 NO CHANGE THIS SHEET QEDNLACV O/y5' 0!,WDA,(00OSAIuIAbLZY. MAIM II Min 90.0 -90.0 06+2 C8+2 I 08+2 10 10 10 6 8 6 90.0 -90.0 C8+2 C8+2 I C8+2 10 10 10 7 7 7 90.0 -90.0 C8+2 C6+2 1 C8+2 10 10 10 8 8 8 90.0 -90.0 C8+2 C6+2 C6+2 10 10 10 9 9 9 S ENO A C8+2 I C8+2 ( C8+2 10 10 10 10 10 10 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES, EXT. 90' OUTSIDE CORNER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' NOTE A: +1- 90.0 PSF FOR GLASS TYPES 4, 4A, 8, 8A, 7A, 8 & BA; +1-87.1 FOR GLASS TYPE 7. TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGI4 HEIGHT' LOAD FLUSH - 1-1/2' WA LOW - 2-1/2" + 46.67 PSF MED - 3-1/4 +80.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 10701EcHM0LOOYDRIVE NOKOMIS, F1.34278 RR BQM 1620 NOKOMIS, FL 34274 90' INSIDE CORNER OH HEIGHT OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 DP AND ANCHORAGE EES 77p ALUMINUM SGD - 1M1 800710 I NTS I 9 + 23 P370002 lam 1C2 PRODUCT REVISED as complying ‘$ith 0t* +lo.ida Building Cod* �}�• Rxp1,sau*No �T•/� ,, 6z titi*nDet* Byr Dilor ,, MiemTDade Product Canrol ..ttunlllt,,� LYNN ,y///� * N0.58705 Pt OR10t/A0',N' A. LYNN ��R P.E. P.E.O 65705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4' ELCO SS4 CRETE -FLEX 3) 5/18" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9: HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90' CORNER ON SHT. 11-12. JAMBS & P -HOOKS8' MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL" ARE 8" MAX - INTERL- OCKy ASTRAGAL THOSE AT THE HEAD AND SILL 3'5" CENTERLINE SEE CLUS SER DET., SHT. 11 CENTERLINE - 8" MAX. 8" MAX I BETWEEN CLUSTERS OR THOSE / J %tof TYP I BETWEEN A CLUSTER AND A • i0 \ / o o FRAME JAMB OR P -HOOK. 2.04" 4.061" i 4.051"i 1 1 s of •o Vt o I of 3.6' —*-•1 1CS 3.5" --��II - 24' MAX. O.C. 3.5" I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN = (141ANCHORS TOTAL TYP.(3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR INTERIOR SEE CLUSTER 7- DETAILS, SHT. 11 T— •' s 3.5" TYP. 24' � i 7 INTERLOCK MAX. CENTERLINE O.C.cx- -0 1• 3.5" TYP. o ^�' L'...... o k.1/ 1 1 of EXTERIOR SEE CLUSTER DETAILS, SHT. 12 www o.tx J.J. 10111/11 C NO CHANGE THIS SHEET "mow: w,w,c o tw• >a 100TECHNOLOGY ORNE JR 01/23/14 C2 NO CHANGES TO THOS SHEET NOKOMIS. FL 81276 wwwyc ox= wwrw,x (7) P -HOOK - ANCHORS C4+2 & CORNERS = (201 ANCHORS TOTAL AT HEAD AND AT SILL 2 C4 2 C4 2 C4 tiTs , t ' z Ix x x XX x XX e• max. •'--1 xz x x w x x x • 10' MAX. SEE NOTE I • _ BELOW --"••••...• • 14• L-• OC • • 3"IMAX. = FRAME ANCHORS • = P -HOOK ANCHORS 2 SEE TYP. JAMB CLUSTER DETAIL BELOW 21" x • 3' MAX. • 10• MAX. 8" MAX. • x x x 8" MAX. x z zzx x x x I x z z x 24" MAX. O.C. t 8' MAX., TYP. I F gp" CORNER (10) ANCHORS PER JAMB - (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE o ro SEE CLUSTER DETAILS, SHT. 11 —� 8" MAX. 0 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM NN ON SHEET 15 FQR P -HOOK AMCF(QI2S S R31 DOC P.O. BQX 1529 NOK00.9S, FL 34274 3.5"i\ , _ 1 —o- I--•—• 2.04" TYPICAL JAMB CLUSTER FOR DETAIL% M.N.0.P.0&R 4.051' MIN. O.C. ANCHORAGE SPACING & EXAMPLE PLANS SE▪ RIES 770 ALUMINUM SGD - LMI Vogt 800770 I NTS 110 r 23 16.44NnPOT0002 PRODUCT RliVISBD as complying with dm Florida Buildingpta Code .1 „3 1 Acceptance No 4 � ExphNlonDelo sJ�l S ,Z0 :.Lail Dade Product Control llIIInti,, �y 41/(( "'//i �'Z�•••.GE.NS4 *••'Q 3/0. 58705 * is IA S A /?A1&:4 111000 A. LYNN MILLER. P.E. P,E.# 68706 INT. ASTRAGAL OR INTERLOCK CENTERLINE INT. ASTRAGAL OR r --INTERLOCK CENTERLINE INT. 3.5 —�- \`J. 3.5 4.051 1.75 / N 2.040 3.6 Jf 2 -TRACK ASTRA 3AL / INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK CENTERLINE V 5.389 r 3.5 0 '. $ INT. 4.072 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK-- CENTERLINE INT. 3.5 2.040 4.051 -1 7 2 -TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 ASI RAGALOR INTERLOCK CENTERLINE r_ 3.6 INT. ASTRAGAL OR INTERLOCK CENTERLINE • 7 4.051 2.040 • 0-7 2 -TRACK. ASTRA 3AL / INTERLOCK ANCHOR CLUSTER - C8 ASTRAGAL OR INTERLOCK—� CENTERLINE INT. r__ 7 - 3.6 o �y b 2.040 / 4.049 1 i---7"‹.. � 4.072 r--1- 1 t + / 2.04 o \‘. i". u u ‘-- 4.049 i t 3 -TRACK. ASTRA 3AL / INTERLOCK 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 ANCHOR CLUSTER - C5 ASTRAGAL OR INTERLOCK.-- CENTERLINE NTERLOCK--CENTERLINE INT. ASTRAGAL OR INTERLOCK CENTERLINE INT. -� 1.75 3.5 3.53.5 _ 6 \V4Y 1 .048 / \ 2.040 y 2.040 _4.046 �1 2.040 - . 6.368 } 14.11/l/ , 0 0 17 \a i0 G 4.051• 4 -TRACK. ASTRAGAL/INTERLOCK 4 -TRACK. ASTRAGAL/INTERLOCK, 4 -TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 Prw4A: War Mara. J.J. 10/11/11 C rococo- ow.: tawm. JR 01123/14 C2 raffle.r PM rnrmr NO CHANGE THIS SHEET NO CHANGES TO TH18 SHEET .roropt icor: wrs�e!/� air SMC 08/75/09 I 1070 7ECiWOLOOYORME NOKOMIS, FL 64276 P.Q BQX 1679 NOKOMI , FL 34274 ANCHOR CLUSTER - C6 ANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI rrwwt 60D770 IteeNTS I 11 + 29 awPGT0002 02 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. PRODUCT REVISED os complying the Florida Dcilding Code A t pitetk�yi ccepleuncRo, £ lime ( 2,r 429. /A. MicroWadoPtoduciConhol " .`\\It11111/1//. 1�.•''�,\GENS'' ••• `17' * No.58705 =13 SATE �'';SS/ONAM- ' //llltltrr\` A. LYNN MLLER. P.E. P.E.6 68705 2.04 EXT. 3.889 v / INT. 2 -TRACK 9 N$I(iEG`ORNEI SIM(OPPCSREI, ANCHOR CLUSTER - C4 //\3889 889 • 6XT. 3 -RACK 90 OUTSIDE 3 TRAC* INSIDE COR �$ ANCHOR CLQ ` Rg.MIRED AT ALL 3 -TRA ERS I-•— 3.5 • • CR IOPPZISITEI n..1 "fawn C NO CHANGE THIS SHEET RewY wax nwYnc JR 01/23/14 C2 NO CHANGES TO THIS SHEET 11,DOW WNW p SM?0 519 ammo* Low 1070 TECHNOLOGY ORM NOKOWa FL 34278 P.O. 8QX 1322 NOKOMIS. FL 34274 INT. \• o o.71 I•_- 3.5 Y 3.889 2.04 EXT. 2 -TRACK. 90' INSIDE CORNER SHOWN, 2 -TRACK. 90' OUTSIDE CORNER SIMILAR IOPPOSITEI ANCHOR CLUSTER - C8 USED FOR C6 AND CB INT. o A • \ • r- 3.5 I.11.1 LI I.I L EXT. 2.04 4 -TRACK. 90* OUTSIDE CORNER SIMILAR (OPPOSITE C-8 ANCHOR CLUSicg EQUIRED AT ALL 4 -TRACK CORNERS A_ CHORAGE, EXAMPLE CLUSTERS 1 SERIES 770 ALUMINUM SGD - LMI a,wMx. 800770 I rNTS I 12 + 23 PGTV002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. PRODUCT REVISED ,, complying with Oro Flet idu Building Code - Acceptance No ..jj Expiration Dale 27 By c � r. 12.,......,,,WanlgDadaV'oduviConirol , `\�Il11vn I r r7. NYWW * No. 58705 SS ",SSIONA�- ' 7 jrlll IIIc`` A. LYNN MILLER, P.E. P.E.2 68705 1" MIN. C.D. TYP. EXT. L MAX.1/4" I I SHIM 2 1/18" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3 SHT. 1 1" MIN. E.D.TYP. 1 EXT. 3/8" MIN. , - MAX. SHIM 1/4"AX. I I SHIM —WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A,2 -TRACK FRAME HEAD DETAIL B. 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION SEE ANCHOR NOTE 5 Siff. 1 (1/4" MAX.) EXT. F 2 1/16' 0.0., TYP. TYP. DETAIL E2*-TttACK FPV•44E SILL w0456 INSTALLATION EXT 1/4" MAX. SHIM SEE CHART, SHT. 1 2 1/16" O.C. ONCRETE SEE CHART, SW. 1 2 1/16' 0.C. TYP 'ft1P.:,11N c-/ 114 4" AX. IMEXT ONCRETE ANCHOR TYP., SE DETAIL C. 2 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, MIN E.D., SEE ANCHOR NOTE 5 S (1/4" SEE ANCH NOTE 5 (1/4" 3/8" MIN. I 2x WOOD BUCK TYP.. SEE ANCHOR NOTE 3, SHT. 1 21116" O.C., TYP. SEE ANCHOR NOTE 5 S HOR NOTE 1, SHT. 1 SEE CHART SHT. 1 — DETAIL D 3 -TRACK FRAME HE 1X WOOD BUCK TYP., SEE ANCHOR 14016 3, SHT. 1 21/16" E.D., O.C., TYP. TYP. DETAIL F. 3 -TRACK FRAME SILL WOOD INSTALLATION ••••.- • 4.: -.4 2 1/18" 0.C., TYP. DETAIL H. 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 CONCRETE EE CHART SHT. 1 - SEE CHART, SHT. 1 • SEE CHART SHT. 1 EXT. Lir CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1. SHT. 1 DETAIL J. 4 -TRACK FRAME HEAD CONCRETE INSTALLATION AMOI:Kr, '1111.00Mi J.J. 10/11/11 C NO CHANGE THIS SHEET anw MAIM JR 01/22/14 02 NO CHANGES 70 7818 SHEET wanly PAK WNW -Or SMC Oft goseitali* or& 08/05/00 3/8" MIN. SEE CI -IA DETAIL G. 2-TRACI FRAME SILL CONCRETE INSTALLATION 2 1/16" 0.0., TYP. 1" MIN E.D., TYP. 1 318" MIN. EXT. WOOD ANCHOR TYR, SEE ANCHOR NOTE 2, SHT. 1 DETAIL 1,4 -TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 — $EE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 EXT. 11070 TECHNOLOGY DRIVE NOKOMIS, 71.34270 P.O. SQX 1520 NOKOMIS. a S4774 2 1 /18" 0.C., TYP. ly:" MIN E.D., DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION 1 3/8- " MIN. Lt ANCHORAGE DETAILS I ETES 77t,,°A. ALUMINUM SGD - LMI 1 800770 , NTS 13 • 23 rN.POT0002 02 PRODUCT REVISED as complying eo.7pIyin8lb the Merida Building Code AccepUince No 141Billog oft, y. Mioml Dodo halm' Conhol 0,01.11111,/,,, • • :• ** * * $o.5870 Ott3-1(111 s osc '„`,• 46,,s,• • .f.!•91.1.`. ••04 '1/„SJO ‘‘‘ '11111111 A. LYNN MILLER. P.E. P1995105 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 2 1/1 8" O.C.. TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) 1 EXT. NCRETE 1/4' MAX. SHIM SEE CHART EXT. II I SHT. 1 SEE CHART, SHT 1 DETAIL 1,l 4 -TRACK FRAME SILL CONCRETE INSTALLATION 1 3/8" MIN. "^1 — 1" MIN. 1/4" MAX. SHIM -1 EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/16" O.C., TYP. 114" MAX. SHIM -' EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3. SHT. 1 DETAIL M0.4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN— BETWEEN P -HOOK INSTALLATION ANCHORS a SEE CHART SHT. 1 1/4" MAX SHIM ;S: SEE CHART 'x. • SHT.1 2 1118', O.C., CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR I NOTE 1, 1 SHT.1 1" MIN. 2 1/18" 1 DETAIL O 4 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION 1 3/8" MIN.—..--I� —+j •••--1- 1/4" MAX. SHIM EXT. I DETAIL NO -TRACK FRAME JAMB W01)D INSTALLATION WOOD FRAMING 1 3/8" MIN. 1"MIN. 2.893" MIN. EXT. DETAIL S. P -HOOK WOOD INSTALLATION I4n4M ONr �wrwee J.J. 10111111 C NO CHANGE THIS SHEET wT31� w„e tiar.c .AR 01/23/14 02 NO CHANGES TO 17118 SHEET ewveer mfr sotear SMC /R,D&69 trr,wey Oar WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/18" O.C.. TYP. DETAIL Q. 3 -TRACK FRAME JAMB WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1" MIN. f ASONRY 1/4" MAX. SH1 CONCRE ANC 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL P,2 -TRACK FRAME JAMB CONCRETE INSTALLATION 3.5" TYPICAL JAh1,Q jil R OR DETAILS. SEE CHART SHT. 1 DETAIL ; ; CK FFtAMZda B CO R RSTALTAT1 SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS CONCRETE MASONRY (GROUTED BLOCK ONLY) 10707EGINOL00YdWE N OI47S. FL 34275 P.O. BQX 1529 NOKOMIS, PL 34274 - - 2.893" MIN. DETAIL T, P -HOOK CONCRETE INSTALLATION ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI ,... 800770 Ie„yeNen,.e M TS 114 • 23 IpwlrPGT0002 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, C2 'RODUCT REI ';Fn complying NIR: ,he Florian 3unding Codc AI.. ,�'} { f'ey 3ccep4wco No ' 2 7p4rolon,Dhter i 1.6 MIO Pro a al nd � . ��`�O •' pENSF * 140.58705 •it • .. FLORRi? • &.: �i';`S,S/ONAL \ A. LYNN MILLER. P.E. P.ED 58705 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. 1" MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1 3/4" MIN. 1 WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893" MIN. DETAIL MM P-HOO�f Fp RISER WOOD INSTALLATION fi, - :::: r --- , r1 :I. B t� 1 PANEL : PANEL rPANEL PANEL IB III TYPE t TYPE TYPE ' TYPE ni 1 , iii 'A' i 'QS' 1 ,K, 111 1 1 111 1 1 iii ' + iii i 1 i t i t i SEE I1 " t iiI 1 of NOTE —• iii 1 I 3, SHT. iii r i 15 ,.. ; DETAIL 'CC, SHT. 19 DETAIL 'BB', SHT. 19 QOETAIL'FP, SHT. 19, DETAIL 'EE', SHT. 19, ANCHORAGE DETAIL 'N' & 'P, SHT. 14 ANCHORAGE DETAILS 'N' &'P', SHT. 14 SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 EXAMPLE PANEL TYPE 'D' PANEL TYPE MAX. / 1 I HT. SEE SEE - DP NOTE TABLES 3 14> a NOTES: 1 SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.26" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' y & IC', SHT. 13 PANEL 1A TYPE 'K' 1 DETAL 'V', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SH� DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E. OXXX (2 TRACK) &'G', SHT. 13 DETAIL 'CC', SHT. 19 DETAIL 'DO', SMT. 19, ANCHORAGE DETAILS 'Q' &'R', SHT. 14 r - MAX. HT. SEE DP TABLES PANEL TYPE 'R' 1 PANEL TYPE 'L' DETAIL 'BB', SHT. 19 DETAIL 'M', SHT. 19, ANCHORAGE DETAILS 'S' & T, SWT. 14, 'MM' & 'NN', SHT. 15 1 SEE 1' NOTE - DETAIL 'X', SHT. 18, ANCHORAGE DETAILS 'B' & 'D', SHT. 13 r - PANEL PANEL TYPE TYPE 'M' 'F' 1 1 POCKET UNDER SEPARATE APPROVAL 3 __ O a X a OXXXp (3 TRACK RIGHT POCKET) DETAIL W, SHT. 18,-* EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 &Imaft J.J 10/11/11 Komi 110 met JR 01/23/14 'avow ort C NO CHANGE THIS SHEET C2 NO CHANGES TO THIS SHEET AMARA AA. raeeae* U"YI SMC 00/05V9 Rat AI in T-,- • PANEL TYPE PANEL TYPE 11 MAX. HT. SEE DP SEE 1 TABLES NOTE -^- 3 E XX -90° CORNER -XX (2 TRACK ANCHOORAGE AIL DETaILS�E' 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 1070 TECHNOLOGY DANE NOKOMIS, PL 34276 P.O.6(8r 1520 NOKOMIS, R. 34274 DETAIL 'BB', SHT. 19 DETAIL 'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'O', SHT, 14 r PANEL PANEL PANEL TYPE TYPE TYPE 'M' 'P 'F' 1 E> E> DETAIL 'Z', SHT.18, ANCHORAGE DETAILS 'I' &'J', SHT. 13 PANEL TYPE 'IC MAX. HT. SEE DP SEE '.' TABLES r� NOTE - C? a3 X X DETAIL 'Y', SHT. 18,-' ANCHORAGE DETAILS 'K' SHT. 13 &'L', SHT. 14 XXXX (4 TRACK BY-PASS) EXAMPLE EXAMPLE ELEVATIONS VOA SERIES 770 ALUMINUM SGD - LMI 6.1=W°! sale I NR pm* WA 840770 I NTS 16 • 23 PGT0002 ETAIL'EE', SHT. 19, '-✓ ANCHORAGE DETAILS 'N' & 'P', SHT. 14 7DETAIL'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A s PRODUCT I EVISED es complying with the Florida Building Code Acceptance No E/ pirolbn Delo 13y ___lJ Wool Dade Pro ucd I Conttef .,1\11 I1111!,,,_ 4�,•• ��GEN5 , •, ` * 110.58705 od►� mow; /'�'� •'•. ;5 45;- A�- '1IIIII111`` MILLER, P.E. C2 PEP 58705 PANEL LETTER IP R T IBOKOUry T NOXI S S L IBOKoup LR N IDQROuT) C B F E K I(sGca/q I(BtiXMy A D (BOXOUIT SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL OUT ASTRAGAL M4 FIXED LOCKSTTLE FIXED LOCKSTILE .L.0 SINGLE INTERLOCK ASTRAGAL OUT ASTRAGAL IN BINDLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK A'I'L ASTRAGAL OUT Cl ASTRAGAL [1 IN y SINGLE INTERLOCK LOCKSTILE LOCKSTILE RIMPICAN J.J. 1X111/11 C NO CHANGE THIS SHEET Rwwge oar lenwr JR 01/23/14 C2 NO CHANGES TO THIS SHEET MOM, PM IOnhbrr• 0rrr7 lnO • ChM:4W 4k SMC 081V9 RN j 1. XED LOCKSTILE LL SINGLE INTERLOCK LLL. FIXED LOCKSTILE FOXED LL_L, , LOCKSTILE 9 ASTRAGAL OUT ASTRAGAL ASTRAGAL ouT SINGLE "•G INTERLOCK BINDLE INTERLOCK ASTRAGAL IN SINGLE INTERLOCK SINGLE INTERLOCK Ligg SINGLE INTERLOCK LOCKSTILE LOCKSTILE LOCKSTILE LOCKSTILE u. -,b SINGLE INTERLOCK LA_ jr1 ASTRAGAL OUT 1 PANEL LETTER BOX edJ M CS SC QS SQ AS SA CI IC CF FC PP RR 1070TECHNOLOGY DRIVE NOKOMIS. a S4278 P.O. BOX 1875 NOKOMIS FL 34274 Q NOTE: pj LOCICSTILE ,yy ABS 1. SEE DP TABLES FOR IN PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. LOCKSTILE „Lia INTERLOCK INTER DaX CORNER p..1,-15 RECEIVER 1 21 INTERLOCK SINGLEILL, J.( CORNER INTERLOCK L RECEIVER CORNER P SINGLE 4 INTERIOR LOCKSTILE tjlaINTERLOCK (ALL PANEL TYPES) SINGLE %0, EXTERIOR INTERLOCK �j CORNER CORNER qT�'tYv' -cL' INTERLOCK RECEIVER I IIVTERLOCK SINGLECORNER ^^��''%% .ti RECEIVER L`CC311111. tt" INTERLOCK SINGLE ill CORNER LOCKSTILE FIXED 14-6 LOCKSTS.E CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER J��+ FIXED U.3-1LOCKSTILE SINGLE INTERLOCK FIXED LOCKSTILE _•y CORNER �+"� RECEIVER LL= FIXED LOCKSTILE BINDLE L41 INTERLOCK I PANEL TYPES SERIES 770 ALUMINUM SGD - LMI I 8X70770 I NTS 117 w 23 I POT0002 C2 7'RODUCI'REVISED m canptying wilit dw Hull&u Ac pI.i 7$ C de ced'1.4 _ 3 � 10 AcceptNoance Erpiretlon Dote QZ/M_19 5.4; Ey i Mianl De 0 Produce Cmlrol „, 111 11 I , . ```\�\co LYNN 41//; "//,i 17/11/5;:t. o.58705 -�O. TAT1 OF1 1144:0,.'PLORIOP•'' c\� A. LYNN I14ILLER P.E. P.E.S 58705 SILL RISERS OPTIONS 1.6eT EXT :17 EXT. EXT. 1 4.066' J FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER FLUSH FLAT SILL RISER EXT. -z+_z DETAIL V FIXED PANEL FIXED PANEL SHOWN SHOWN L.1 „ LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER EXT. DETAIL X DETAIL IJ r 1011/11 c NO CHANGE THIS SHEET w../ OWN wnwws JR 01/2314 C2 NO CHANGES TO THIS SHEET Yem41K Ds* YbY14m1 SMC 08105/IVA 09 41 OMR EXT. Y EXT. FIXED PANEL - 22 OR 73) rill 1R' I II :l:!: O.'1 j : DETAIL W 1 1070 TECHNOLOGY DRIVE NWWMM FL 34270 P.O. BQX 1620 NOKOMIS FL 34274 EXT. ;_u it fii %11i m DETAIL. T $2° 72 OR 73 aEXTERIOR INTERIOR (ALL VERT. SECTIONS) 11' DETAIL LC SCREEN AT HEAD DETAIL •Y VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LM1 I saw° i NTS ON 118 23 I "'" PGT0002 c2 DETAIL 'MM' SCREEN AT SILL 'RODUCT REVISED IS complying willl Ole Florida Building Code . .acccomonco No •. v11wil OwbProdurl Control `\\. `� 1 LYNNMi1(��i.. * : so. 50705 - tlt ST TE A. LYNl1YMLLER la:�. P.E.Y 68705 J.J. www JR RIM IX DETAIL' CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 'EE' DETAIL' DD' (FIXED PANEL) INTERIOR (ALL HORIZ. SECTIONS) (v� - EXTERIOR DETAIL 'FF' (FIXED PANEL) `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE 10'11/11 C NO CHANGE THIS SHEET oarr 01/23/14 02 NO CHANGES TO THIS SHEET ow: swam vo s:few IP Chodetwury sm: {WO 7EOIWOLOOYORME NOKO IIS FL 61276 P.O. BQX 1626 NOKOMIS, FI.34274 DETAIL 'HH' DETAIL NN' SCREEN ATJ B DETAIL 'W. (FIXED PANEL HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD - L MI sowT7o[ NTS ( 19 23 PGT0002 DETAIL'A' 1RODUCTRL s complying wrida tending Code _ Mem:nano No /22JJ 1,2 inplaiNwDam "1/40 MudDi PloductClontrol - `\1\1111111, w( (Li;1n 41 h •' 14o.68705 .Off'•. ^ TEOP , •. ",,'5'IONAV- E ��//III Ilt11t, A. LYNN MILLER. P.E. P.E6 58705 EXTERIOR INTERIOR DETAIL 'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) Mori mnoseirx JR tee- ial 11/11 mor 0/11/11 NO CHANGE THIS SHEET 01/23/14 C2 NO CHANGES TO THIS SHEET 6.lr IYwene - --- �"^� l� anikdd one SMC 0 5V9 RA 1.11 NC4,02 AX PL 31275 P.O. BOX 1619 NOXONBB, fL 34274 61 'RODUCTREVISED u complying with the Plaids 3unding Codc %cceptors No '.xplroi1onLNm — iy digm{tindo Product Control' ,lllllll/�.. M (90° INSIDE CORNER, 2 TRACK SHOWN) No.58705 r!ll ll�` A. LYM(M.�IiLER. P.E. DETAIL 'KK' HORIZONTAL SECTION DETAILS. CORNERS SERIES 770 ALUMINUM SGD - LMI s.a.r.se �.re r,..e w,r�u Ime 8°0770 I NTS 20 a 23 I POT0002 I C2 P.E.S 68705 !ITEM POTDrr9 N POT. N Denc4plIon 1 17308 017330 2•TRACK HEAD 2 17303 817303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 817309 3 -TRACK HEAD 4 17312 817312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 617317 FRAME HEAD/JAMB ANION 7 17304 617304 2 -TRACK SILL 8 17301 817301 2•TRACK SILL vim SCREEN RAIL 9 17307 817307 3 -TRACK SILL 10 17310 617310 4•TRACK SILL 11 17313 617313 FRAME SILL TRACKINSERT 12 17315 817315 FRAME SILL SCREEN ACO -ON 13 17318 617316 FRAME SILL SCREEN END ACO -ON 14 17305 817305 2•TRACK JAMB 115 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL I 10 17308 617308 3•TRACK AAMB 1 17 17311 817311 4 -TRACK JAMB I 18 17322 617322 SILL RISER -0 I 19 17319 817319 SILL RISER • 0 HOLLOW 20 17321 817321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17365 617355 MI RISER - MED FLAT 23 17354 817354 SILL RISER • MED HOLLOW 24 17320 817320 SILL RISER • MOH HOLLOW 25 17323 817323 SILL RISER • HIGH RAT 26 17333 817333 POCKET DOOR P•NOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 817335 PIIOOK COVER 30 17348 617348 POCKET DOOR P -HOOK FOR BOXRISER OPTIONAL PARTS 7407 SHOWN IN PAWING) 40 4319 812258 SCREEN 597E RAIL • LOCKSTILE 41 7LOCKWOSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 48 4318 812257 SCREEN BOTTOM MIL 47 668 7SRAZ STANDARD ROLLER 48 666 7SRAAX STANDARD ROLLER • ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 017349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 81892 SCREEN SPLINE - .165 52 1094 61894 SCREEN SPUNE - .150 53 01618C20 SCREEN CLOTH 54 1725 Il? x 4 x 1110 SRTWO BLOCK 55 1728 1" X 4 X1/18" SITRNO BLOCK 202 203 204 205 GLASS GLASS GLASS GLASS 7/18 LAMINATED HT -HT PVB 9/16 LAMINATED HT -HT PVB 7/18 LAMINATED HT -HT SOP 9/16 LAMINATED NT -HT SOP NOTE: ALL ALUMINUM = 6063-T6 J. 10/11/11 ranr,.(F war .47 01/23/14 r«sIv Doc Rn.6rr Mwegonie 02 NO CHANGE 71118 SHEET ADDED GLASS. PARTS 214 -217 asw: Moir Ohodigligri arc SMC 08/0609 EM ITEM 60 81 82 03 64 65 67 ea ee 70 71 72 73 74 75 70 77 78 79 80 81 82 83 100 101 102 103 104 105 108 107 106 109 110 111 112 113 114 115 118 117 118 119 120 210 211 212 213 214 215 210 217 POT Dnp 9. POT. N 17325 617325 17326 617328 Doscdµian PANEL STILE PANEL STILE WAVY OUTY) 17327 617327 INTERLOCK ADAPTOR 1225 61P248 VINYL BULB WSTP. • INN (INSIDE INTERLOCK) 1729 71729 SILL ENO WEATHERSTRIP PAO 17328 617328 INTERLOCK SCREW COVER 17329 817329 ASTRAGAL 17339 817339 HEAVY DUTY ASTRAGAL 17324 617324 TOP & BOTTOM RAIL 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 1895 71895 1 112' X 1' X34" HIGH FIN SEAL DUST PWOS 8153 76153X TANOEM ST. BTL ROLLER ASSY. 8153 781534 TANDEM NYLON ROLLER ASSY. SILICONE DOW 899 OR 995 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 71032XIFPFX 910-32 X1" FL. SS SCREW W/ TYPE "F" TP 7103239 10-32 STEEL DNC U•NUT 17358 817358 3116 8.114 OGEE BEAD HORIZONTAL 17357 17359 17360 1224 617357 617359 617380 61P247K IGTAPE 1" 10 BEAD HORIZONTAL 7116 BEAD HORIZONTAL 9118 BEAD HORIZONTAL VINYL BULB WEA1HERSTRIP 112-X V16' SINGLE SIDE ADHESIVE TAPE FORM BEAD 8052 48052 ROLLER ADJ. HOLE PLUG 72087 .NMB BUMPER 1096 71096 DUST PILO 6188 76186X P KEEPER 853 7SOKEEP SCREEN LOCK KEEPER 17344 017344 FOEO PANEL CUP - 8" LONG 17352 617352 EXTERIOR RXED PANEL RETAINER 1739 71739 HANDLE KIT - INTERIOR RAISED WI1H THUMB TURN 1740 71740 HANDLE KIT • RAISED EXTERIOR HANDLE 1731 78162SN HANDLE KIT • RECESSED INTERIOR WITH THUMB TURN 1732 78178 HANDLE KIT • RECESSED EXTERIOR PULL 71OXI4PPSDAX 010 X3/4' PH. PN. TEK S.S.- 1235 07810 WSTP, .270 X.170 • RN SEAL 1712 64066 .187 X.233 FINSEAL 710X115PPX 010X1112" 71O37PT 010X1' 17336 17337 17338 1070 TECHNOLOGY ORME N KOMIS, FL 51275 p.a 8QX 15220 NOKOMIS, FL 54274 720XIX 720X112X 817330 617337 6117338 GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS 414.21 X 1' ST. 871. N14.20 X1.5" ST. STL. CORNER RECEIVER OUTSIDE CORNER ASTRAGAL INSIDE CORNER ASTRAGAL LAMINATED 10 316T • 7/16 LAMINATED HT -HT PVB LAMINATED 10 V4T - 7118 LAMINATED HT -HT PVB LAMINATED 10 31167 - 7/16 LAMINATED HT -HT SOP LAMNATEO 10 1147.7116 LAMINATEDI-17•717 SOP 7/18 IAMINATEO ANN -ANN SOP 9'16 LAMINATED ANN -ANN SOP LAMINATED 10 3'167- 7118 LAMINATEDANN.MN SOP LAMINATED l0 1147.7116 LAMINATED ANN ANN SOP I PARTS LIST 1 SERIES 770 ALUMINUM SGD - LMI 800770 I NTS 121 d 23 I P070002 C2 PRODUCT REVISED r> complying wish the Honda Building Coda ////(((( ^ A Acceptance pkoupate 1 3 j Papirodal pate / O 25 3y 411011 Dads Product Control ' , \11111 11Illi, p... ..... i `•\• N�•.• �1GENSF '-. ,• • No. 58705 S ATE47 •.��` rs/ONA� 1 ` A. LYNN MILLER, P.E. P.E.4 68705 r - j 0.326" 0.062" 0.062' 0.718" 0.284' -11.050' 0.050'-�{I� o.779" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (65) MAIL: 6063-T6 (5) MAT'L: 6063-T6 (78) MATL: 6063-T6 0.233" 0.062" - P -HOOK SCREW COVER (20) MATL: 6063-T6 3.802" 0.752' 1.183" 0.674" t rr, 0.075' P -HOOK (26) MATT.: 8063-T6 f 0.750" o.oer --- -- JR RIM gc U 0.062" 3.802" I" f1 0.080" J P -HOOK FOR BOX RISER (30) MATL: 6063-T6 4.125" 0.062" i 3.25" TOP/BOTTOM BOTTOM RAIL (69) MAIL 6063-T6 1 SILL TRACK (11) MAT'L: 6063-T6 3.979" ,.050• i J0.289' 0.050"- 1.003" 0.757' 0.060' -•-- 0.550` GLAZI119 BEAD (I.O.) FIXED PANEL CLIP FIXED PANEL RETAINER. (79) MATL: 6063-T6 (105)MATL: 6063-T6 (106) MATL:6063-T6 r 1.080. n -T 0.709. 1.162" 0.885" f _ 0.075" 0.125 1.304` 0.750" 0.062" -- 4.055" 3.305" HIGH BOX SILL RISER (24) MATT.: 6083-T6 MEDIUM BOX SILL RISER (23) MAIL: 6063-T6 10/11/11 C NO CHANGE THIS SHEET a2" xwrw: 01!23/14 C2 NO CHANGES TO THIS SHEET POW nrrmr awnrx,DAK tTlrrOrp are SMC 00669 RM G 0.062" 1.645' STANDARD ASTRAGAL (67) MATL: 6063-T6 0.082" 1.872" 3.126" STANDARD STILE (60) MATL 6063-T6 -V- o.232" j( 1.019" 1.467" 1.6" 11 t 3.979" 1 �L _ 0.075" 0.281" -_I HEAVY DUTY ASTRAGAL (68) MATL: 6063-T6 4" SCREEN STILET (40) MATL: 6063-T6 0.062" 0 760• FLUSH FLAT SILL RISER (18) MATL: 6063-T6 0.232" �--�-- 0.908" 2.555' 0.062" Ir 1.567" 1 1.6" 1+ 3.125" HEAVY DUTY STILE (61) MATL: 6063-T6 0.232" 3.205" G 2.455' U 1.645" a 0.062" 1.888" 1.739" INTERLOCK (62) MAIL: 6063-T6 2.304" IL 0.796' 0.082" P -HOOK MOUNTING ADAPTOR (28) MATL: 6063-T6 0.232" 3.955" PRODUCT REVISED or complying will' rho Florida Building Code .f 2 _ /i •2" L�3 . JM✓ Acceptance No `LT!7'���fl'!j7 Expiretonuek 01.6 Miami Dodo Product Control .,0trU11111/r,. *• * :- 0.062" 0.062" -.- 1 0.062" ---"^ 0.062' _ _. -•- No. 58705 LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER : -r (19) MATL: 6063-T6 (20) MAIL: 6063-T6 (22) MAT'L: 6063-T6 (25) MAT'L 606346 vt 31-0*., STATE 0 P1:'•/(/Z 1EXTRUS/ONS ,, 05. .... e,A .s, SERIES 770 ALUMINUM SGD - LMI ''II I r i l l l l r`` ` (21) MATY-: 6063-T6 1070 TECHNOLOGY DRAM NOKOMIS. "LW M P,O.8QXT62g NOKOMIS. R 34274 wrrwrterr" rti.e unvr. 'r., A. LYNN MILLER, P.E. 800770 NTS 122 ' 23 I PGT0002 I C2 P.EJ 58705 5.069' 0.081" - 2 -TRACK HEAD (1) MAT'_: 6063-T8 6.198" "�J-lftr� -isL 0.081" 2 -TRACK HEAD W/AC„, EN TRACK (2) MAT'L: 608 7.105" uu Jj 0.081" 3 -TRACK HEAD (3) MATL: 8063-T6 9.142' 4 -TRACK HEAD (4) MAIL: 8083-T8 5.621' 1.8" 1.8" E 4^ �n N� I�iA I(I120) I(14L:TB GAL 8.562" 1.211" 1 0.080" 4 -TRACK 6 LL (10) MAIL: 806348 8.528" tsar -Lc' 1 1.211" 0.081" 1 0.080" 3 -TRACK SILL (9) MAT'L: 8063-T8 6.221" f 1.993" L' $ €EN TOP RAN. (4 AT'L:8083T6 1.045' - 1.36" 0.082" X1.505" - y Imo-• 0.875" 1.9913-C J 0 2 -TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063-T8 4.49" L 0.062" Bid RAIL 06) MATL: 110a3 -Te 1.38' 1.498" I- J.J. 1(11/11 C NO CHANGE THIS SHEET wwrop COOKrrebc JR 01/22/14 C2 NO CHANGES TO THIS SHEET mew um mmem BSMG 0W04,V9 MoM8117 OM 4' 0.133" J 5.621" OUTSIDE CORNER ASTRAGAL (119) MATL: 8063-T8 NOI(OM S, FL 34276 P.O. 6611 NOKOMIS. FL 34274 2 -TRACK SILL (7) MAIL: 6063-T8 2.893' 1.03' r_ 0. 7.105" 3 -TRACK JAMB 2.828' (18) MAIL: 6003-T6 (11e'L: 8063-168 0.081" 5.089" 2 -TRACK JAMB (14) MAIL: 6063-T6 4 -TRACK JAMB (17) MAT'L: 6063-T8 1EXTRUSIONS Ifte SERI S 77LALUMINUM SGD - LMI 800711 I NTS 123 23 I P070002 14-'02 2 -TRACK JAMB W/ SCREEN TRACK (15) MATL: 6083-T6 'RODUCT RRVISBD a complying with deo Florida Wilding Code \c eplonce No ispltMlgn Dow and- DodoPNU �.lontrol ' „\"0 LYNN 4".. * ' No. 5887�705 %%* -13 A. LYI(IS%J,tLmP E P.E.658705 L • ' It is the sole responsibility of the contractor to verify that the windows and doors will meet alt the minimum escape/rescue requirements. This permit requires that you have an in progress inspection for the installation of the windows and doors. CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 5/13/14 Permit Number: BLDG1405-0120 Lot: I Block: Subdivision: PINETREE ESTATES Job Address: 6207 NW 72 WAY Work Description: IMPACT WINDOWS & SLIDERS Contractor: MONSTER CONSTRUCTION DEPARTMENT ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL q\ ELECTRICAL PLUMBING MECHANICAL Phone: 5612437970 Date Denied Date Approved Initials Vit %»ok