Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutBLDG1312-0056-Product Approvalr City Of Parkland Building Division Job Name: Toll Brothers Info Address: 10335 Camellia St Window/ Rough Door Opening Size I.D.# (WxII) Product Approval Overall Maximum Window / Door Product Approval Schedule Lot j Block I 71/D Windows and Doors Design Pressure per Structural Site Shutter Product Specific Design Zone Required Pressure Int. =4 Ext. = 5 (+3 psf (-) psf 58.7 47.5 47.5 8043 H 58.7 80 43.8 47.5 80 43.8 47.5 80 43.8 47 5 80 43.8 47.5 80 43.8 _ 58.7 80 43.8 58.7 80 43.8 I 58 7 NOA # Tested Size Ap lroval From NOA (WxH) ('_)psf � OPsf / _ Al 38X631 11.101314 531/8X76 54 80 1 _ _ A2 _ _ 38X 63 Y 11-1013.14 53 1/8 X 76 64 ' 80 43.8 A3 38 X631. I_ 11-1013.14 531/8176 64 80 43.8 / A4 38X 631 11-1013.14 i531/8X76 64 E _ 33X16'/ 11-1110.15 32SQFT 80 _ lA'/ 61X32 11-1110,15 32 SQ FT 80 Ll 25 X72 / 11-1110.15 32 SQ FT 1 80 _ _ LAI _ 2_5_X 12 1 11-1110.15 32 SQ FT 80 L2 25X721 11-1110,15 32SQFT 1 80 LA2 25X121 1 11-1110.15 32 SQ FT 80 1.3 25 X 72 1 11-1110 15 32 SQ FT 80 _ 1,93 25 X 12 y 11-1110.15 32SQF1' 80 80 43.8 58.7 / A5_ _ 38X63 1 11-1013.14 531/8X76 64, 80 43.8 47.5 1 A6 38 X 63 1 11-1013.14 53 1/8 X 76 64 80 43,8 58.7 5 A7 38 X 63 1 11-1013.14 531/8 X 76 ' 64 80 43.8 : 47.5 / r_ Ill 541/8X63 % 11-1013.14 53 1/8 X 76 64 80 41.9 04.7 H2 541/8X6311 11-1013.14 531/8X76 64 80 41.9 45.6 1 113 541/8 X 631/ 11-1013.14 531/8X76 64 80 41.9 54.7 1 1- F 27'/X507/8 11-1013.14 531/8X76 64 80 43.8 47.5 r AA 3A X63 1 11-1013.14 53 1/8 X 76 64 80 43.8 47.5 fi 01 541/8X507/8 11-1013,14 53 1/8 X 76 64 80 43.8 58.7 • r G2 54 1/8 X 50 7/81 11-1013.14 5.3 1/8 X 76 _ 64 80 43.8 47.5 ''-' t K1 37 X 48/ 11-1110.15 32 SQ FT 80 80 43.8 47 5 ff K2 37X 4E1-1/4 11-1110.15 32 SQ FT 80 _ 80 43.8 47.5 _ 4 /t D 38X507/8 11-1013,14 53 1/8 X 76 64 BO 43.8 47.5 _ 4 I N 2_55241 11-1110.15 32SQFT BO 80 43.8 58.7 5 M 49X641 11-1110.15 32SQFT 80 80 41.9 54.7 C1 2714 X63 Ye _ 11-1013.14 531/8X76 64 80 43.8 47.5 C2 271.2 X63 1/4 11-1013.14 531/8X76 64 80 43.8 58.7 5 4 _66 X971/4 01. 14665,1 1151/4198 55 - 16' X 7' FI. 5684.3 16'2" X 16' 42 ( _ -3 - _146X97 11-1018.24 48096 46.67 1 (A1 -A2) 1 X 4 X 631 11-0922.01 144" 2 (A3 -A4) 1 X 4 X 63 1 11-0922 01 144" 3 ( L1 -1,A1) 1 X 4 X 25 11-0922.01 ••+ 4 (1.2-LA2) 1 X 4 X 25 11-0922.01 - 1 (L3-I.A3) 1 5 4 X 25 11-0922.01 6 (AS -A6) 1 X 4 X63 1 11-0922.01 7(81-82) 1142631 11-0922.01 144" 144" 144" 144" 144" 55 48 60 41 9 41.6 39.2 45.6 46.3 42.9 113.4 113.4 43.8 58.7 113.4 113.4 43.8 58.7 170 170 43,8 47,5 170 170 43.8 58.7 170 170 43.8 58,7 113.4 113,4 43,8 58.7 90.7 90.7 41.9 54.7 Approval by A/E of Record Anchor"I'ype Required Permit # if3LD6 1312-0056 Subdivision PARKLAND GOLF & COUNTRY CLUB Anchor Spacing Edge & On Center Yes/ No Header NO 1/4" ELCO_ULTRACON 2 NO NO NO_ NO NO NO NO NO NO NO NO NO NO NO 1/4" ELCO ULTRACON 1/4" 01.60 ULTRACON 1/4" EI.CO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" FICO 11LTRACON 1/4" ELCO 067806ON 1/4" ELCO ULTRACON _ 1/4"01.00 ULTRACON _ 1/4" 11.60 ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4"EICOULTRACON 1/4"0LCO ULTRACON NO 1/4" ELCO IILTRACON NO NO NO NO NO NO NO NO NO NO NO NO NO 1/4"I1C0 ULTRACON 1/4" FICO ULTRACON 1/4" 01.60 ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4")LCO 1II.TRACON 1/4" FLCO ULTRACON 1/4" ELCO ULTRACON 1/4" 0660 ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON Sides Sill 7 0 7 0 7 0 7 0 4 2 6 4 e 2 4 2 8 4 2 8 2 Mullion Bars I XX . 1a5 Horizontal Vertical Vertical Vertical flonzontal Horizontal Horizontal NOA # Span in Inches 63 1/4" 11-0922.01 11-0922 01 63 1/4" 11-0922.01 11-0922.01 25" 11-0922.01 25 Vertical 11-0922.01 Vertical 11-0922.01 63 1/4" _ 63_1/4" NO 1/4" ELCO ULTRACON 12 NO 5/10015/81.4016800 3 NO 1/4" ELCO 067886ON C4 + 1 NO 1/4" ELCO ULTRACON 4 NO 1/4" ELCO ULTRACON 4 NO 1/4" SS FICO IILI RACON 4 NO 1/4" SS PLCO ULTRACON 4 NO 1/4" SS El CO ULTRACON 4 NO 1/4" ELCO ULTRACON 4 NO 1/4" ELCO ULTRACON 4 6-1420C 8 7 0 10 C4+1 -c--,-1 - U8 `c;., r t� ]d - ,r 57•% NO. 72i2* :'i 'r'',1 ,r''IDr. -:1 i IONA t 0 4 0 4 O 4 O 4 0 4 04 0 4 MIAMI 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 (Al IJ). This NOA shall not be valid after the expiration date stated below. The Miatni—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 cotnply with the Florida Building Code, includin the Hilt}Velocity Hurricane Zone. _ DESCRIPTION: Series "SH -700" Aluminum Single Huls 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 1 I). 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 shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfortnance 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. 11-0405.10 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. Toll Brothers Lot # 71/D PGCC Openings Al A2. A3. A4. A5, A6. A7 A6 H1. H H F v1 G:', 0 C2 MiAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 266 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-.2590, F (786) 315-2599 www.miamidade.gov/perat Or!1 n NTY �J1►r Jr NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: 1NTovember 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) Jaime D.Cascol,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:l) 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 IBC, 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) 'rest 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., fest Reports No.'s FTL-4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmund() 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 (PIRA). 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. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco I, 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 contorrnance 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 scaled 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, FTL-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 Edinundo 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.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasein, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 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. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE 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. 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. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ,, H. 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE 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 10: (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 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" 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 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18" LAMI ID: (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 QR;SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AKM. 13/16" LAMI ID: (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, ALL 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-4645, FTL-4646, FTL-4847, FTL-4648, FTL-4649, FTL-4650, FTL-4851, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&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). 5d5 Deer J.J. 10/07/11 tx ter J.R. OM01/11 wwe 0 RK 11/13/00 a...ner. B.eK F.K. 9/1/05 D 1010 FBC UPDATE C CHANGED CAP GLASS TYPE 7O TEMPERED FROM HS CHANGE NOTES 3 & 1 ADD NOTE 9. ADD GLASS TYPE M 8 TO -NOTE I. OLAZ/N292T1018 Chock&& Deb: J.J. 2/2307 twos. 070 TECHNOLOGY DRIVE GENERAL NOTES NOKOMIS, FL 34275 PilGT >4 P.O. B9X 1625 NOKOMIS, FL 34274 ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better °"'"°"" SH700 INTS 1 + 11 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT RHVISI:D as complying wish Lhe Florida Building Code Acca, .m . No Pmdocl Cont 112" NOM. GLASS BITE --► -+- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS -�- - — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS n n r--� 1/2" NOM. GLASS BITE nt , r I i L1 /2" NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE, aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER -�- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS €9,90 pr 9, 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI R JL( 1 r I 1/2" NOM. GLASS BITE 3/16" 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 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ROW Br t>d.: w.ma"e. 9.Wbn: 1070 TECHNOLOGY DRIVE p J.J. 10/07/11 D NO CHANGES THIS SHEET WOO lir MaJR. 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKDMIB, FL 34275 taraq- I 0..: MNOM.: FIG I 11/13406 B ADD ITEM 92 TO 5/14 LAMI LO. GLASS (A,A,A) 6 LAMI IG NOTE P.O. BQX 1629 as1.) C0.": onm"aey Oslo NOKOMIS, FL 81271 Visibly Better F.K. I 9/1/05 J.J. 2/2307 1 9.11 GLAZING DETAILS ir. ALUM. SINGLE HUNG WINDOW, IMPACT 811700 Fun 12 d 11 I 4040-20 I 0 PRODUCT REVISED os complying will, tho Florida Building Coda Acocpim,co No Ex Date Miami Dode Product Contro ..1 tt I1 t/1,. o�� ' N Ml((FR ', ,„\O. „\ ••\CENSE • * : NO 58705 • •w_ • '• AV"' -0(10 •,t� g1P�E of Z� FLOG\Op:�C9\� �SSIONP. A.I/Y/4 ; P.E. FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 8 TABLE 1. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH 48" 50" 52" 53116" UP TO 63 1/8" GLASS TYPE A,B,M A,B,M A,B,M A,B,M C,D,E,F,O,H,I,J,K,L WINDOW HEIGHT 63" 66" 88" 70" 72" 74" 76" +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80,0 +50.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -76.8 +77.3 -77.3 +76.9 -75.9 +80.0 -80.0. +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 8 TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 618" 63" 72" 74" 76" 46" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +68.8 -88.8 +67.6 47.6 531/6" A,B,M +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +75.0 -76.0 +68.0 -88.0 +88.7 -88.7 +65.5 -66.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +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 SASH HEIGHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 75" INTEGRAL FIN) WIDTH I GLASS TYPE 17 1/5" I 22 11/15" I 28 3/16" I 33 314" I 35 6115" I 4413/16" I 50 316" I 6615/15" 531/5" D,E,F,J,K,L +80.01 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +70.0 1 -70.0 +70.01 -70.0 +70.0 1 -70.0 +70.0 1 -70.0 GLASS TYPES: A. 5/16" LAMI - (1/8"A,.090,1/6"A) B. 6/16" LAMI - (1/8"A,.090,1/8"HS) C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) D. 7/18" LAW- (3116"A,.090, 3/16"A) E. 7/16" LAMI - (3116"A,.090, 3/1614S) F. 7/16" LAMI - (3/18"HS,.090, 3/16"HS) G. 13/16" LAMI 0 - 1/8" T, AIR SPACE, 5/18" LAMI H. 13/16" LAMI 10 -1/8" T, AIR SPACE, 5/16" LAMI I. 13/18" LAMI I0 - 1/8" T, AIR SPACE, 5/18" LAMI - J. 13/16" LAMI 10 - 1/8" 7, AIR SPACE, 7/16" LAMI - K. 13/16" LAMI 10 - 1/8" 7, AIR SPACE, 7/16" LAMI L. 13/18" LAMI 10 - 1/8" 7, Ali SPACE, 7/18" LAMI - M. 13/16" LAM110. 1/8"A, AIR SPACE, 5/16" LAMI (1/8"A,.090,1/8"A) - (118"A,.090,1/8"HS) (1/8"HS,.090,1/8"HS) (3/16"A,.090, 3/16"A) (3/16"A,.090, 3/18"HS) (3/18"H8,.090, 3/18"HS) - (1/8"A,.090, 1/8"A)4 TEST REPORTS F1'L-4847, 4648, 4723, 4957 FTL-4647, 4648 F11-4847, 4648 FTL-4845, 4885 FR -4645 FTL-4645 FTL-4848, 4723 FR -4848 FTL-4846 FR -4649, 4650 FTL-4849, 4650, 4958 F1L-4849, 4850 FTL-5083 TABLE 4. W HT. MEETING RAIL "X" SgSH "O" HT, MEETING RAIL S± Ith T- .7„...--- �T. MINUS SASH HT. HT. G RAIL RAIL 4 A NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM. J.J. Mel JRA taro, FJC Darr,* F.K. Oak 10/07/11 � NO CHANGES 1708 SHEET tan,: 11"010+: 047/11 C CHANGED CAP (LASS TYPE To TEMPERED FROM H8 [`Ie Hewn, Orm iUAt/see WOW. YttYNUVe OW VON t041,1111, nC, eltAt a: 11/1300 8 REW CU8TOM FCRAL4TOP8, A00INF. FN. UPDATE TEST NOB Ow& 0.100 9/1105J.J. 2/2307 �Loor r re -41 -DESIGN PRESSURES iu P.O.B ,X34273"__ ALUM. SINGLE HUNG WINDOW, IMPACT PO. BQX 1670 NOKOMIS, FL 34274 111.086 Better a.wrr-I 12•••0 Ns. 811700 1NTS 3 > 11 4040-20 ID PRODUCT RIiVISLD oe complying with the Florida Building Codc u.'"G L7. Acceptance No _ at • Delo ly Dade Fro uct Cuntro .104 tut 1 M //11,. .cal LYNN /4 Q ' 5 =* No. 58 stgrD- ou FL P.E.# 58705 Fr SEE DLO TABLE L SEE DLO TABLE (MAX.) 49 5/8" MAX. FIXED t DLO (ALL) X - 53 1/8" MAX. FLANGED WIDTH® 52 1/8" MAX. I.F. WIDTH D 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 SEE DLO TABLE O _I SEE DLO T. ABLE 75" M AX. I.F. D HEIGHT 76" MAX. fj FLANGED 1 HEIGHT 38 7/16" MAX. SASH HEIrT it SEE DLO TABLE O 1 SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 75" MAX. HEI ;HT 76"IAAX. FLANGED HEIS BHT SEE NOTE 4 SEE DLO TABLE SEE DLO TABLE X DETAIL C 75"MAX. I.F. HEIGHT ®I IAX. FLANGED HEI 3HT SIE NO E4 7S' MAX. - . _: I.F. HEIGHT ® SEE DLO TABLE O 76" IAAX. FLANGED HEI BHT 2- 0" SASH HEIGHT B� DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE X E I 1 75" MAX. I.F. E HEIGHT 20" SASH HEIGHT —t- DETAIL r 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. VERTICAL DAYLIGHT OPENING FIXED LITE LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" 76" I IAX. B 41 5/8" 41 1/4" FLANGED C 41 1/4" 40 7/8" HEIGHT D 52 5/8" 52 11/16" E 52 1/4" 52 5/18" SASH PRODUCT REVISED LOW HIGH an mmplymg wilt the Honda DETAIL SILL SILL Building Code Acceptance No 1\ ..q x* A 34 1/2" 34 3118 Axuaton ant .Y 7I' 40/.3=46, B 277/18" 271/8" C 27 7/18" 27 1/8" num+//Cade Pro uct Control D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. Rom] er. DM.: Rn*tw: I D•"yant J.J. 10/07/11 0 NO CHANGES THIS SHEET ELEVATIONS ar.ry. Dm. 1.1. ,r 0 TECHNOLOGY DRIVE _ J.R. 04/01/11 C NO CHANGES THIS SHEET 11" NOKOMI6, FL 34216 RJR. Da* wxw..a ��- ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 11/13A05 8 ADD INTEGRAL FIN (7.F.)VERSION, CHG. NOTE S. ADD NOTE 4. P.O. 90X 1629 e.`.aaa.l s"r.. l''''' � N.t'nnarM Deft' ca.doaer Mc NOKOYI9, FL 6127 Viably Better F.K. 9/1/75 J.J. 2/23/07 I SH700 I NTS 4 a 11 4040-20 ID ,,111 111111. 'I LYNN * : 110. 58705 .A giAT OF •FLORIOP.��\� ION. 1 - A. LYUFl IA I VIEW P.E. FL P.E.# 58705 MPx. HEIGHT INSIDE NO X. FIXED LITE DAYLIGHT OPE VING 7,8 OR 1) OUTSIDE 1 MAX. VENT DAYLIGHT OPE 4ING _ .1 1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,10 MAX. FIXED UTE DAYLIGHT OPENINC MAX. WIDTI I SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE'\ 50 2.330" (LOW SILL) SEE NOTE ABOVE SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY R.war We: Rov an... J.J. 10/07/11 D NO CHANGES THIS SHEET Rend By. D. RMnam: J.R. 04/01/11 C NO CHANGES THIS SHEET Rm.aar D.ar Poser. F.K 11/13/76 I 13 ADD I.F. SECTIONS 6 CONSOLIDATE &Y. COMPONENTS Dn. Err D.a: iChooN08, Dale F.K. 9/1/05 J.J. 2 5V7 HEAD ALTERNATE HIGH SILL 1070 TECHNOLOGY DRIVE po NOKOMIS. FL 34276 — ALUM. SINGLE HUNG WINDOW, IMPACT P.O. BOX 1529 NOKOMIS. FL 84274 2.946" (HIGH SILL) ULTRALIFT ONLY .44444444 SECTIONS JAMB OUTSIDE i SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) 1 1 PRODUCT REVISED as complying with the Florida Building Code Aceeplancc No ) 4 1Ntttml a Product Comm ,�1t t ulll,. \ONS LYNN 2~�••\-NG se -Or Q: * ;' No. 55705 :'f% '• STATE OF .; _` i�iP FLORIOP''�C' • /,, S►ONAL�C,. A. LYNN 1/01b& Better 81"�o 1°°e °i° �IIIBLEIiI, P.E. SH700 I Half 15 a 11 4040-20 D FL P.E.# 58705 N O .,.7.In000 00 m 7)g.-" . O O O m m P- O Ni a O a x`S O ED 00e5;-, -,..o 00 g g m O O O o o O C 0 O �m�05vr 44 m o m m m m m Op J ,`-. . x ly S b m. c- n n F O aD J j Q a'S g a S W W W W W W W fa x • ;o �-�_�:�5 ogai$i - ppA. mx o .. to n '41"(S-mgaimo(1 1- r JOJ.1®OOO.t4dtFf._d a 0z=IuiFalg"ffis°3i "i4(igel to 22U -r Saas ;;! 2t32,00 . K K S aD 'aD aD aD � m t- o m �D 4VD7 atecof 2fe co nlnnnn 88vA ark t Ai Cul ti O 2: i YJ 1 GOD m m m O m m 0. O m OND O m ni 4000m m 0OW 40 bm 004 n f la N a N O N f f ,W N a CNi N N N CL m m m$ •m m m n 4 g `��Illllltl�� Y O; J iCOZai Ali J Lt //VV 111 I 11\\,\‘� 1 w• eD zli LL g ulf ¢0 4141 4141 0 o LL o la. Y mFo-0nCHoonomo4,ES Kt S Nln Xp n n n 0$ Z Y-ooiqCXfm?460ON1NM'OfNOfNoopOtfff OOO NXonh .,-roromft,No,nm gn.gm=N�mm....„m0oDmDmmn: f 0 n m m b Io U o a. O- gm dii to h 2— O RAI 11. u. 0 h h G v t I Z m x� Y O 5H J J § O ti AlSFF {L co J N0OZ g O Hyl �..pa 1.. gWf .7.1°.,,, w W c • x X STS 11 3 16 40 ? 6 w I- �. 30 b it G O w h g W N J W kk <: u. J J (((• Y��Jmmm004 tl J J a �ail 2ii ZZ 4 31 �L _ �U S W d' . wN CLW 0 f4 = JQ§� aD a i V h= W W W W Q W m oruo�JaN� sa�mQ'• 4��g��@jgzzzz W 3 7d o= g 0 4 o U Y J K X .1 am d, m ,w7:2 ul 2 ,_,=,..1_,s. ' p c C m $ogwdita=wo xl'Nik'5to a ii 0(2EE0 lm mm maiii,iaiv oZi' ZUCQia�ocZaD S ze WQOZW tl40400°�0gCL. 004))mgmX DH`SDD :Wom-CD<DD4atws20 ZZZZZ-7 -7 WWa�55S2�nZiiiinZiW iii ti 2 i u_ < 2 16 0 t0Q 0 i0! g 0 9m! ID m m ime 1r. W 1.431 N N!! s., 5 g IW LL LL z5, 4D N QN Fe q 5, is i d 1' dgbppJmff bC bY mf o .bNNONNNm Uf UfmmaonmmoNNmf mf Q rg O<QQCo 00 O n Of maf Mm ONOONNbm " m 01,14 EOQOOONOO` YNOONNONnM f O fCffNOOW 011 '}tt a N M m m n O m O- N M m m n O m .- M m m n 0 0 - f m O n O- 0. f m O n O m O N M f m m n m m yFki �i g4 10irc 04 N N N N N M M M 05 01 al M VVVVVVVV b m b m b b b b W rI 2.784 .r 1 .062 O FLANGE FRAME HEAD #4002A, 6063-T6 1.749-y .062 i 2.710 O FLANGE FRAME JAMB #4004, 6083-75 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A,6063HD-T6® 3..46 u .082 23 2.946 Imo- 2.784 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-76 J.J. Ramo sY .LR mom so F.K. mew or F.K. yaw 10/07/11 cotta 04/01/11 11/63/06 pto 0/1/05 2.830 �u 062 1 2.330 2.784 -.--{ i O FLANGE FRAME SILL (LOW) #4003C, 6063-76 1 -+.062 11.490 I�1.451 OSASH STOP 64025,6063-T5 2.279 PJB - en .062 1.707 f j 1.513 738 040 J 17 SASH STOP COVER #4053,8063-T6 2.326 -� 1.979 1 or 47 I.F. FRAME SEALANT ALONGENTIRE JOINT I.F. FRAME II� II SEALANT OR GASKET AT HEAD AND SILL L(VIEW D -D VIEW E -E 1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 1 .678 1.096 1 -17 cp062 GLAZING BEAD, 5/16" 41 #40396, 6063-T5 0 SASH SIDE RAIL #4008, 6063-75 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C, 6063HS-T6 #4007,6063-76 .062 .050 .678 -.- 2.328 -►1 1.096 44 GLAZING BEAD 7/16" -lCl! j #4222, 6063-T5 2.638 .JUL.___ 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 MWaae: D NO CHANGES THIS SHEET mammas• C NO CHANGES THIS SHEET R1"eUPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. 8 AND UPGR DE ITEM 21Nafly ammo* ivy onto J.J. 212307 .050.678 1.115 1 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .050 -.- 1.096 -1----►I GLAZING BEAD. 5/16" #4044B, 6063-75 (USED W/ GRILL KIT) .678 1 .683 .050 1.097 GLAZING BEAD. 13/16" IG #4087, 6063-75 et,HNOLOOY DRIVE NOKOMIB, FL 34276 EXTRUSIONS & FRAME CORNER DETAIL P.O.9QX 1629 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 iossasaSatoboe 1.1.1,114.SH700 HBIf I l a 11 I 4040-20 M16& Bsdxr WELD ALONG SCREW BOSS (2) PRODUCT REVISED us complying with die Florida Building Code Acceptance Nu „' Iy, Miami do Product Control /a 4 n%11111 Ile, LYNN 21�..\%CENSE , =: * 140. 587°5 Ct 0 a .. ° l•I�I .: IC/2 .p STATE OF 2' •. FLOR%OP'. C9 SSION AL A. LYNI(IMILL�I��nP.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS SUBSTRATE: 1 28.603 TABLE 5. WINDOW HEIGHT 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR -YPE: ---:I M 2 Z M 2 Z M Z Z M 00 Z Z M WINDOW GLASS N NO' ONQN0 -ON rt0 ON0".O-ON WIDTH TYPE 3' '' ' C,D,E,F,G, 1 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 112 111 111 112 111 112 212 112 212 212 212 212 2 2 212 212 212 212 212 212 212 212 213 212 313 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a.1 1 1 1 112 111 1 1 1 2 1 1 1 2 2 2 1 --., I l I I ' 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 24.000 H,I,J,K,L 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 213 212 212 213 212 213 313 313 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 112 112 112 212 112 212 212 2_11 22 2.12 2 2 2 2 2 3 2 2 212 213 2 2 2 3 313: C,D,E,F,G, 1 1 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 112 112 212 213 112 212 213 112 213 213 212 213 213 2121213 313 212 313 314 312 313 314 313 414 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ., 1 1 1 1 1 1 1 1 1 A,B,M 112 112 212 213 1 2 21-2 2J3 112 213 213 212 213 213 212 2_131313 212 313 314 312 3.13'31-4 313 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 / 2 1 2 2 1 2 37.000 H,I,J,K,L 212 112 212 213 112 213 213 212 213 213 212 213 213 213 213 814 213 313 314 313 314 315 313 414 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 A,B,M 21- 112 -21-2 213 112 213 2F3 212 213 213 L I L 2 3 2132131„2T3 3 4 2 3 3 3 13-4- 313 314 3 5 313 4T PSF 79 C,D,E,F,G, 2 2 2 40.000 H,I,J,K,L 2 2 112 U 2 O Z M O N Z (Z)ma O N Z Z M O N Z •�Oci OO'-O0cv OO'-OOc' OO 0 U Z O U 212 212 AB,M 2 2 2 2 2 2 212 213 212 213 213 212 213 213 213 213 2-14 213 313 314 213 314 315 313 314 415 31 2 2 2 2 2 2 2 3 212 2 3 213 212 213 2f3 _2112_11 2 42 [12E 3 31 4 2_11 3 4 3 5 3 3 3 4_4 5 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221T2212 PSF 79 C,D,E,F,G, 2 44.000 H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 212 2 3 2 2 2 2 2 2 2 3 :21..2- 2 3 PSF 79 79 C,D,E,F,G, 2 2 2 48.000 H,I,J,K,L 212 2{2 212 A,B,M 22 212 222 PSF 72 79 C,D,E,F,G, 2 2 2 53.125 H,I,J,K,L 21? 212 212 A,B,M 2 2 21222 2 2 414 ANCHORAGE NOTES: • 1. ANCHOR TYPES:, 1 - 1/4” ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3-#12 SCREWS ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" 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 LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOW 4 IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 4 213 313 314 213 313 314 213 314 315 313 314 415 314 415 MAX. PSF 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 118 3 2 2 3 3 2 4 2 3 3T3 .314_ 213 313 314 213 314 315 313 3T4 415 314.5 JAMBABO E 223 MTG. RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 2[3 212 213 314 213 313 314 213 314 3T4 213 314 315 313 314 315 31-3 415 416 314 515 MTG. RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3' 2 2 3 2 2 2 3 2 2 213 314 213 313 31421 ,` 2 3 3 4 3 5 313 314 315 2.D.. 4 5 4 6 3 4 515 (FULL DP) 79 HEAD 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 I 3 3 2 3 JAMB ABOVE 2 3 212 213 314 213 314 314 213 314 314 3131314 315 313 414 416 3141415 416 314 516 MTG. RAIL 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 j 1 2 3 2 3 JAMB BELOW 3 2 2 21 3 3 4 213 314 314 213 .L1 314 313 314 315 21141 4 4[531311415,1-6314415 MTG. RAIL 2 2 213 J -ma Br Mtu Rotolo*. J.J. 10/07/11 D NO CHANGES THIS SHEET I ANCHORAGE SPACING, 1/1 WINDOWS Rw,R. �' Irhwv+. .,KO„ .FL 4pi, T. 7/r. J.R. 04/01/11 C NO CHANGES THIS SHEET - NOKO. ,. J O 34278 -r---``.VV.7�_ sow ar MY' AWN.., REVISE ANCHORAGE TABLE AND NOTES. ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 11/13/06 B ADD DP MAX. WHERE ANCHOR QrYIS RESTRICTED BY SIZE I P.O. BOX 152a o ma or Dm Chn cedar o•7/.NOKOMIS. FL 34274 VIrrN(y Bata, a.......:6,a't' iv* ar..�axo, '~" F.K. 7/20/06 J.J. 2/23/07 1 I SH700 NTS 8 a 11 4040-20 D PRODUCT REVISED complymg wah the Florida 6uldmg Code Acccptwue No lo, ' uo Da Miami o Product Conte 2 2 434-14 2 2 413 414 2 3 514 414 2 3 2 2 313 614 2 514 2 313 514 414 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT 52.155 59.655 SUBSTRATE: 29.655 37.155 44.655 ANCHOR `YPE - o 0 0 0 0 0 0 0 zolz WINDOW GLASS Nr�O' ON 0 ONO"IO WDTH TYPE 0 0 0 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 111 111 111.212211 212 212 211 1 1 11 1 1 1 1 111 1[1 11112 2 211 2121212 211 A,B,M PSF 79 SONO 1 1 212 212 1 1 212 212 0 0 0 0 NO"-OON0NO 1 1 1 1 212 212 2 2 212 1 1 212 2212j2 212 U z -O U 0 o'0 N 1 1 212 212 1 212 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 2 2 111 212 212 212 212 212 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 PSF 68 77 24.000 H,I,J,K,L A,B,M 212 1 2 2 C,D,E,F,G, 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 111 1-11 22 212 212 1 1 2J3 212 212 212 212 212 212 312 312 1 1 1 1 2 2 2 2 212 312 32 1 1 2 1 1 1 1 13 313 312 313 313 1 2 1 1_ 13 313 313 A,B,M 1 1 111 11 1 12 1 212 212 3 212 212 2 313 212 3 313 312 TABLE 8. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - l/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 87.155 74.655 76.000 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" 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 1 1 1 1 1 1 1 1 ®NOTE 2. 212 312 312 212 312 312 212 312 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 212 312 312 22"2 312 312 212 3[2 ®ARE1"LESS. 5. DESIGN 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 BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 0 0 0 0 0 0 0 0 2 ZMO Z� Z N�r1O Z Z NO-ON8-8" ocO O 1 1 1 1 1 1 1 1 212 212 312 212 312 312 212 312 1 1 1 1 1 1 1 1 212 212 312 212 211 312 212 3 2 1 1 1 1 1 1 1 1 2F2 313 413 312 413 413 312 413 1 1 1 1 1 1 1 1 2[2 3[3 413 31-2 413 413 312 413 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 37.000 H,I,J,K,L 111 111 111 212 212 1 1 2 212 213 3 A,B,M 1 1 111 11 2 2 - 2 212 212 2 213 212 2 213 2 313 12 2 1 2 2 212 33 313 313 413 33 2 3r 212 2 313 2 313 313 2 4T3 PSF C,D,E,F,G, 40.000 H,I,J,K,L 54 2 111 79 2 111 62 79 1 2 11 2 212 2 212 212 A,B,M 2 2 2 111 111 111 2 2 - 2 212 2 212 213 2 213 212 2 212 2 2 31_3 313 2 2 313 313 21-2 2 212 313 413 2 2 313 413 313 2 313 413 1 312 1 3(2 3-5213 2 413 2 313 13 2 2 313 4F3- 2 2 3T3 42"3 312 1 312 2 2 4T3414 2 2 434-141- 31 312 1 3-12 11 2 r3 2 T 2 2 2 413 414 35 2 2 2 41341-43[3 2 2 2 2 -4134T433 [3 2 2 2 2 413 414 313 513 PSF C,D,E,F,G, 44.000 H,I,J,K,L 49 2 111 79 2 111 55 2 79 2 111 212 79 2 2 21222 31 I2 31 A,B,M PSF C,D,E,F,O, 48.000 H,I,J,K,L 53.125 A,B,M PSF 41 C,D,E,F,G, 2 H,I,J,K,L 1 A,B,M 2 2 2 2 2 2 2 2 212 2 2 33 74 79 79 2 2 2 2 212 212 212 21--i 2 212 67 2 2 2 2 212 212 313 76 79 2 2 3 2 212 2 212 2 212 2 2 3-1 3 2 313 2 313 2 314 2 314 2 314 2 314 213 313 41-4 313 413 414 313 2 13 44 2 213 313 2 313 313 2 313 2 3-13 2 2 414 3r3 3 414 3 414 2 313 2 313 2 4113 2 414 2 414 2 414 2 414 2 414 2 313 2 313 2 313 2 2 413 414 2 3 414 2 414 3 414 414 2 3 2 3 3 2 3 3 2 3 3 11 111 111 T 2 3 1 1 T 313 313 414 313 414 414 3F3 414 414 313 4[4 515 2 3 313 414 2 2 2 2 2 2 2 2 2 111 111 111 212 2 212 2 2 2 3 212 2 31 3 2 313 3 414 ..% 68r nee J.J. 10107/11 Rona Cat A.ronnc J.R. 04/01/11 C NOOLITATIOSSIA IOICHOR QTY NS RESTRICTED BY SIZE. 111e aek ^ems' MIME ANCHORAGETABLE AND NOT6� F.K. 11/13/05 B ADD DP MAX. WHERE ANCHOR QTY IS RESTRICTED BY SIZE. oaeaty: Defol Cntdndlty LW* 1 F.K. 7/29/05 J.J. 223/07 KarYbe D NO CHANGES THIS SHEET 3 414 2 313 3 414 0264 DRIVE p NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 414 2 313 2 414 3 514 2 313 2 313 2 413 2 41-3 2 413 2 413 2 2 413 514 2 514 2 413 3 3 514 515 3 3 514 5T4 2 413 2 41 3 3 514 3 514 TABLE KEY: MAX. PSF (DP LIMITED) 117 HEAD JAMB ABOVE MTG. RAIL JAMB BELOW.J [ MTG. RAIL Miami 3 ;RODUCT RIW ISM) complying WWI he Florida wilding Code umu.No111 +10101 (FULL DP) I HEAD 2 JAMB ABOVE 21 2 MTG. RAIL JAMB BELOW MTG. RAIL TI ANCHORAGE SPACING, STANDARD VIEW rue ALUM. SINGLE HUNG WINDOW_, IMPACT Si 700 I NTs I 9 - 11 I � 4040-20 11) iZibly Better ado Product Control 1014 ANCHORAGE NOTES: io m Ox .0 ¢ �� 9 oww O "J mmXwFW Q w O UZmm?i 00 ag¢g LL LL Q m w .- � 1-<11-Q ii,re 0= F W Z Q } 0 r W? z `wo7w0 ppZZZp WUo a< 0 trxw 0 �Qc(.12 m2 FZaW allow ZU2�U W�wU wJi-z;ryNF- O1- )s oma �amoo�q�ZwOia uOOW W W N W `t > 2 O cc w Q O J r z= f w x ,„ 0003 gI- �0,c�z i<op�= 0 w co LLLLQ000= w 0Wco= JW<WFw2 CO 0 rNMZ W �ZZ LL.� ZStn W wC W O=Q d W OQ g�fmXLL�=>mUW/SA-z0 w0_.(wdd~Nm Y Q Lq� J } UVZjN NiN4,=1-3p�Zxl<SZ 0,400 wW ^ g w u+ R cc sOwn��Q?ZOFm�DO aowa?ir, W J m Q 0 0 80-- mr •-•- 23m W QpS W t/jZJNZ Zm W m< m J m = =ZOW J� z�J W(7 m C7 m UU_' 3f0 el -W cod Q d Q5 Z Z -W2 Ww2m*ZQ5-,211 W0WW5> 1 o Nox' o>c¢¢Q3rLLrou)ta2Da2'c9¢ ® ® ® "� N OOOM-Mr ON00 ON00 riN r.N r M r CO r M r Q r O OOOMCZ zceONOO r N r M ;M 0 cD N ONOO rN r N riN www Z Q= OOOM r N r M M ON00 LL (D 0 Z r or- Ux LOw S <0 0 r {� Z_ N O N d' z 04 N W W W 0 (0 W 1 - cc Q 0 0 U 2 Q r'N r CO r,M 01 tO r Q N 110 N'Q N M N tO N m r NPO N N 04 N t0 N O.0 MIfO N I CO r Q N,Q NIQ N;Q N Q N,Q r;M NIQ N Q N;tO N NiQ ONOO 000M sz N r N r 'M N r',N NIM ON00 .N r•N r,M ON00 aooM EZ N N rIN r N r (V N!M CV V) r M N M N;Q N.0 N tO NM M MIN N 0:10 M ICD N'm m M CO N N NV M• M c D N i' N tO 04111, ! M ; t0 NICO NIM N 'Q N Q N—Q N:m NQ ^ Nlf ^ N N r.M N;M NiV N 'N'M N Q N Q N, M n N I M ^ N g A N r N N iM NICO N IQ CV MIQ �M f N CO N'M N ON00 r N r N rrN ^ N�N ^ N N A N Mt 04.'N O)b N ONOO CIO OAA sz ONOO ON00 r N r 'N r N r N 'N r N r (N N'N N N A N M N CO M n M N a N N e N N N r N A N iN ^ N N e N r r A N N �- N r r 6'4- - ^ N N LL - LL - LL LL LL J LL J d ILL J a LL J a LL J a LL J a LL J W Y W Y W Y W Y W Y W Y W Y O 0 O 0 d p p CV 0 0 0 O 0 0 0 v 0i r N 0 M 0 Q 0 0 0 tO CV CO tO = _ z 0 0 W 0 0 z 0 W 0 -J LL 2 0 cnz 1- W W 2 0 J m en a Q W H z 0 0 0 _ z a 02 W J m 9 O SI O 5-4 gg t7-814 -681.§ NIf ONO° 0 TABLE 8. KEY: w W0 g r N N -J J Om z coo OL U 2 N N CO f Q Q Q N 2 0 L O M M M M M Q j C 2— v) W Cit Ill 0 f Q Q60 S O -65 N N N M M 0 M M 0)} j 4 Q Q h tO 6 ' 4 n) Z GOOMM E'z N N N N M Q Q Q to v) u) ON00 N N M CO °No° 6.) Z 000M N M Q M M Q Q Q M M r '� E_Z N N = ONOO P.7-2 ONOO N z OOOM E'z ON00 m ON00 Z 000) E'z ONOO to ON 00 z 000M E'Z ONO° � ` r °N00 04 z r N /QOQM N N N N N n N N £`Z = QQC 0 n 6,4 0 0 0 m W N M CO 7 Z to y(i; . k 3 �'Y ALL HEAD AND SILL DETAIL EXTERIOR INTERIOR A. CONCRETE ANCHOR 3 35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)A, 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1 3/8" MIN., 1/4" TAPCON •f 1.3/4" MIN., 1/4" CRETE -FLEX 31 1/4"AMAX. SHIM DETAIL A DETAIL B_ TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 & 3)® 1 1/4" MIN. 1/4" MAX. SHIM -1 ml Rowel BA wr J.J. 10/07/11 _ow Ds J.R. 91/01/11 Rona eY. 0 _t F.K. 11/13/06 Om.ny. Mir Cu..w M• ate F.IC 9/1/05 J.J. 2!29/07 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4),A, 1 3/8" 13/8" MIN. 1/4"iMAX. SHIM Wi ®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 APPLICATIONS IN MIAMI-DADE COUNTY, USE 912 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 912 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 SOLID 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 6063-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SI2E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 912 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 APPLICATIONS. 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. 6. 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) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. — SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL F„ (HEAD) L .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. —WOOD FRAME .131" DIA. MIN. --j x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE N.www: D NO CHANGES 7H/8 SHEET C NO CHANGES THIS SHEET a.wtvr• 1070 TECHNOLOGY DRIVE p NOKOMIS. FL 34275 ADD INTEGRAL FINANCHORAOE UPDATE S REORDER NOTES. 9 ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL G, (SILL) 1/4" MAX. SHIM —WOOD FRAME ANCHORAGE DETAILS ■ ALUM. SINLE HUNG WINDOW, IMPACT Visibly Batter 8R7o0 18"' NTS 111 a 11 r"*".'4040-20 PRODUCT REVISEU as complying with the Honda Building Codc 1.y e. AcuptanCo No V � • �� Mialoi r'„ a lh„vet Contra 111111111, (LYNN .... F.. ..”4.'ON•��CENSE •'� . ' Ho. 58705 IA'. S1AtE OF •_ FLORID!':'.. A. LYNNMILLLt P.E. FL P.E.958705 Ct 11 r �; MIAMFDAD m1 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: Toll Brothers Lot # 71/D PGCC Openings: E, 1A, L1, LA1. L2. LA2, L3. LATK1, K2. N, M This NOA is being issued under 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.miomidade.trov/oera/ 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 described herein, and has been designed to comply with the Florida Building Code, includia the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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. 10-0504.05 and consists of this page 1, 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. MIAMIOADE COUNTY APPROVED NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 'fest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FDC, 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, dated 08/19/10 complying with FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex — Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E-1 • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, datcd 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-2 NOTES: SERIFS 701 ALUMINUM FIXED WINDOW 1. DIRECIIONS FOR USE: A. OL1LRMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER IABI.I:S ON SHEET 2 (DEPENDING ON YOUR GI ASS TYPE), B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRCSSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRAT ES SPACE ANCHORS APART EQUAI LY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN I OADS BASED ON TESTED PRESSURE AND ASTM 61300-02, 3 -SECOND GUST POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM 61300-07, 3 -SECOND GUST. 3. ANCHORAGE: 11-1E 33-1/38 STRESS INCREASE HAS 1401 BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO 516F1 SCREWS, I HAT COME INTO CONTAC1 WITII OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIRLMEN IS OF THE FLORIDA 8UI1 DING CODE LOAD DURATION, CD, 01 1.6 WAS USED 114 WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7 6, REFERENCES. TEST REPORTS, FIL-3835 & FTL 3850, NOA 07-0425.01 (ULTRACON), 03--0225.05 (CRETE FLEX), ANSI/AF&PA 805-2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TES LED TO COMPLY WITH THE REQUIREMENTS OF TILE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE 1 H PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON 1HEM 8Y THE WINDOW. 9. NARROW JOINT SEALANI IS USED ON ALL FOUR CORNERS OF 1HE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS WIDTH h-- — WIDTH I --- L W W L L e fly. Dole, Revisions J.J 10(l8/11 D 2010 FBC UPDATE R• i° By DY1e Revisions GOMPLLIE REDRAW AND REORGANIZATION 10 /NCI our,, yD TECHNOI OGv 0RIVE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. 1 N. VENICE. FL 34275 ,,,ed fly. Doe: 80,4414. ' CNC NOTE 2 TO REF. ASTM 6 1300--02 AND REVISE F.K. 4/4/07 B ANCHORAGE NOTE 3 1 P.O. BOX 1529 Drown fl 0o1e: cnecweb woote 9080815, FI 34774 F.K. 17/14/03 44-1/4" _' VISIBLE LIGHT 6" 12_.7/8" MAX. 11 g I MAX. O.C. I I I_ _ I A A 12-7/8" MAX 1 6•• TI 1 Yom— 48" FLANGE —r MAX. TO FLANGE 8 92-1/4" VISI BLF LIGHT 96" FLANGE TO FLANGE 45-1/4" VISIBLE LIGHT -.- 5" 5" MAX 0.0. 2" MAX. --► f-- -+-D TT1 T 1 1i jfJj� t 98 /4" .L FIN TO FIN 51 MAX OC 96" 2" MAX. 48" —+ 50 1/4" FIN TO FIN 93-1/4" VISIBLE LIGHT NOA DRAWING TAM3LE SIF OONTENL GENERAL NOTES .. .. 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN, .. 1 GLAZING DETAILS _ . . 2 DESIGN PRESSURES, FLANGED.2 DESIGN PRESSURES, FINNED2 INSTALLAI ION, INTEGRAL FIN 3 CORNER ASSY, INTEGRAL FIN 3 INSTALLATION, FLANGED ....... 4 CORNER ASSY, FLANGED . 4 INS1AI.LATION, MISE 5 ANCHORAGE .............. 6, 7 EXTRUSION PROF II.FS 8 PARIS LIST 8 7YP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OB1AINING DESIGN PRESSURES FOR THAT BLOCK 512E FROM THE TABLES ON SHEET 2. 1 H-- WIDTH -I 1 F tip��1Hr I— WIDTH w 1 WIDTH IT I-- WIDTH --I 1 1 WIDTH -----I I-- WIDTH WIDTH WIDIH --1 TI -1 '4I/ \I TIS ELEVATIONS AND NOTES Der ALUMINUM PICTURE WINDOW, IMPACT 4xPeewao1 . IN*001. TS 141 8 IO,.nR 4259-4 PIiODDCf RBVIS6D >u complying whit thy Florid, Building Godo Acceptance No J ato Munni Dade ProU onlyo \\O LYNN MI//e/, ,�,.•'VICENSE•'S> * * 80.58705 * • STA OF ANA.' FLORIOP.' &. `_ ' //S/ONAk- I�11 �I Uinp(MN++`b.E D P.E.# 58705 Fin and Flanged Windows Maximum Design I 7/16Laml: 3/164-.090_ PVB•3/16H5 Pressure (+/-paf) 7/161im1NiiS/18.dP-1/ffiMA-3/16A-.090PV8-3/16161 "A` or "B" Dimension (In) 24 30 38 42 48 54 36 80.0-1 80.0 80.0 80.0 80.0 80.0 I 48 80.0 80.0 80.0 80.0 80.0 8010 160 80.0 I 80.0 80.0 80.0 80.0 711 6 67.875 80.0 80.0 80.0 80in 130.0 71.1 72 80.0 I 80.0 I 80.0 80 k9.3 71.1 76.6 80 0 80.0 80.0 80.0 75.0 70.0 84 80.0 80.0 80.0 74.3 88.3 63.6 85.3 80.0 80.0 80.0 73.5 67.4 62.6 8 96 80.0 80.0 77.2 64.7 58.2 PD 109,7 80.0 80.0 I 72.3 58.3 120 80.0 80.0 I 70.4 128 80.0 80.0 1- 70.0 I 145 80.0 80.0 I I Fin and Flanged Willows 60 67.875 80.0 80.0 80.01. 80.0 64.0 84.0 62.1 64 0 84.0 Maximum Design 7/16 3/16H5-.090PVB.3/1611S Pressure (+1- psf) 1 7/11 61061 61:3/16TMP- 7/16 A10.7/1695 - .090PV6.3/1616 "A" or `Br' Dimension (M) 36 42 48 54 60 87.875 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 I 36 80.0 80.0 48 80.0 80.0 I 60 80.0 80.0 ?I 67.875 80.0 80.0 72 80.0 80.0 76.8 80.0 80.0 84 80 0 80.0 85.3 80.0 80.0 8 96 80.0 80.0 108.7 80.0 80.0 120 80.0 80.0 128 80.0 80.0 145 80.0 80.0 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 3261' 2 FOR SIZES NOT SHOWN, ROUND 4[ 10 IHF NEXT AVAILARI E WIDTH OR HEIGHT DIMENSION - 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLESI WINDOW SILL IN 1 H TADLL ABOVE WHICH TI IC OVERALL WIDTH AND HEIGHT DIMENSIONS CONK F IFIY FIT WITHIN 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "9") MAY HE REVERSED 10 OHIAIN A MORE ACCURATE RESUIT FROM THE TABLE (SEF FIGURE, THIS SHEET). 80.0 80.0 80.0 71.1 71.1 80.0 80.0 80.0 71.1 84.0 80.0 80.0 80.0 71.1 84.0 80.0 80.0 80.0 71.1 64.0 80.0 80 0 80.0 71.1 80.0 80.0 80.0 71.1 80.0 80 0 80.0 80.0 80.0 80.0 80.0 64.0 62.1 7/16- UMI GLASS NOMINAL -+ f .000" DUPON1 BUTACIII 00 SAKE% KEEPSMF MAXIMUM .1/16" ANNEALED OR HEAT PVFI INIERIAYCR SIRFNGL069(0 GLASS A 3/16" HEAT STRENGIHtNt(1 GIASS 1 10708109 1 (1,DoR (Li5 1/16" LAMI GLAZING DLIAIL FLANGED OR IN I EGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16" NOM GLASS DRE NC2) 1 1/18" LAMI GI ASS 904294E 7/16" LAIR CLASS NOMINAL - -r- j•�'- 090" DUPONT BUTACRE DR - + I SAFI EK KEEPS/LEE MAXIMUM 7/16' MR SPACE - PVa INTERLAYER 3/16" ANNEALED OR NEAT - STRENGT1lI.NED GLASS _ ]/ 19" HIM 3/16" TEMPERED GLASS - .. t,A S'IRENGTIIENE0 CLASS 11/16' NON. GLASS ORE 14 oR _1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) A" & "9" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r + "9" DIM DIM. L Roved By: Dale: NeOm. _.__.__ 4.J J.J. 10/18/111 D CHANCED IHS CAP TO TMP FOR 30' RUI Dote. 90600 L 1, COMM_I( REUKAW ANU RHUN UN IO INULOUL Netry 7 R. 3/31/10101 C INFORMATION FOR IARCER WINDOWS. Raved By: Dote. Rewe - F -.K. 4/4/07 I 8 NO CHANGE THIS SHEET 0ruwn By Dale.CM1eched DXDn4o. F.K 7/14/03 i 1070 TECHNOLOGY DRIVE N. VENICE. FL 542/5 P.O. R(1X 1529 NOKOMIS, FI 34274 -1 Dee.r,ellen GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Serles/MoOM: Scale I Show I Orem, No Pe e Pw•7o7 NTS 2 a 8 4259-4 11) PRODUCTIt8VIs6D es complying with the Florida Building Code 1 Atcnptonca No D, mum. 1, ems. Miami Dodo Floduct Contlo "B" DIM. No. 58705 INSTALLATION DLTAII S FOR EINNFD FRAMES 2X WOOD BUCK OR FRAMING ,131" (1/8") X 2-1/2" NAIL, WHHIN 2" OF CORNERS AND 5" O.C. 375" MW EDGE DISTANCE MAX WINOOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEC ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT SEE SHEET 6 VERTICAL SECTION D—D MCC DISTANCE 1/4" s_ MAX SHIM 2X WOOD BUCK OR FRAMING 75 WOOD BUCK_ U6 FRAMING .131" (1/8") X 2- 1/2" NAL, WITHIN 2" OF - CORNLRS AND -- 1/4" MAX. SHIM INTERIOR 11 18 1/4" MAX. SIIIM SEE ANCI IOR GUIDELINES, SHFET 6 2X WOOD BUCK OR FRAMING 90° (_1(213M_R ASSEMBLY GR® DON -- MAX. VISIBLE LIGHT OPENING MAX WINDOW HEIGHT — NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEFT 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Revre NY IMta Ra alone: J.J 110/18/11 D NO CHANGE THIS SHEET Nww aD•: 1231/10 Ry na' oN0OI,MLAIOHEUKARW I-ACERLONDOWtSH2IOW N INWu`'341275\1C 4DR5VE J.R. RW. fly Oale Revlsione Drown MylDole. Checked EVDaIa' F.K. 7/14/03 P.0. BOX 1529 NOKOMIS. FL 342'/4 HORIZONTAL SECIION C --C rXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY INSTALLATION, FINNED FRAME u r: ALUMINUM PICTURE WINDOW, IMPACT 6oiee/Mosel' Saole: el: DraMn9 No. Pw-7o1 I NTS 1]Te3 a 8 4259-4 1- 0/8" MIN. EMBEDMENT PRODUCT REVISED m complying with the Flond, Budding Colk _ 1110. I I� Acccohnlco No ExDlMtlo➢ D `` / .11 1 1 1, 1 1. r /,, \�oN� LYNN 44 LYNN 510ENSE '•.y ' .• * No 58705 On SA'tPS.hFThA.N:54108;6\5p. 5llO8N0'5 P0110.•• S/O-s INSTALLAIION DETAILS EOR I LANGED I- RAW' SEE ANCHOR GUIDELINES, • SHEET 7 SEC ANCHOR GUIDFI INES, SLEET 7 MIN. CONCRETE KSI PER ANCHOR IYPE, SEE 7 OR 1.5 KSI MIN. CMU • -IX WOOD BUCK MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 1/4" MAX. SIIIM 1B ORO IIIERIQS SEE ANCFIOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6++'•� 1 `2X WOOD BUCK OR FRAMING VERTICAL SECTION B—B 1/4" MAX SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, -- SEE SHEET 7 SHEET OR 1.5 KSI MIN. CMU 1X WOOD BUCK - — 1/4" MAX SHIM 1/4" MAX. SHIM -'i s— SEE ANCHOR GUIDELINES. SHEET 6 SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 90° CORNER ASSEMBLY NOIES 1 USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A XTLRIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 16 ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAI IF UNIT CAN BE INSTAI LED DIRECILY JO SOLID CONCREIE. W000 BUCKS DEPICTED AS 2X ARE 1-1/2" TRICK OR GREATER. INS1AI LATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION Roved By. Date: Revioione: J.J. 10/18/11 0 NO CHANCE THIS SIIEET Roved Lir Dole Revisionslj CUMYLt/t KLUHAW /IN�1 KLUNU4JVl/RIIUV IU MNL( UIIL i.170 TECHNOLOGY DRIVE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. I N. VENICE. FL 34275 u Roved By. Dole: 0..,ane.1 P. BOX 1529 Drown Ry Dole: Chock. Dale: I I.O NOKOMIS, FL 34274 FJ( 7/14/03 2X WOOD BUCK OR FRAMING SEC ANCHOR +--�-- GUIDELINES, SHEET 6 INSTALLATION, FLANGED FRAME IRI.. ALUMINUM PICTURE WINDOW, IMPACT Series/u.ar:Staiw sneer. 0,e.iea Ra R.e PW -701 I NTS 14 al 8 I 4259-4 I D PRODUCT REVISED as complying xitli Mr, 1'londn Building CodcI0 \/ Accept. No 1;J .I1o(L\ 11,11a -ii gado Product ConIrol .,Till lull,. LYNN 4' 7i °ENSF � i Q•. * ' No 56705 STATE •<(/�� A• � .jeE0RIO• P••' G _'/SS/o, _ A. L�riri MIII��, P.L P.E.# 58705 MISC INS1AI LATION DFIAILS FIN FRAME WI1H FIN REMOVED 1 3/8" MIN. EMBEDMENT SEC ANCHOR GUIDFI INFS, SIIEET 6 INTERIOR 1/4" MAX SHIM [2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE SEE ANCHOR GUIDELINES, FIN hRAML WITH , SHEET 7 FIN I RAMI. WITH FIN REMOVED 111 FIN REMOVED4SHIWOOD SEE ANCHOR •, GUIDELINES, M CONCRETE KSI SHEET 7 PER ANCHOR, SFE SHEE1 MIN CONCRETE KSI PER ANCHOR TYPE, OR 1 5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU MMAXV__.. SCE ANCHOR CUIDFI INF S, SHEET 7 INTERIOR SEE ANCHOR GUIDELINES, . SIIEET 7 .1 . IN. EQUAL LIG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSI RIP —.{ 1/4" MAX SHIM 1 1-3/8" MIN. EMBEDMENT EXCLUDING POINT 1/8" NOM. MIN. 1/8" NOM. MIN 112 STEEL #12 S1 EEL 112 STEEL SELF—DRIII ING—p -- SELF—DRILLING SELF—DRILLING SMS (G5) I•■ SMS (05) %1C'.1 SMS (05) 17� 1 'Mk USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SIIEET 6) DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063-I6 MIN. .125" MIN WALL THICKNESS USE SAME ANCHOR QUANTITY & SPACING AS 112 STEEI. SCREW (SIIEET 6) EXTERIOR ETAL FRAMING A36 STEEL: ry-36 KSI MIN 125" MIN. WALL THICKNESS USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS 112 STEEL SCREW (SIIEET 6) FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES_ SIM.) ALUMINUM MULL SUBSTRATE S1RUCTURAL STEEL SUBSTRATE LQUAL LEG _ FRAME (OTHER FRAMLS SIM.) DIRECTLY TO MASONRY 1/4" MAX 28 WOOD 5111 M BACKER FXTFRIQ_R FULL—LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 1/4" MAX SHIM 112 STEEL SELF—DRILLING ---v SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS 112 STEEL SCREW (SHEET 6) FLANGE FRAM_[ (OTHER FRAMES SIM.) STEEL SI-UD/WOOD SUBSTRATE NOTES 1 USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS 2. WOOD BUCKS DEPICTED IN 1176 SFCI IONS ON THIS PAGE AS 18 ARE BUCKS WHOSE TOTAL THICKNESS IS LESS TITAN 1-1/2" 18 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BF INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRA1E OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION 3 FOR ATTACHMENT TO METAL. IHE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, (OWER DESIGN PRESSURE FROM EITIIER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. "Z. •vd B1 0.1• Ror,•bn•: J.J.70(18/11 D NO CHANGE 7HIS SHEET Rww eluou: R•.own•: COMPLETE REDRAW ANO REORGANIlATION 10 INCLUDE J.R. J/JI/10 C INFORMATION FOR LARCfR WINDOWS. R,",o Wrote: R•.Lm".r Worm 0y 0.1• Chock. Dae, F.K. I 7/14/03 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SEC ANCIIOR CUIDEL INES, SIIEET 7 SIE ANCHOR GUIDELINES, SHELF 7 IKTF.ME /4" MAX. F 5HIM 1-.!--.--c-4 •e .. MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM STEEL STUD Fy=33 KSI MIN 18 GA MIN FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE W.c lwoR: INSTALLATION, FINNED FRAME 1 ALUMINUM PICTURE WINDOW, IMPACT Socia./N•O 9c•N: SI M Aoony kb PW -701 I NTS 5 a 5 I 4259-4 PRODIICr REVISED nv conyilyIng with Tho Florida Building Cato 11 _ 10.0 Acuuptencc No B Miami k ado Product Control �10II111I,,. �� 1`r. �1GLNsf •. 'P * 705 STAT58E 0 �.6 "•N0.,FLORIQP•'�( in" /ONA� A L)Ir♦rI II)Illler, P E. P.E.# 58705 36 48 60 67.875 Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4) Anchor Type N. Anchor 1 Location` Jamb 3 Head/SIII 2 2 Anchor Min. Min. "A" or "B" Dimension (in) _ Type Anchor Description Substrate Edge Embed - 54 60 67.875 , Distance ment _ #12, Steel screw (G5) S. Pine 0.884" 1.375" 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 #12, Steel screw (G5) Stl Stud, Gr 33 0.324"_ _ 048"/18Ga #12, Steel screw (G5) Alum. 8063-T6 0.324" 0.125" 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 #12, Steel screw (G5) A36 Steel 0.324" 0.125" 4 3 5 4 5 4 5 5 5 5 8 6 6 5 6 6 6 6 7 6 7 8 #14, Steel screw (G5) S. Pine 0.964" 1.375" 5 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 52 #14, Steel screw (G5) Stl. Stud, Gr 33 0.361" 048"/18Ge 4 3 5 4 5 4 5 5 6 5 6 8 7 8 6 6 7 6 7 7 8 7 #14, Steel screw (G5) Alum. 6063-T8 0.381" 0.125" 6 6 6 6 7 6 6 6 7 8 7 8 7 6 7 6 7 6 7 6 7 8 #14, Steel screw (G5) A36 Steel 0.361" 0.125" 4 1 3 5 4 5 4 6 5 6 5 8 6 7 6 7 6 7 6 8 7 8 7 3 1/4" Steel Ultracon S. Pine 1" 1 375" 7 16 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 3 5 4 5 4 6 5 6 8 6 6 7 6 7 6 7 6 6 7 8 7 4 5/16" Steel WI/aeon S. Pine 1.26" 1.375" 8 7 7 7 6 7 7 7 9 7 8 7 9 7 8 7 9 7 4 3 5 4 5 4 5 5 6 5 6 6 7 8 7 6 7 6 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 4 3 5 4 5 4 5 5 6 5 8 8 7 6 7 6 7 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 4 3 5 4 5 4 5 5 6 5 6 6 7 6 24 30 36 42 48 3 4 1 3 4 2 2 Jamb 4 4 6 Head/Sill 2 2 2 Jamb 5 5 6 Head/SIII 2 2 2 Jamb 8 6 7 Head/Sill 2 2 2 Jamb 6 6 72 Head/Sill 2 2 Jamb 7 7 78.8 Head/Sill 2 2 Jemb 7 7 84 Head/Sill 2 2 85 3 Jamb 7 7 Head/Sill 2 2 Jamb 8 8 96 Head/SIII 2 2 3 2 4 2 5 2 6 2 8 6 2 2 8 7 2 3 4 1 2 3 4 3 4 3 3 3 3 3 5 4 5 4 3 3 3 3 8 5 6 5 3 3 3 3 7 6 7 6 3 3 3 3 7 6 8 6 3 3 3 3 8 7 8 7 2 2 3 3 3 3 9 7 8 7 9 7 2 2 3 3 3 3 9 7 8 7 9 7 3 4 3 5 5 4 3 6 6 4 3 7 6 4 3 7 7 4 3 8 7 4 3 8 8 4 3 8 8 2 2 3 3 3 3 4 3 10 8 9 8 10 8 9 9 2 2 3 3 3 3 4 3 109.7 120 128 145 Jamb 9 9 Head/Sill 2 2 Jamb 10 10 Head/Sill 2 2 Jamb 11 11 Head/Sill 2 2 Jamb 12 12 Head/Sill 2 2 12 9 10 9 12 9 9 8 8 8 9 8 8 8 10 8 9 8 10 8 4 3 5 4 5 4 5 5 6 5 8 6 7 6 10 9 9 9 10 9 9 9 11 9 4 3 5 4 5 4 5 5 6 5 10 10 12 10 10 10 12 10 2 2 3 3 3 3 4 3 4 3 5 4 5 4 13 10 11 10 13 10 2 2 3 3 3 3 13 11 12 11 13 11 2 2 3 3 3 3 11 11 13 11 4 3 4 3 12 12 13 11 4 3 4 3 15 12 13 12 15 12 2 2 3 3 3 3 • Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. NOTES. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 3211". 2. FOR SIZES NOT SHOWN, ROUND // TO 1HE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCIIITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABIF ABOVE WHICH 1HF OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WI1 HIN 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTNN A MORE ACCURA'IE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET) 5. DIFFERENT ANCHORS MAY BE CHOSEN F -ROM MULTIPLE TABLE COI UMNS TO MATCH THF SUBSTRATE. Rer.d BY Dole Harl.Ion.: ✓.J.10 18/11 0 NO CHANCE 71I/5 SHEET H d "1' O0e R..ieione C MPLL IE REDRAW AND RLORGANICANON 10 INCLUDE. J.R. 3/.31/10 C INFORMATION FOR LARGER WINDOWS. dY ual.: Rer,.bne: Re F.K. 4/4/07 B NEW SHEET wax. Sy Dot. Checked Dote. F.K. 7/14/03 iwu ILCHNOIOGY DRNE N VENICE, 11 34275 P O. BOX 1529 NOKOMIS, FL 34274 '8" DIM. DIM L "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN H DIM. --H •'B" DIM ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT S.rN./Mold'Sod.' .et o,,.N, No W- F7D1 ISh NTS 18 a 8 I 4259-4 PRODUCT REVISED as complying with the Florida Accklh eIt1ant* lI ID - 7 11 OIO 11°P4 ., 111111111,. ..X\s o( LYNN \ ��O • \CENSE .'.�F� 36 48 60 67.875 72 76.8 84 8 85.3 96 109.7 120 128 145 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Anchor Type \ 24 Anchor 5 8 7 5 6 7 5 6 7 5 6 7 5 6 7 Location" "A" or "B" D'menslon (in) 30 36 42 48 54 60 87.875 6 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4' 5,'5 4 8 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 8 5 t Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 Jamb 6 5 5 8 6 5 6, 6 5 7 6 6 7 8 6 7 Head/Sill 2 2 2 3 3 3. 4 4 3 6 5 4 6 5 5 7 Jamb 7 6 6 7 6 6 7 7 6r ▪ 7 8 7 7 8 Head/Sill 2 2 2 3 3 3 4 4 3' ,, .; 4 6 5 5 7 Jamb 8' 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 Head/Sill 2, 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 Head/SIII 2 2 2 3 3 3 4 4 3 5 6 4 8 5 5 7 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SII 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor Head/SIII 2 2 2 3 3 3 4 4 3 quantities on the table. If so, the Jamb 13 11 11 13 12 11 13 12 11 Head/SIII and Jamb rows must also Head/SII 2 2 2 3 3 3 4 4 3 be reversed so that the longer Jamb 15 12 12 15 13 12 dimension gets the most anchors. Head/SIII 2 2 2 3 3 3 6 7 5 6 7 5 6 7 4 3 4 4 3 4 4 - 3 14 5 6 6 5 7 7 6 5 6 5 5 '6 5 5 6 6 7 6 6 8 7 7 6 6 7 6 6 7 8 6 6 6 7 8 8 8 7 7 7 7 8 7 7 8 8 7 6 6 7 6 6 8 8 7 7 7 9 8 7 6 8 7 8 6 8 8 9 8 8 6 6 7 8 6 8 8 6 6 8 8 6 6 NOTES: 1 ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 3277' 2. FOR SI7F5 NOT SIIOWN, ROUND IJP TO THE NEXT AVAII ABI F WIDTH OR HEIGHT DIMENSION 3. FOR ARCHITECTURAL WINDOWS, FIND THL SMA/ LEST WINDOW SIZE IN TILE TABLE ABOVE WHICH WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN 4. THE WINDOWS WID1H AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). THE OVERAI-L MORE: ACCURATE DIM L 5 DIFFERENT ANCHORS MAY BF CHOSEN FROM MUITIPI F TABLE COLUMNS 10 MATCH 1HF SUBSTRATE. amt By. Dote Rey,.wn.: J.J 10/18/11 0 NO CHANCE lHIS SHEE1 n uy Oa a"7.'"' (.UMYLG IG KG UKAW ANLUL KLt/KLANI[AIIUIV IU IIVCLUUG X070 TECHNOLOGY UNIVE eJ.R 3/31/10 INF ORMATIUN FUR LARGER WINDOWS. N. VENICE. 0 342'/5 5.0.4 .5 Dol.. P.O. 805 1529 F.K. 4/4/07 B NEW SHEET Drown By Date Checked Byea1.I NOKOMIS. FL 34274 F.K. 7/14/03 Min. ' Min Anchor Anchor Description Substrate Edge Embed - Type Distance trent `^' 5 1/4" Steel Ullrcon Hollow Block —1; 1.25" 1/4" Steel Ultracon 2.7k Concrete 1" 1.375" 6 1/4" 410 SS CreleFlex Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/18" Steel Ultracon Hollow Block 1.58 5" 3" 1.2 5/18" Steel Ultracon 3.5k Concrete 1.25" 1" "8" OIM "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "8" DIM o.w.quow: ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT S.,S./M0A1:Scat.: 5.1•41:tTon,p ao PW -701 I NTS I 7 o1 8 I 4259-4 PRODUCT REVISED as coaplyla8 with Iho Honda r. Acceptance No • Exp to 14 B Miami Dada P,ndaoi Contro X1111111'44' .. ��\O,., LYNN , "i i ..,,,-;‘,.....• CIGENSF •..?P i . ' No.58705 t * -, ' STATE F llJ: ,»ONAL E� A d,ISI MIIIP. P.E P.E.p 58705 2.500" .062' — 2.781" 1.125" INTEGRAL FIN FRAME MAT'L: 6063–T5 DWG NO. 4256A 094" IJ L1OJ .062" -- I — .094" 1.675.. -^-Z L� �-•— soo" .062" -- 062" 2.784" FLANGLD FRAME 0 MAI'L: 6063–T5 DWG NO. 4253 Rev.sJ Sy Dole: weviMane — - Ji. l0 18/17 D NO CHANCE 7/115 SHEE7 '71. e as 9y "".'tne: C I'L216 RL HAW ANE NW7IS4NILAI ION IU INL7 UUL J.R. 3/31/70 C IN7 RMA'/ON FOR LARGER WINDOWS. Rem, By bole. I nwldone: Drown By Dale F 7/14/03 'ChockedCole .K. r- 050" .-1I-+- 1/16" i AMI GLASS BEAD 10 MATT: 6063–T5 DWG NO. 42.55 970" —1 971+5" J 1 ITEM 1 2 7 8 10 11 12 13 14 15 17 346"-1 1rJ1' 9 75" .050" .04 7" i 1 /16" LAMI I.G. GLASS BEAD INSTALL. FASTENER COVER is MAT'I_: 6063–T5 CJ MAT'L: 6063 T5 DWG NO. 4254 DWG NO. 4224 DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 4253 64253 Flanged frame head, sill & jamb 1155 781PQX I#8 x 1 Quad PH SMS stainless steel Schnee -Morehead SM5504 acryl-r narrow joint sealant or 4255 64255 17/16 lami glass bead 4254 64254 1-1/16 iami I.G. glass bead 1224 1 6TP247'Vinyl bulb weatherstrip (thick) 4224 Installation fastener cover 'Dow Corning 899 glazing sealant or equivalent Dow Corning 995 silicone structural sealant, black 7/16" lami glass: 3/16" annealed -.090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1-1/16" lams I.G. glass: 3/16" heat strengthened outboard - 18 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 1 64262 !Architectural corner key 7/16" lams glass: 3116" heat strengthened - .090 DuPont 21 Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1-1/16" lams I.G. glass: 3/16" heat strengthened outboard - 22 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1070 1ECHNOLOGY DRIVE N. VENICE. Fl 34275 1P.O.806 1529 NOKOMIS, FL 342/4 EXTRUSION PROFILES & PARTS LIST UN - ALUMINUM PICTURE WINDOW, IMPACT swnmeael xwe. s1+.r wo DroCMO Fw-701 I NTS 18 e1 8 4259-4 PRoDucr REVISED av wlgdyinpvvIlb lhu Fiurida Acca 1 I(—lIIO.�h Expi on 'ID D IL'I 01 ado Product Comm MIAMMADE • 1d DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) I'GT 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 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 described herein, and has been designed to comply with the Florida Building Code, including thc.High velocity I lu1Ticane ZQn DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. Toll Brothers Inc. Lot# 71/D PGCC Openings 1 2. 3 4 5.6 7 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.miamidndc.aov/peal/ APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 # 10-0819.05 and 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 APPROVED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 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 scaled by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for thcir PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 andgxpiring on 05/26/16. 4 E-1 M ue Perez, P.E. Product t nt - i 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 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 2-3 ,- OPENING WIDTH FOR VERTICAL MULL -- / • SEE DETAILS \ SHEETS 2-3 7 /11111__1_ /SEE DETAILS HORIZONTAL A-O,G,H; INIAL -. SHEETS 2-3 LENGTH HORIZONTAL --- MULL - LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LENGTH MULL b OPENING HEIGHT MULL LENGTH SINGLE MULLION OPENING WIDTH- -- OPENING I� (EIGHT f FOR HORIZ. MULL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; / SHEETS 2.3 OPE DING HEI..HT FOR HORIZ'1NTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAV -BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. I- HORIZ. MULL LENGTH --I SINGLE MULLION \ SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE d 1 r OPEMNG WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS 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 ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 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 0180. 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. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 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 BE 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-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&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 POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VERT MULL LENGTH INSTRUCTIONS: GENERAL NOTES.. .. ... 1 INSTRUCTIONS ..............................1 ELEVATIONS. 1 MIAL TO 2X WOOD........ MULL TO 1X 8 MASONRY........... 2 INSTALLATION NOTES ... . 2 MULL TO MASONRY ...................... 3 MULL TO STEEL STUD.......... 3 MULL TO MULL... .... .............. 3 ANCHOR SPECS ................... ... 3 ALTERNATATE CLIPS ...... ........ 4 BAY MULL INSTALLATION............ 4 1 X 2 X.126 MULL SPECS........... 5 1 X 2 X 376 MULL SPECS........, 6 1 X 275 X .376 MULL SPECS._ .....7 1 X 2.75 X .65 MULL SPECS..........8 1 X 3.125 X .500 MULL SPECS......9 1 X 4 X.126 MULL SPECS.......... 10 1 X 4 X .376 MULL SPECS... ......11 1.25 X 3.188 X .285 MULL SPECS...12 2 X 4 X.25 MULL SPECS.............13 2 X 6 X.26 MULL SPECS .............. 14 1.28 X 2.11 X .126 MULL SPECS.. 15 30' X 3.25 BAY MULL SPECS....., 16 45' X 3.25 BAY MULL SPECS.......17 MULLION 8 CUP DIMENSIONS.. ,..18-20 EXAMPLES 1 6 2......... . .._..21 LOADING EXAMPLES. .22 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LB§/FT'1. FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT'1. OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) 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. O) FROM THE ANCHOR CAPACITY (LBS) 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/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT'1 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/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACiITY,LBS/FP) 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 N CN1.8 0 J J 0 i z -) TO7 Q S I-- Q 'D M • g $} gg 3 < '� S Q W H OZ N cc ZW N 0 Q 0 0-1 1 V40 PRODUCT REVISED as complying with the Florid. Building Code Acceptance No - Ij 2.0/ Ex (ration ITate .2ir.(WOl(0 By Miam de Product a \\/\ \ �/ \ \ $\ 1. r \ \; $ g t\\\ \ $ o k 0 \\\\ \ \\ ° ,}f\ 3 $ Tr 3k \ ia -6`a « ` F-'73-.Pg 3 \ i 67 \ \ \ $ .,;\ �® \) °* \\ °°t \p' ƒ\ \ % \ T 73 % \\#\%\)\\ « ° %13 ca \ \\ `a\ '\ � -F., el -73 %3 % \ I \} vl %t /k\ k • `ƒ S ` / `� 13 %\4}i DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. / MULLION TYP. ANCHOR -PER SUBSTRATE, SEE TABLES 18.108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR •" N °a EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-108 EMBE0MBNT , MIN 2.7 K81 CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR —PER SUBSTRATE, SEE TABLES 10-100 I EDGE • I'_ • I_DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18-106 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 AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP 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. VAI ES - 12S" MIN DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES- - -' ,-MULLION NOTES; 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. 012 STEEL SCREWS, / SELF -DRILLING OR PREDRILL MULLION AND USE SMS MULLION INTERSECTION U -CLIP FRONT VIEW EXTERIOR SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE I00 0.0 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP ANCHOR --PER SUBSTRATE. SEE TABLES 1B -10B SEE SHEETS 18-20 FOR HOLE LOCATIONS FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 18 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2% WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD 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. DISTANCE _._J SEE TABLES 1&108 r SIDE VIEW SIDE VIEW EDGE DISTANCE SEE TABLES 10.108 8 5 531 0 H o � Q 0. o� u O J Ci oo m • m M • co coZ O Z o J Q Z Z Z Z Q 0) < O Z O 5 A' • (0 a? g O Z I kO t CI - PRODUCT REVISED os complyin with the Florida 13ull/mg Code Acccptnnce No EK •'ration Date I Dy Mum L . '. i y ''ON,( V1rvry M/� iii ....;* No 58705 • SATE F ��\; '�/, S/ONA� ',. . A. LYNNII{A) ILLER, P.E. FL P.E.# 58705 ode Produce I DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A.E. - SHEETS 2 ANDS FOR INSTALLATION TO SPECIFIC SUBSTRATES. EXTERIOR STANDARD MULLION CLIP MOOIFED TO FIT FIELD CONDITIONS. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1' X 4'X 126' MULLION MULLION INTO W000. STEEL, ALUM, CMU OR MASONRY TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EXTERIOR vr. 4.7,/: • 0 lei,„,„ l�L1 STANDARD CLP TO BE MODIFIED IN -FIELD. EDGE DISTANCE PER ANCHOR / MULLION TYP. ANCHOR / PER SUBSTRATE, SEE TABLES 1B -11B TOP VIEW 7X6'X 126' ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MILL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP. ANCHOR / PER SUBSTRATE, SEE TABLES 12B OR 13B EXTERIOR 2' X 6' ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. NOTES FOR INSTALLAT ON OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. EXTERIOR INTO WOOD, STEEL. ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY //////7/////777/./ ' _DISTANCE PER ANCHOR EA Gi) NOTES FOR INSTALLATION OPTION G 8 H. 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 1B-116 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS 1n z 0 J wJ U co Q Z 0 Z V a z_ Q 1 Z co W Q Y Cr 1— to v Z g Z L LLL N 1' PRODL ICT REVISED es colnplyln8 with the Florida Building Code AccopnMce No /' / EXImmo) Duk it7/!474 // Millnf `1\1111111 \\\ N4 \.YI r -�L O. 58705 IS ATE p(� �� f",,SNIGNAL ,, A. LY141,I (tAILLER, P.E. FL P.E.# 58705 TABLE 1A 1 x26.125 Alum. Tuba Mullion 50 In 60 in Rectangular Loading li c. 2 J IIA I len CB mach/ Ta 1,1e 11)4721 Opening Width (for vertically-6oamM, mullions) or Opening He ght (fot horizontally -spanning mullions) 701n 801n 90 In Trap/Wang Rrct./13Jar Trap/Nang Rectangular Tmp/T.lOng ReclangoI r Trap/Mang Rectangular Tn{YTrlarg Loading LoaOrg Lotlmg 1 if � i 1 ig a. 21 g 42 in 111 9 408 129 5 332 Loading Loudhng Loading louring F �- F � F II 1 i li Hfifil fi ��<a Loadag loading F11 �' 1 I bF P1 big I, n- 100 in 120 in 140 in Rectangular TmpTdang Rectangular Trap/I/lo g Rectangular Tr4p'Tnung Loading Loading loading Loading LOaong LoaOmg 99 2 400 115 5 325 79 0 408 10713 1 321 69 9 408 104 4 319 62 1 408 82 4 312 73 4 252 53 5 312 67.0 248 488 312 83 2 248 41 6 312 48h 74O 312 838 258 50.625 In 63 9 281 70 6 234 54 In 52 8 247 67 5 207 63 2 281 81 5 228 45 0 281 55 7 224 39.9 281 52 1 222 36 6 281 104 0 310 56.9 408 104 0 01 3 244 37 5 312 61.0 60 1 220 31 9 281 40.3 219 20 6 281 49 3 219 22 8 281 49 5 219 39 4 194 20 3 247 3B 4 193 21.0 247 36 1 193 l 18 8 247 38 1 193 18 4 247 38,1 193 439 247 40 8 202 37 8 247 44.8 199 32 9 247 41 5 198 20.2 601n 38.4 200 412 170 631n 331 181 353 247 la i la 1 ▪ It b� !I a if 3 2 2 c 319 48.6 408 104 0 319 39 9 408 104 0 319 244 31.2 312 810 244 20.8 312 610 244 160 m Reclag8ar 1,99718909. Loading Loading 1 h i 3x 44. 35.0 408 104.0 310 23.4 312 81.0 244 20.0 281 49 3 219 320 200 35.4 188 274 200 315 163 240 200 289 180 21 3 200 27 1 159 19 2 200 25 9 157 18 0 200 25 0 156 155 276 181 30.3 152 237 161 289 149 20.7 181 245 146 184 7 06 1n 28 6 185 30 6 142 181 22 8 144 18 8 181 21 7 143 24.0 165 26.1 139 20.6 185 231 136 18 0 105 21 0 134 72 in 22.2 139 23.3 120 76 In 18 9 125 19.7 109 186 139 19.9 116 159 139 178 116 16.7 125 18.8 107 78 in 17 5 118 16 2 104 TABLE 113 Anchor Clip Patterns ' 'Substrate - Anchor Type 2.73 Canasta 3116" Elco l/Oreton Edge Distance )m/:( 1' Embed/ NM (0): 1-3/4" 2 Anchors ® 4 76" Mn. 0.0 / Standard 01 011,06 Cap (Fig. 1)' 4 Anchors ag 1.16" Min, O.C. 151Md9M (or OWN) Cap (P19. 2): 4 Anchors ®3" Min. 0.0 / (2) 206 Angla Clip, I (Fig 3): 1 2 Anchors 0 45" Min 0 C / (*Call, IMo 176" Alun. (Fig 4): 1-3/4" Anchor Capacity Table (Ibal 36L C ._. ... 1/4" Elco Ull1acpl 1" 2-1/7' 5/16" Elco 3/16" Elco Uxr9400 Uanaeon _..-, 9116' 1" 2-112' 1" 2" 1.1/4 r 1-114" 1-1/4" 1-3/4" 1-3/4" Mdlow CMU 1/4" Elco 0116000 39016 39016 45016 690104 181116 270104 28016 36416 48016 70016 WA N/A WA WA 38016 WA 78016 WA 78016 680 In WA WA 158016 WA 169616 WA 64016 WA 580 I6 WA WA WA 11/4" SS Else 616" Elco A9gle0elor Ulleaoon 2 -VY Y 3-1/9" 1-1/4" 1.1/4" 1.1/4" 46816 06416 N/A WA WA 78016 936 63 88016 74016 WA FIRM CMU PT Wood Metal 1/4" SS Elco 610 Steal 812 Slab 812 Steal AggreOetor Screw (G6) Screw (GO Sema (06) 2" 0.48' 0.54" 0.324" Y 1-3/8" 1.3/8" (ala nae 4) 118216 326814 420164 56016 WA 662164 640 Ips 112019. 2384 16 65216 840 lbs 112016 N/A WA WA WA WA 71619. 1 1 Anchor / F-C8p (Fig. 5)' 2 Anthem 0 1 15" Min. O.C./ F.CIIo (Fig. 6): 24016 196104 10616 22516 445 Y» 62216 135159 14016 17716 370 Me 3501b WA WA WA WA 19016 WA WA 234 an 33216 591 I6 NIA WA Wq NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 3. • FIGURE 4. • FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • O I • • • • • TABLE NOTES. --163 I6 21016 280 A, I ( 326 b 42016 660 81* 4NCHOR 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 WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 1.000" j- - 2.000" 1 I .125" 7777]! 1" X 2" X .125" MULLION N 0 - M f0 • X N (/) O X < O Q• ..� Z PRODUCT IOEVISI)D 1a cumplymg with Me Florid* Building Cede Acceptance No IS 06�iration Dom / % Mi: By ,11111111 �//, X1'2` . '4OENS0 -. 'P Q : * No 58T05 FAWN i�.0 FLOR(OP- -O- '•,�SS�ONA� A. LY�JN MILLk'R, FL P.E.# 58705 TABLE 2A Mie in,. 1 (/)p1 Ol Tnbl_e Mx/WI Opening Width (tor vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 60 In 601n 70 In 601n 90 In Rectangular Trap/Triang 1 x 2 x .379 Loading Loading Alu 6 A Reclan921.1 Trap/Mang. Loading Lo.dm9 100 in 120 In Reclangulor Tr.p/Tn9n9 Rao/an9Wa Trap/Tdanp Rectaguler Trep/Tn4ng Rectangular Trep/Tluatg Rectangular Trep/Tneng i Loading Loading Lording Loading Loading Loading Loading Loading Loading Loading 140 in Rectangular TraplTdag Loading Loading 160 In Rectengule, 7rapf7nan9 Loading Lo.ding u0Tnbe 42 11 c 170 0 11 IC i 620 §fi 9 170 0 /i t' aI 435 151 3 ii II 682 1 t' o 170 0 Ip I 0 8 3Bo 476 1 129 7 It i '' a i'g 882 170 0 It I it yip '1. I i' a is arc 508 113 5 662 169 5 Ix I it I 1' .,z !E. a 518 4 100 9 662 It I I` 1 ' gE¢ is 1�. 6. S °� 3 168.9 517 4 90 8 682 168 9 It l i n g as �o 697 4 75 7 i8 i 682 i t SC 169 9 t 1 la It t 1 �I1 11 11 l i 11 i py y a ice. <& �. <d 2 i 517 64 9 662 168 B 517 56 7 862 166.9 t 11a arc 517 48 In 60 876 h 121 6 /03 7 607 466 136,0 114 8 419 379 101.4 861 507 456 119 2 98.9 410 68 9 507 769 1 458 106 7 BO 5 403 76 0 507 102.6 456 Bt 6 309 67.6 607 360 67 6 456 99 6 397 1 80 6 81 3 357 61 8 577 458 99 0 396 50 7 43 2 507 456 09 0 80 0 398 43.4 507 99.0 396 38 0 607 356 37,0 456 80 D 358 32 4 468 09 0 80 0 396 350 371 384 64 B BO 0 356 54 In 65 4 400 93 3 336 71 2 400 80.9 328 61.0 400 72 7 322 63 4 400 67 3 319 47 5 400 (54 0 315 42.7 400 62 3 314 35 6 26 0 400 324 204 61 a 40 5 33 6 29 0 313 30 6 400 61 6 313 26.7 400 61 9 40.6 35 4 313 259 230 60 In 62 3 324 86.9 278 61 9 324 57 5 270 44 5 324 51.2 284 38 9 324 46 9 260 34.6 324 43 9 267 31 1 324 42 0 255 253 22 2 324 145 5 253 19 6 324 03 In 53 8 294 67 4 252 44 8 294 266 49.2 246 36 4 294 43 5 241 33 6 294 39,8 237 29 9 294 37 1 234 26 9 284 35 2 232 22.4 230 19.2 294 33 4 230 10 6 224 66 In 46.9 286 49.0 230 39 0 42 4 225 33 4 268 37 6 221 29 2 266 34 1 218 26 0 260 31 6 216 23.4 268 29.8 22 1 18,4 212 180 163 19 6 268 210 16 7 268 27 7 209 14 6 268 27.7 209 721n 76 In 36 0 30.6 226 202 37 9 32.0 196 177 30 0 20 0 225 202 192 32 2 2742 26 1 191 173 165 25 7 21.9 20 2 226 202 192 2a 4 23.9 22 0 188 22 5 170 19.2 226 25.8 202 21.6 196 20 0 225 167 17 0 202 23 6 19 7 182 166 157 16.0 115 3 14.2 225 202 15 0 12.8 226 202 20 3 16,7 177 12 9 225 19 6 176 11.3 226 160 10.9 202 15.9 168 9 6 202 19 6 15.8 14 2 176 158 150 781n 20 3 192 29 6 16B 123.6 162 17 7 102 10 7 159 15 7 192 16 1 192 16 0 155 11.6 192 15 2 152 101 192 14 4 150 6 9 192 90 ,n 1a 6 144 19 0 128 I4 15 4 144 16.1 128 96 In 16.2 127 16 B 113 TABLE 2B Anchor Clip Patterns Anchor Capacity Table(Ibal 3 65 rtnnr 9u5.1rste' 2 71, C00ere1e Anchor Type 1 3/18" Elco Ultr.con I 1/4" Eleo 019000on Edge Distance 001 1" -27is• 1 ',i, 2-112' Embedment lin): 1-3/4" - - 1.3/4" -- 1-3V" --1-3/4" 2 Ane0Grs Q 4.75" dn. 0 C / Sl.nderd or Opel 0119 (F19. 1)' 39015.9 390199 450199 89015. 1644 )80 2701d 280194 4 Anchors 0 1 16" Min 0.0 / 59.06. d (or Offset) alp (FI9 2): 480169 70015. WA WA WA WA 380199 4 Anchors 0 3" Min 0 C. / (2) 246 Angle Clip. / (Fig 321 78015. 780 )81 1 680 lbs T 15601bs 1696 IQs 640199 - 660 )90 I 2 Anchors Q 046" Min O C / U -CMP. Into 1/13" Alum (Fig. 43y WA N/A 1N/A ' 1 WA . - WA WA ' . N/A 1 Mad/ / 01319 (1-19. 6): 1961, 19615. 22515. 44619 871169 130)6s 14016. 2 Anchors Q 1 15" Min 0 C / F -Clip (Fla 61: 24015. 360199 r WA WA WA WA 190159 Hollow CMU Filled CMU PT Wood M.W Nur Elro 1/4" SS Elco 6118' 1/4" &S Pao 810.01.1 3/te" Eno Mr/mon 1/a' Elco Ullman Lauer.Lauer.ApprcDela Utra06n con AgproGelw Bond (05) 9-1/8` i` 2-112' f 2-1M1 2' 3-1/8" T 0.40" 2" 1-1)4' 1-111' 1.1/4' 1-1/4" 1.114" 1.1/4'--- 7' 1-3/8" 354 Id WA WA WA 177 199 740 (83 WA 7601b. WA 3701, 48815.. WA 93616. WA 234 I5. WA WA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • O FIGURE 3: • I I • • FIGURE 2. • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: • • 0 • FIGURE 6: • • • TABLE NOTES: 684 169 WA 860)5. N/A 332Ib. WA 1182161 326160 WA 2364 )59 WA 691 15. WA 812 Steel 812 Steel Screw (05) Screw (09) 0 64` 0 324" 1-3/8" (eel note 4) 420 )59 660 W 652 l83 662 lbs WA 16915.. 326 Id 840169 84016. WA 21016s 420 //0 1120 910 1120 lbs 716 16. 200 I, 560 I/O ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF') x r 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/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 A30, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000" j-- 2.000" .375" } 1" X 2" X .375" MULLION cc c0 PRODUCT RI/V).YI/V 015001915008351(61116 Florida Building Code Acc p6.ICC No 9-0 notion Date ,0111111////. O,( LYNN 4,f/z'0%. ��,.\CENSE '•.F'P Q• */ * No 58705 a � 11 \ EOF w'C�.'•.,FL0R/1? �: SS�ONA� Ea,' A. LYNIsiMIMR, P.E. FL P.E.# 58705 TABLE 3A 1x 2.75x .3 50 In Roc/499)4m lnadng Trep/Trlen9 Loading 50 In Rectangular Tmp/Tnerp Loadkla loading ton C: pacita Table eh1:11121 Opening Width (for aerticaly-apannlrg mullion) or Opening Hell5ht (for horizontally -spanning mullions) 70 in B0 In 901n Re8len9uler Trep'Tnan6 Rede15/491 Tien/Mang Rectangular Trap/Mang Loadl09 loading Loadna Lowing 1.949,r8 load) 100,0 120in Rectangular Tom/Mang Recta/mu/4r Trep1Beng Loadno Loadlnp Laadln3 10401iw 140 in 180 In Reclenpuler Trap/Trlang Rectareuke TraplTneng 10.4159 Loadn Loe4lnp 10.0/1 1u/Yon pp� iS 3 3 _ <rc 11 111 I E l arc i3 r la-igAiig 1111 do rc 11 < f 7 a 4'"- 1 s1q i€ ao; -t r 4 a-4 Aa- 11 11 11 3 E ,f 2 arc 3.. .P .. 4a-4 a 1 ;Lt 11 -- 1 11 F Z-' 4a4gai44- 1 11 < lig 11 11 arc 14 t 11 ;I ii i zo t• `_� i c i io 1 111 i li li 42 In 170 0 820 170 0 435 170 0 744 170 0 470 170 0 808 170.0 506 170.0 002 170.0 619 170 0 1116 170 0 521 170 0 1240 170 0 621 145 7 1301 170.0 521 127.5 1301 170.0 521 111 6 1301 170 0 521 40 In 170.0 708 170 0 524 170 0 86D 170 0 584 170 0 992 170.0 630 170.0 1133 170 0 851 151 B 1139 170.0 677 136 6 1139 170 0 600 113 9 1139 170 0 680 97 8 1130 170.0 600 05.4 1139 170 0 880 50.525 In 170.0 747 170 0 583 170.0 896 170 0 631 187 8 1032 170 0 684 140 8 1032 1700 723 130 6 1032 170 0 747 117 4 1032 170 0 756 97 9 1032 170-0 766 83.9 1032 170 0 756 73 4 1032 170 0 756 54 In 170.0 797 170.0 812 161.3 907 170 0 661 138.2 907 164.7 730 120.9 907 152 5 720 107 5 907 146.0 714 96.8 907 141 1 710 80 8 907 140 0 709 891 907 145 0 709 60 6 007 140 0 709 50 91 141 1 735 151 6 625 117,6 735 130 3 811 100 8 735 116 0 590 84 2 735 106.2 590 78.4 736 09.5 583 70.5 735 95 1 578 66.8 736 91 6 574 50 4 735 91.8 574 44.1 735 91 8 574 83 N 121.9 656 130 0 670 101.6 065 111 5 667 87 0 668 98.9 547 76 2 588 90 1 535 87 7 586 89 9 531 60 9 666 79 5 528 60 8 568 76 8 521 43.5 008 75 8 521 38 1 068 75 6 521 06 M 106 0 807 112 4 522 86.3 I 607 96 1 611 76.7 607 85 0 501 60.2 607 77 1 493 58.0 607 71.5 489 63 0 607 87 8 481 44 2 807 63.4 476 379 607 82 7 474 33.1 607 82.7 474 72 in 51.5 510 86 8 443 68.0 610 73 0 434 50 3 10 64 3 426 61 0 510 57 9 419 46 4 510 53 3 413 40 B 510 50 0 408 34.0 510 46.9 402 29 2 510 44.4 399 25.5 510 44 3 390 761n 60.4 458 72.5 400 07.8 450 81 7 302 49.6 458 54 1 385 43.4 460 48 0 378 30 6 458 44 8 373 34.7 458 41 6 380 28.9 458 37 7 362 24 5 458 35 0 359 21 7 458 36.7 358 75 In 64 2 435 67 0 381 53 5 435 56 9 373 45.9 436 4913 388 40.1 436 44 7 360 35 7 436 40 9 356 32 1 436 38 1 351 26 5 435 34.4 344 22 9 435 32 8 341 20 1 495 32 2 340 90 In 41 0 327 43.1 290 34 8 327 38 4 285 29.9 327 31 8 290 28.1 327 20.3 275 23 2 327 25 7 271 20 9 327 23 7 208 17.4 327 21.0 282 14 9 327 19 3 258 96 In 34 4 287 35 4 257 28 7 207 29.0 252 24.6 287 26 0 248 21.5 207 23 1 244 19 1 287 20 9 240 17 2 287 19 3 237 14 4 287 18 9 232 108 In 24 2 227 24.7 205 20.2 227 X1.8 201 17 3 227 10.0 198( 16.1 27 16.0 195 111M 223 216 227 194 1e6 215 191 191 159 215 16.8 188 121 In 17.8 104 17.9 187 TABLE 3B Anchor Clip Pallerna 5009trele I Anchor Type' D19tanoe (nl. 2 7k Concrete Anchor CanasI(y Table tlba_1 �:,r°° an 3 6k rime 3/16' Elco Unman 104" Elco Ulraton 3118' Elco UlllaO on Qp (719. 1): 390158 390159 450164 Ma lb, 164415. . i701hs 260 / - _.4 Ed99 1" 2.1/2' 1" 2-112" 3.1/0• t" 2-t/Y 1' 2-117' Y 3.1/8' Y Em5.dn.M (90;11 1.304" 1-374" - 1-34' 1-Y4 2' 1-114' 1-114'- 1-1/4- 1.1/4" 1-1/4' 1-1/4" 2" 2 ArtChore 4 76" MIn. O.0 /Standard or Ob•1 C6 IDs 364 158 740168 409 158 664 Ib 1162168 4 A56/,05s 40 1.15' MIn 0.0 / Standard (or Offset) Clip (Fig. 21.1 480154 700168 WA WA WA 1 WA 300164 WA WA WA WA WA 652119 4 Anchors 3" MIn. O.C. I 2x6 Angle li 'T ""'- (2) nate CMpa / (Ftp 3)' 780168 ]BO 15. 6BD ba 1600 Ib Jr 1999 Ib 640109 jI 660168 WA 7801684 936154 IJ 860 I6. 2384 I5. 852 9a 2 Anchors @ 0.46' Min. O.C. I ll4:gp, into 1/0" Alum (FM 4):B N/A WA N/A 1 WA I WA WA I WA NIA WA WA 1 WA WA WA 1 Anchor /F-C9p(FI9 6) 195158.,1 196109 1 226169 1 446169 1 82216. 1 135169 ) 140168 r 177 lbs 1..370168 234 lb 1 332158 , 591169 I 18315. 2 Anchor (♦@ 1.16" MM. O.C.I F -CSD (Ftp d): 240168 35015. I WA I WA ' N/A WA I 190168 1 WA [ WA WA ) N/A WA 329 158 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Hollow emu 1/T Elan Ullman Filled CMU PT Wood Metal 1/4" 50 Elco 6118" Elco 1/4" 66 Eloo 510 Steel 812 Steel 612 Sled 699reGalor Ullracon 6095.0etar Screw (06) Sere. (06) 961.91 (05) 0.46' 1.398' 326168 0 64" 1-3/a' 420154 840 lbs 940169 WA 210 lbs 42016s 0 324" pee note 4) 660 168 1120169 1120164 710158 200168 560168 FIGURE 1. • 0 FIGURE 3: • FIGURE 4• • • • O • FIGURE 2. • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5' O FIGURE 8: • TABLE NOTES. 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 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, ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 A96. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2.750" 1.000" I- .375" 1' X 2 75" X 375' MULLION CO 0 J W2 CC a co 0 40 Z aWg 5 I• Q (n X• 1Z�� wN W cN () < X < .E -LLL N ^d PRODUCT REVISED OS complying with the Florida Pudding Code Acceptance No I: p IrmiunlMto ,,1\)111111//, N , LYNM/!!<c0 sr .. JCE NSf ''. * 'fie :' No. 58705 * /L ;STAOF�`. a U1en‘ n . 9Z By Miam Dade Product T�(. '• . 'LORI0P. ' Gc: ]'76:79,ONAL A. LYI(1N MILLER, P.E. FL P.E.# 58705 TABLE 4A 50 0, Mullion Caoacltv Table ('b6/h11 Opening WIdth (for oergcally-spanning mullions) or Opening He pint (for horizontally -spanning mullions) 60In 70 in 80 in 909 100 in l 1201n 1 % 2.76 x R601905ubr Trap/Thew Rectenpuler I hap7Tr,ar9 I Rectangular I Trap/Trieng Loading 108978 loading I 102006 Loading Loadln9 .650 Alum, ' Tu Mulhion S $ , ' 14- r chill g 189$5 1141 7 <K c rc '�S 21c 3: <or S 42 in f 1700 620 1700 170.0 708 1760 48 b 1 so 826 In 170 0 747 5415 170.0 797 80 1n 170 0 885 891n 1 151 8 830 661n 1321 757 140 0 Rectangular TrapRnang Reoiangul. TraWTe4nn Loedb9 Reclar9ular Trap/Tneng. i Rectangular Inmanm9 Loafing Loading Loe4ng Toadng Lalling I Load,ng Loafing it 436 1700 744 524 170 0 850 170.0 478 1700 563 1700 696 170,0 612 170 0 956 170 0 161 9 721n 1017 6 08.8 781n 86 5 671 90 4 78 in 1 80.0 542 63 4 701 146, 5 915 182.3 761 125 5 915 144 5 745 710' 128 51 630 1369 894 108 5 830 123 2 581 650 110.0 757 119.8 636 94.3 767 1056 624 552 84 8 838 91 0 540 72 7 636 80 1 530 498 721 571 76.6 488 61 571 87 4 479 474 52.1 381 09 4 407 45 4 355 37 2 407 + 99 1 465 170 0 831 170.0 601 1700 958 170.0 1700 992 1700 1700 1016 170,0 684 1700 1116 1700 754 606 170,0 992 17001 619 700 111e 1700 521 590 170 0 1133 1-1-7;717 661 170 0 1275 170 0 677 170 0 170 0 1196 170 0 723 182 8 1286 170 0 747 148 3 803 133 9 1130 170 0 837 120 8 1 140 in Rectangular Loading 180 in Trap/Tnang. Rectangular Tlup/Tdang Loadn9 Loading Lo.9ng < 0: 31 < K St c . tE I- 170.0 c 170.0 1240 170 0 521 170 0 1488 170 0 521 158.7 1620 170 0 001n 1 521 407 537 9891 1 42.9 350 441 320 358 356 i 372 314 307 358 324 1507 1130 1099 215 04 9 830 825 757 63 9 836 1700 1323 112.2 961 722 1417 1700 1286 1700 1130 170 0 680 758 858 521 138.8 1620 170.0 521 1417 1417 170 0 680 121 5 1417 170 0 660 108 3 1417 170 0 880 121 9 1288 170.0 756 104 5 1288 170 0 758 01 4 1286 170 0 756 100.5 1130 170.0 601 88 1 1130 170 0 861 75 3 1130 170 0 881 735 97 6 015 123 9 726 87 670 84 4 830 104.6 682 75 757 891 806 65.0 521 58 5 636 88.5 514 50.9 614 794 54 1 500 340 32 5 309 26.8 108 in 1 30.1 283 30.8 255 111in 278 267 289 242 251 283 1 25.0 261 21.5 23 1 267 23 8 238 198 283 267 22.5 20.6 247 186 235 17 3 571 808 542 56.7 471 480 571 555 404 432 449 44 4 542 61 0 442 40.0 915 118 5 720 73.2 015 114 4 715 62 8 915 114 4 716 54 9 915 114.4 716 830 90 4 656 83 3 530 94 5 849 54 2 830 94 1 610 47 4 890 94 1 649 757 84.2 000 55.0 757 79 0 593 47.2 757 782 591 41.3 767 78.2 591 838 82.3 508 42 4 636 57 2 1 500 36 3 838 55 3 497 31 6 638 66 2 497 571 51 6 450 38 0 571 47 0 1 451 30 0 571 44 8 447 27 0 571 44 5 448 542 47.5 437 33.3 542 42 0 429 28 8 542 40 8 425 25 0 542 401 423 322 16.3 407 23.0 319 407 1 35 3 343 28 9 407 92 1 336 28 0 407 22.8 334 21 7 407 20 1 327 16 8 407 24 1 368 28.8 304 23 8 368 28 1 300 21 5 358 24 0 296 17 9 958 21 0 240 16 3 358 19 2 289 19 9 244 16,7 283 16 0 240 151 283 18.5 237 257 16.3 231 15.4 267 18.6 228 120 in 22 0 229 22 3 209 18.3 229 18.8 205 15.7 229 6,2 202 TABLE 4B Anchor Clip Patterns Substrate: A809or Type: 2 76 0080,0. 3/16' Elco Utr.cos 1/4" Elco Ullracon 6116' El° 3/18" Elco Libman Ueracon 2-112" 1" -- -1 - Anchor Capacity Table Obit) ne 3.66 Co Edge Di.tance In),� 1" Embedment (IN: 1-3/4" 2 Anchors II 4 75" Mln. 0.C. / Slandald or 08601 OM (Fig. 1h 390 (66 39016. 456 b. 4 Ana.= I®1 15" MMI, 0 C / 81.0dard (or 011041) 0116 (F9, 2)' 480166 70016. WA 4 Anchors ® 3" MIS 0 C. / R) 286 Angle Gips / (FI9. 3). 780166 78015. 885 be 1580160 2 Anchors I)4 0.45' Mm. 0,0 / U -Clip, 100 1/8" Alum (Fig. 4): N/A WA WA 6y8 NIA 1 Anchor 1 F..6116 (AP. 5) 19515. (9615. 225169 i 44616. 922169 2 Anchor ®1 /5" MM. O Cl F -Glp (Ftp. 6): 240150 350166 WA WA WA Hollow CMU Flied CMU PT Wood Metal 114" Elco Ulracon 1/4" 66 Elco 5/16" Elm 174" S8 Elco 910 Steel 012 Sled 812 Steel Ag reGator 0/6.0on A09r.Gela Screw (05) Screw (G5) Semi (05) 2-1/r 3.1/6 P 2.1/T r - 2112' 7' 3-1/8" r 0.48" 054" 0.324' 1-3/4" 8-1/4" 1-1/4" 1.1/4" 1-1/4" r 1-3/0' 1-3/' (me note 4) 6801b. 364.150 740180 488150 64116. 1182 Ibis 326 Ib. 42015. 58015. WA WA WA IgA WA N/A 65216. 0401 112010. WA 760 Ms 936 814 88015. 2364169 852 b. (8401' 112016. WA WA WA WA. WA WA 6818 71616. 17716s 37016. 23416. 332100 59115. 163180 21016. 2801b. N/A WA WA NIA WA 326 b. 420150 665168 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. .'Y 1-1/4' 1.1(4" 164111m 27015. 28015. 61/6 WA 380158 1896158 54016. 500 /54 WA WA 13615. 140189 WA 190 (69 FIGURE 1. • 0 (FIGURE 3' • FIGURE 4: • • 0 • FIGURE 2: • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6. o • I I • • • • TABLE NOTES 254 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_ ) 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 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 TI -IE 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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" t-- 2.7 2.7 .0" .650" 1" X 2 75" X 850' MULLION PRODUCT Rh, VISOU a8 crnuplying with the P1o714 Building Code Acceptance No ir81(1881)ale TABLE 5A 50 in 60 in Rectenguler Tag/Tnang Rectangular Trap/1ring Roc14ngul8, Trap?darg Rectangular Irma/Irking. R.cI. J r 1" x 3.126" x Loading Loading Loading Loading Lo.ing Loading Loading Loading Lcadrg Mullion Capacity Table (Ib.Rt'1 Opening Width (for vertroely-spanning mullions) or Opening Height (for horizontally spanning mullions) 701n 801n 00 In 100In Trap/T4arg Loading .600" Alum r F F F A b Tube Mull 1201n 1401n 1601n Rectangular Trep/Tner,g Reaang,ar Tmp✓Trlerg Rectangular TrapTnang Rectangular T1.5075arp toaJrg Loading Loading Loading Loading Loading Loading Loading #( 5 ' � s� a a � 11 z/pS o$ sc i a !^ �rc 0�rc L. Anchor Gip Patterns I[I 506trale. Anchor Type 2 76 Concrete Anchor Capacity Table (Ib.) 3 5k Conc. 3116' Elw U6racon U4' Elco Ulirarad 9116" EkoU6racon 3/16' Elco Ullrecon Edge 04Lance 30). 1" 2-1/2' 1" 2.1/2' 3.1/8•' 1" 2-1/T 1" 2-1/2" Embedment any 1-3/4" 1=3/4" -- 11.3/4" 1-3/4" 7 1.1/4" 1.1/4" 1-1/4" 1-1/4" 2 Anka. Q 4 76" Mk, 0.0 I StarMpd Glp fig 1)' 390154 390154 450 Me 690154 1644 I6. 270111. 38016. 364 154 740154 1 4 Anclan 01 15" MM 0.0 / Standam Glp (FIB. 2) 400 to I 700106 WA WA WA WA 38015. WA WA 1 4 Antal. ®' Min. 0 C / (2) 246 Angle CAPS (FIB 3) 78015. 1 780 to 680154 1 1580164 1 1896154 540 lbs 680159 1 WA 76016. 1 3 Ancien 0 0 45" Min 0 C / LI -C19, Imo 1/6" Alum (FIB 4)' WA 1 WA N/A N/A -1 NIA WA WA 1 WA WA I 1 Anchor / F -Clip (F16 5)+ 196154 1 185 ba 228 ib 445154 1 822154 1 135156 140154 1 177154 370 )09 1 2 Anchors 9$1 15' Mn O C / F-C/lp (Fig 6) $ 24015. ) 350 lbe-1 14/5 1 WA 1 N/A 1 WA 190154 1 WA • N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. lwrow5MU 1/4" Ow Ullman FIGURE 1: • O FIGURE 3. FIGURE 4: IIS• _ FIGURE 2: O • • • • I I • ANGLE CLIP MUST BE USED IN PAIRS FIGURE 5: FIGURE 6: • 0 I I I • • • • • Filled CMU 1 PT Wood Metal 1/4" 55 Elco 5/16• Elco 1/4' SS Elco 810 Stool 812 Steel 012 Steal Agp.Gabrl08nacm Ap9reOala 5.19. (06) Screw (G5) Screw (05) z' J 3.1/8" T 048" 054" 0.324' 1-1/4" 1-1/4" T 1-3/0 1-3/8• (aw rale 4) 488166 664 16. 1182154 328 to 420118 560 8.. WA WA WA 65244 840154 112015. 93816. 1 800 Ms 236415. 652 b. 840 PA 1120186 WA N/A WA 1 WA WA 1074 (be 23410. 35216. 551 154 1 163 k4 1 210159 280 )5. 05/6 -) WA WA 1 328154 1 420154 58088 ANCHOR CAPACITY ADJUSTMENT FORMULA: x ANCHOR CAP.,.,,,,,,,\ a 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 TIE 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. 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 0063-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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '-1.000"-I 3.7 (5" 1"X 3 126" X 5" MULLION (1" VF MULLION) PRODUCT R1iVISED Bcomplying with the Plorlda uilding Code Acceptance No E - ir65/ Tae. Nt' ado Produce Con \ON.( ‘-'fir 4/4/5.011 •�.• \CENSE * No 58705 73 v n30�f ▪ w; T.'•. FLOR/0P•' Gam; S/ONAL A. LYNN UI1LER, P.E. FL P.E.# 58705 421n 170 0 620 170 0 436 170 0 744 170 0 478 170.0 BBB 170.0 506 170 0 992 170 0 519 170 0 1118 170 0 521 170 0 1240 170 0 521 170.0 1488 170.0 521 170.0 1736 170.0 521 154.4 1802 170.0 521 465n 170 0 708 170 0 524 170 0 850 170.0 584 170 0 902 170 0 630 170 0 1133 170 0 681 170 0 1275 170 0 677 170 0 1417 170 0 880 157 7 6577 170 0 080 135 1 1577 170 0 680 118.2 1577 170.0 580 50 625 In 170 0 747 170 0 563 170 0 606 170.0 631 170 0 1018 170 0 684 170.0 1195 170 0 723 170 0 1345 170 0 747 170 0 1404 170 0 756 141 7 1495 170 0 768 121 5 1495 170 0 760 105 3 1495 170 0 756 54 In 170 0 797 170.0 012 1 170 0 055 170.0 691 170 0 1110 170.0 754 170 0 1275 170 0 603 166 1 1401 170 0 837 149 5 1401 170 0 858 124.6 1401 170 0 881 106 8 1401 170.0 661 93.4 1401 170.0 881 60 5n 170.0 885 170.0 701 1170 0 1063 170 0 797 158 5 1158 170.0 878 138 7 1168 167 0 026 123 3 1168 158 5 917 111 0 1156 149.7 910 02.5 1158 144.6 903 79.3 1168 144 5 003 00.4 1158 144 5 903 631n 170.0 930 170.0 745 1159 8 1049 170,0 850 137 0 1049 155 6 880 119 8 1049 141 7 646 108 5 1049 532 0 836 55 9 1049 125 5 828 79.9 1045 119 3 820 68.5 1049 1169 810 59.9 1049 118 9 819 p1 88 In 168 8 956 170 0 789 139 0 955 161.9 804 119 1 955 133,7 788 104 2 955 121 4 776 926 055 112 6 765 83.4 855 108 4 757 89.5 956 99.8 749 59 8 955 98 7 746 621 955 08 7 748 72 In 128 5 803 134 9 697 107.0 803 114.9 602 91 8 603 101 1 870 80 3 803 91 2 659 71 4 803 83 9 849 64 2 803 78 8 842 63 6 803 72 2 632 45 9 803 69 8 028 40.1 803 69.7 827 a 781n 109.2 721 1141 828 910 721 970 61e 780 721 85.1 606 683 721 785 595 807 721 701 586 54.6 721 85.4 670 45.5 721 59,4 589 390 721 588 584 941 721 561 563 78 In 101.0 684 105.4 599 84.2 684 89.4 72 2 884 78 4 578 83 1 884 70 4 567 56 1 684 84.4 658 50.5 804 509 651 42.1 864 54 1 541 30 1 604 51 3 538 31.6 604 60 8 534 00 In 65.8 554 87 9 456 54 8 814 57.3 47 0 514 60 0 440 41 1 514 44 6 433 96 5 514 40.5 427 12 9 514 37.3 421 27.4 514 33 0 412 23.5 514 90 4 406 20 6 614 29 0 409 86 In 54.2 452 65.7 404 1 48 2 452 47 0 390 38 7 452 40 0 390 33 9 452 38 4 384 30 1 462 92.9 378 27.1 452 30 3 373 22 8 452 26 6 385 10 4 452 24 2 359 16 9 482 22 8 366 1081n 38 1 357 38 9 922 31 7 357 32 7 317 27.2 357 28.4 312 23,8 357 25.2 308 21 1 357 22 7 303 190 357 20 8 29g 16.9 357 18.0 209 13 8 357 16 2 207 11.0 357 15 0 263 111 In 35.1 338 35.8 308 29.2 338 90 1 301 25 0 338 28 1 298 21 6 338 29.1 292 1013 338 20.8 285 17.5 338 10 0 284 14 6 338 16 5 278 12 5 338 14 8 273 11.0 336 19 6 260 120 In 27.7 289 28 2 269 23.1 289 23 7 259 19.8 289 20.5 256 17 3 289 18 1 252 15 4 289 18.3 249 13 9 286 14.9 246 11.6 289 12.8 240 0 9 289 11 4 238 8 7 289 10 4 292 Anchor Gip Patterns I[I 506trale. Anchor Type 2 76 Concrete Anchor Capacity Table (Ib.) 3 5k Conc. 3116' Elw U6racon U4' Elco Ulirarad 9116" EkoU6racon 3/16' Elco Ullrecon Edge 04Lance 30). 1" 2-1/2' 1" 2.1/2' 3.1/8•' 1" 2-1/T 1" 2-1/2" Embedment any 1-3/4" 1=3/4" -- 11.3/4" 1-3/4" 7 1.1/4" 1.1/4" 1-1/4" 1-1/4" 2 Anka. Q 4 76" Mk, 0.0 I StarMpd Glp fig 1)' 390154 390154 450 Me 690154 1644 I6. 270111. 38016. 364 154 740154 1 4 Anclan 01 15" MM 0.0 / Standam Glp (FIB. 2) 400 to I 700106 WA WA WA WA 38015. WA WA 1 4 Antal. ®' Min. 0 C / (2) 246 Angle CAPS (FIB 3) 78015. 1 780 to 680154 1 1580164 1 1896154 540 lbs 680159 1 WA 76016. 1 3 Ancien 0 0 45" Min 0 C / LI -C19, Imo 1/6" Alum (FIB 4)' WA 1 WA N/A N/A -1 NIA WA WA 1 WA WA I 1 Anchor / F -Clip (F16 5)+ 196154 1 185 ba 228 ib 445154 1 822154 1 135156 140154 1 177154 370 )09 1 2 Anchors 9$1 15' Mn O C / F-C/lp (Fig 6) $ 24015. ) 350 lbe-1 14/5 1 WA 1 N/A 1 WA 190154 1 WA • N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. lwrow5MU 1/4" Ow Ullman FIGURE 1: • O FIGURE 3. FIGURE 4: IIS• _ FIGURE 2: O • • • • I I • ANGLE CLIP MUST BE USED IN PAIRS FIGURE 5: FIGURE 6: • 0 I I I • • • • • Filled CMU 1 PT Wood Metal 1/4" 55 Elco 5/16• Elco 1/4' SS Elco 810 Stool 812 Steel 012 Steal Agp.Gabrl08nacm Ap9reOala 5.19. (06) Screw (G5) Screw (05) z' J 3.1/8" T 048" 054" 0.324' 1-1/4" 1-1/4" T 1-3/0 1-3/8• (aw rale 4) 488166 664 16. 1182154 328 to 420118 560 8.. WA WA WA 65244 840154 112015. 93816. 1 800 Ms 236415. 652 b. 840 PA 1120186 WA N/A WA 1 WA WA 1074 (be 23410. 35216. 551 154 1 163 k4 1 210159 280 )5. 05/6 -) WA WA 1 328154 1 420154 58088 ANCHOR CAPACITY ADJUSTMENT FORMULA: x ANCHOR CAP.,.,,,,,,,\ a 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 TIE 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. 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 0063-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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '-1.000"-I 3.7 (5" 1"X 3 126" X 5" MULLION (1" VF MULLION) PRODUCT R1iVISED Bcomplying with the Plorlda uilding Code Acceptance No E - ir65/ Tae. Nt' ado Produce Con \ON.( ‘-'fir 4/4/5.011 •�.• \CENSE * No 58705 73 v n30�f ▪ w; T.'•. FLOR/0P•' Gam; S/ONAL A. LYNN UI1LER, P.E. FL P.E.# 58705 TABLE 6A 1 Al 1 50 In Mullion Caoacity Table 1lb.Mt°) Opening Width (for vertically -spanning mullions) or Opening Height (for horizonlaly-spanning mullions) 60 In 70 In 80 In 1 90 1n 100In 120 0 140 In 1601n Rectangular Trop/Trian9 4 a .126 LoadIn% Loading Mullion Y pp ill Fi s1 h' g i8 Reclangulx Tap/Tnarg Loadin5 Loading i'i Y g5 11 1 s it Rectangular Trep/0org Loading Loading �,.._ g Y g SSpp : g d iG it ill di Rectangular Trapr6nang Rectangular Trap/Tnan9 Reclagular Trap/Meng Rectangular Trap/Tseng Loading Loading Loading Loading Loading Loading Loading Loading z F F i F F g Y g Y #w Y ii B @ 104 § 'd ;y E Sy g$ yp q@ *g� iS ii 11 11 ill id i i& i1 d iB k it dl ii Rectangular Trop/Meg RecIanpuler Trap/Mang Loading Loading Loading Lauding �_ = F g Y f" G $ p5 Y$ 5 �3 G '1 it i6 1& 1 8 iB li Yy d 42 0 170.D 820 170 0 436 170 0 744 170 0 478 170 0 868 170 0 500 170.0 992 170 0 619 170 0 1118, 170 0 521 178.0 1240 170 0 521 170 0 1456 170 0 521 146 6 1469 170.0 621 127 8 1489 170 0 521 46 In 170 0 708 170 0 624 170.0 850 170 0 584 1170 0 992 170 0 830 170 0 1133 170 0 eel "170 0 1275 170. 13 1303 170 0 880 130.3 1303 170 0 680 111 7 1303 170 0 680 97 7 1303 170.0 660 60 625 In 170 0 747 170.0 663 170 0 896 170 0 631 170 0 1048 170.0 664 170.0 1195 170 0 723 166 1 1235 170 0 747 140 6 1235 170 5 756 117 1 1236 170.0 766 100.4 1235 170 0 756 87 8 1235 170.0 750 64 In 170 0 797 170.0 612 170 0 056 170.0 691 170 0 1116 170.0 764 154.4 1158 170 0 803 137.2 1166 170 0 837 123 6 1156 170 0 866 102,9 1168 170 0 661 59 2 7158 170 0 061 77 2 1158 170 0 661 60 In 170 0 885 170.0 701 188 7 1042 170 0 797 142 9 1042 161.1 832 125,1 1042 146 7 815 111.2 1042 135 6 801 100.0 1042 190 2 701 83.4 1042 125 1 762 71 5 1042 126.1 782 82 6 1042 125 1 782 63 In 170 0 930 170 0 745 151 2 992 163 6 818 1129 8 992 144.4 795 1 113.4 992 ' 131,0 "" -'"' 992 121 4 768 ,90 7 992 114 6 758 75 6 992 108 4 746 64 8 902 108.0 744 56 7 992 108.0 744 86 In 185 4 947 170 0 759 137.8 947 148.0 786 ' 116,1 947 130 3 766 109 4 947 117 7 947 106 7 738 82 7 947 102 2 58.9 047 96 1 713 59 1 947 94 0 711 61 7 947 94 0 711 72 In 135.9 899 142.7 737 113 2 549 121 6 722 97.0 849 108.9 706 64.9 849 964 698 75.6 049 66 7 688 67.9 699 82 7 876 56 6 840 76 3 859 48 6 849 72.6 652 42 5 849 72.4 651 76 In 115 6 762 120 7 886 96 3 762 102 6 652 82.5 782 90.0 640 72,2 762 80.9 629 84 2 762 74.2 620 67.8 762 60 2 613 46.1 762 62 6 802 41.3 762 69.9 597 36 1 762 59 4 695 78 In 108 9 724 111 4 634 69.0 724 94.6 621 176 3 729 82 9 809 66 8 724 74 4 699 59 4 724 -6571- 501 53 4 724 63 4 583 44 6 724 67 3 573 36 2 724 54 3 507 33 4 724 59 5 565 60 In 69.8 543 71 8 489 59 0 643 60.7 474 49 7 543 52 9 486 43 6 543 47 1 460 366 643 42,6 452 34 6 543 39.5 446 29 0 543 34 9 436 24 8 543 32 1 430 21 7 543 30.7 426 96 :6 57 3 478 66.9 427 47 8 478 49 7 419 140 9 478 412 412 36 8 478 38 6 408 31 8 478 34 8 400 28 7 478 32.0 396 23.9 476 2611 385 20 5 476 25 6 380 17 9 478 24 2 376 108 In 90.3 377 41 1 341 33.5 377 34,5 336 28 8 377 30 0 330 26 2 377 26 6 326 22 4 377 24 0 321 20.1 377 22 0 317 18 6 377 19 0 310 14.4 377 17 1 304 111 In 37.1 357 37.5 323 30 9 357 31.8 318 26 6 357 27.6 313 23 2 367 24.4 309 20.6 367 22.0 306 18 5 357 20 1 301 15 4 367 17 4 294 120 In 29.3 306 29 8 279 24,5 306 25.1 274 21.0 3D6 21.7 270 18 3 300 19 2 287 16 3 308 17.3 263 144 in 170 212 172 196 TABLE 6B .. AnchorC• 3Is EI ( Uhrecon Anchor Type: 3716' Elco UIIra8 Concrete4" Elco 08racce 5/18" Elco Capacity Table teal 2p lNlrscM Anchor Clip Patterns 1!I Edge Distance (1): 1" 2-1/2" T 1' 2-117 3-1/8' Embedment (in) 1-3/4" 1-3/4" - 1-3/4" -. -. 1-3/4" --2" 2 Anchors ( 4.75' Min 0.0 / SIendid 011p (Fi9. 1 or 2)'I 390 ib6 390 lbs 450154 890 Le 1644165 4 Anchors ® 2 25 MIn 0 C. / Standard Cep (FI9. 3).1 7001N 70016 58016 1410 I6 952166 8 Anchor, O 1.16' Min 0.C. / Standam C5p (Fig, 451 960 lbs 140016 N/A WA WA 4 Anchors IR 3" MIn 0 C / (2) 2s5 Angle Clips (FIs. 5). 780 IN 78016 9 00 164 , 178016 6 Anchors 0 3" kiln. O.C. / (2) 265 Angle Clips (Flo, 6): 117015, 1170159 102016 1 23401N 4 Anchors 0 0 45 Mo. O.C. / U-CIIp. Into 1/8" Alum. (FI9. 7): N/A WA N/A 2 Anchors ® 2.25" Min O.0 / F-Qlp (FI9 8): 35014 35016 28016 1 705159 4 Anchors ®1,15" Min 0 0 / F -Ole (Fig 9) 480 IN 70016 NIA WA 1-114" 27016 WA N/A 328616 64016 -... 284116 1 810 16 N/A ) - WA 478168 N/A 2-1/2" 1-1/4" 28016 68016 76016 56016 64016 N/A 280 (55 38016 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1 • FIGURE O • O 0 FIGURE 3 • • O O FIGURE 4 O • • • 0 0 0• O 0 0 0 1 0 O • FIGURE b. • • e el) ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • FIGURE 6: • • i • • • • • • • • FIGURE 8: FIGURE 9 0 0 • • FIGURE 7. • • • • Hollow CMU 1/4" Elco 131ricon Fiend CMU PT Wood Met 1/4" SS Elco 5/18" Elco 1/4" SS Elco 910 Sled 912 Steel 012 Steel A99reGebr Ullracon AdorerMo, Screw (05) 2" 0,48" T 1-0/6" 326 be 42016 6521Ge 840)b6 130416 168016 852104 9781N WA 326 I6 652 156 1" I 2-1/T 7 3.1/8" 1-114" + 1-1/4" 1-1/4' 1-1/4" 35416 1 740156 458 66 664 Ike 1182 lbs WA 1 63016-. WA 88016 WA WA 1 NIA 1 94/8 NIA NIA 708106 1480 ba -I 930 Ibt 1328 NM , 23819»: N/A 114015. 1 - 1904 104 132016 354616 WA , N/A 1 N/A NIA N/A TABLE NOTES: WA 1 31516 1 016 I 44016 _ 016 WA 1 N/A 1 N/A N/A WA Screw (05) Screw (65) 054' 0324' 1.16" (6046 note 4) 660 be 1120998 224016 840106 112018e 1260155 16801N WA 14321N 420156 5801N 840 /b6 112015. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPX(ANCHOR CAP.,,,,,,,,, )=ANCHOR CAP.,,. MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REOUIRED" 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 6063-75 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 .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. - -1 1.000" 4.000" 125" iriri l 1' X 4" X .125" MULLION ESISTANT ALUMINUM TUBE MULLIONS x 0 U x < Z 0 kcy I -19Tri(wcr ItlavlSL'U as complying with tho Fiori9. Building Code Acceptance No L 11Ire110n,0016 ole l(F ' ��.•'oCENSE • Q r k * No 58705 3011 W� ST TE OF G?: A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 7A Mu11IOn C61311609 Table IIN',Ht21 1 8 4 X .375 AIMuMon� 50 In 1 60 In 70 Rectangular Trop/Tnang 60018204/ Trap/ien° ^Rectangular Loading LoadingLoading Loading Loading c7I Ail lB 11 ;I 111111 !I ;1 1111 - - 1n I BO In Trep/74ar9. Recteng6lar TreWTnang Loedn9 Loading Loading i l f8 1 1111 1I 5111 .._....,._.._..__.._.., - 90 in I 100 h 120 in 140 in 160 In Rec4n9 1.1 TrpR4en9 ' rt,wo 9Jar Traphesng Rectangular Trap/Tdang, Rectengomr Trap/Tdeng 0 05.7 olar -trap/fang Loading Loading Loe61r9 Lowing Loading �$j' Loading Loading Loading Loafing Loeding f� l i i1" 0I 1 II 1 li I 11g I 1 Iil11i1 111111 111111HHIll111 11li 42 M 170 0 620 170 0 435 1-70 0 744 170.0 478 / 170 0 568 170.0 506 170 0 992 170 0 519 170.0 1118 170 0 521 170 0 1240 170 0 521 170 0 1486 170 2 521 170 0 1796 170 0 521 170 0 1983 170 0 521 48 n 170.0 708 170 0 524 1700 660 170 0 584 170.0 992 170.0 830 170.0 1139 170 0 681 170 0 1275 170 0 677 170 0 1417 170 0 660 170.0 1700 170 0 880 170 0 1983 170 0 680 151.8 2024 170 0 600 60 825 In 170 0 747 170 0 583 , 170 0 895 170.0 631 1170 0 1046 170 0 664 170.0 1195 170 0 723 170.0 1345 170 0 747 170 0 1494 170 0 758 170 0 1703 170 0 756 156 0 1919 170 0 755 136 5 1919 170 0 766 64 In 170.0 797 170 0 812 ' 170.0 954 170 0 691 170 D 1116 170 0 754 170 0 1275 170.0 803 170 0 1434 170 0 837 170 0 1594 170.0 866 169.9 1790 170 0 861 137 1 1799 170.0 881 120 0 1799 170 0 861 60 in 175 0 696 170 0 701 170 0 1063 170.0 797 1 170.0 1240 170 0 878 170 0 1417 170 0 944 170.0 1594 170 0 986 166 6 1619 170.0 1033 129 6 1619 170 0 1069 111 D 1619 170.0 1063 97.2 1810 170 0 1063 63 in 170 0 930 170.0 746 170 0 1116 170 0 850 170 0 1302 170 0 940 170 0 1488 170,0 1016 156.7 1542 170 0 1076 141 0 1542 170 0 1122 117.6 1542 168 6 1158 100.7 1542 167 9 1167 88 1 1542 167 9 1157 g 86 In 170 0 974 170 0 789 170 0 1160 170 0 003 170 0 1384 170.0 1002 160 8 1472 170 0 1066 142 8 1472 168.6 1146 128.6 1472 168 8 1130 107.1 1472 147 5 1104 01 8 1472 146 0 1104 90 3 1472 146,0 1104 j72 In 170 0 1063 170.0 878 170 0 1275 170 0 1009 1150 B 1320 186 2 5101 132 0 1320 149.9 1082 117.9 1320 137,8 1068 105 6 1320 128 8 1049 88,0 1320 117 0 1014 75 4 1320 112.8 1013 86.0 1320 112 5 1012 78 In 170.0 1122 170 0 937 148 6 1184 159,4 1013 128.2 1184 139,9 994 112 2 1184 125.7 079 89 7 1164 116,3 984 69 8 1184 107 6 962 74 8 1184 97 8 935 94 1 5184 93 1 927 36 1 1184 92 3 925 A 78 In 166.1 1124 170.0 967 138 4 1124 147.0 965 119.6 1124 129.8 947 103 6 1124 116 8 931 92 3 5124 1056 918 83 0 1124 98.6 006 89.2 1124 89 0 890 59 3 1124 84,3 881 61.9 1124 83.2 678 90 In 106 1 644 111 5 750 00,1 044 04 3 736 77.2 844 82 1 724 87 6 444 73 3 712 601 844 66.5 702 54 0 814 6/ 4 093 46,0 844 641 878 58.8 844 60 0 688 33 8 844 47 7 882 96 In 89 1 742 91.5 643 74 2 742 77 2 662 69 8 742 87 2 641 66 7 742 59 8 631 49,6 742 64 1 822 44 5 742 49 0 814 37.1 742 49 6 800 91 8 742 39,6 590 27 6 742 37.6 504 108 In 6215 566 63.9 530 162 1 588 53 8 521 44 7 588 46 8 513 99 1 586 41 4 606 34.8 588 37,3 498 31 9 568 34 2 492 26 1 686 29.6 481 22.3 586 20.6 472 19.6 586 24 7 408 151 In 57 8 555 60 8 503 48 0 555 49.5 495 41 2 555 42 9 487 38 0 555 98.0 480 32.0 555 34 2 475 28 8 655 31 3 467 24 0 556 27,1 467 20 6 556 24.3 448 18 0 555 22 4 442 120 In 46.8 476 46.4 433 59 0 476 59 0 428 32.6 475 33.7 420 28 5 476 29.8 414 26 3 475 26 8 409 22 8 476 24,6 404 19.0 475 21 1 395 16 3 475 18 7 397 14.3 475 17 2 381 144 in 28 4 330 26,7 305 , 22 0 330 22,4 301 18.9 330 19 3 207 16 6 330 17.0 293 TABLE 7B Anchor Clp Patterns 1 Substrate MChOr Type Edge Distance 6n). Embedment (m). 2 Anchors ®475` Min O.C. / Standen( cup (Fig 1 or 2): 4 Anchors Q 225" Mn 0 C / Standard pip (Fig. 3).E 8 Anchors Q 1,15" Min 0 C / Standard Clip (Fig. 4j' 4 Anc0om Q 3" Min. O C / (2) 2x5 Angle CDps (719 5) 6 An011019 Q 3" MIs 0.C. / (2) 2x5 Angle Clips (Fig -6) 4 AnCI1019 Q 0 45 Min 0 C / U -Clip, into 1/8" Alum (Fig 7) 2 Mchols ® 2 29' Min. O.C. / F -Clip (Fib 8)' 4 Anchors Q 1 19' Mon. 0 C / F-Chp (Fig 9) - AnchorCep ac Hy Table (Ib•1 2 71. Commie 3.6kCwc Hallow CMU 3116" Elw UllrecwI1/4" Elco U6recw 81U18" lr co 3/18' Elco UOrecon 1/4' Elco Utrecon 1" 11/2" 1 1" '_ - 2-1/2" 3-1/9' 1" 2-1/7' 1-3/4" 1.3/4" I 1-3/4" 5-3/4' 2" 1-1/4" 1-1/4• 390 lbs 390163 1 450166 890163 1844 lbs 700 (08 700108 1 680196 1410164 932168 1 960 bs 1400 lbs 1 N/A N/A 646 1 760 69 78010. 1 900164 1780 lbs 3288 61 1 11-70189 ' i170 lb. 1-102016. 2361691 2844 60 1 WA WA 1 NU N/A 1 WA 1 35016s 350 b9 1-29-0164-- 705100 1 4761M WA 1 280601408 480100 700100 1 WA ( NIA 1 NIA 69A1 3806. 1-1-81/A 1-1(4" 27010. 260164 354163 NIA 58010. WA N/A 760165 N/A 640164 500 be 708 lbs 61016. 840lbe N/A N/A 14/6 r WA NOTE- FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1 FIGURE 2: • 0 0 ° • FIGURE 5. • FIGURE O • • 0 0 0 • • FIGURE 6. • • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. FIGURE 4 • • • • • • • • FIGURE 8: FIGURE 9 O 0 • • FIGURE 7' • • • • TABLE NOTES: 2-1/2` 1-1/4" 1-1/4" 1.1/4' 740163 1 468163 664164 6308,8 N/A 880 lbs N/A WA N/A 1180100 038100 1328164 1140 1,. 1404163 1320 )64 WA N/A I N/A 315 lbs 0 M 1 440 lbs WA I N/A 1 N/A Filed CMU PT Wood Metal 1/4" SS Boo 5/16" Eko 11/4 SS Elco 810 Steel 912 Stool 912 Steel Ag9re09tor Ullracon 69)1.0.101 Screw (G5) Screw (G5) Screw (G5) 2" 3-1/8` Y 0,46" I 0.54" 0,324" 2" 1-3/8" I 1-3/8" (see n00.4) 1182 lbs 328(63 420 700 560 be WA 65216. 840 It 1120163 N/A 1304 lbs 1880 89 2240109 2361101 652 Ibe 840169 112019 3548168 978 139 126060 1880163 WA N/A WA 1432100 0lb. 32810s 420 Ib, 660164 WA 852 IM 840169 112019 ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. ,,,,,,,,,, (DP,)K( ). 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 6063-15 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' 4.000" + .375" 1-5 4' X .375" MULLION pij In a,'� z 0 7 M CCI W O - 03 M F 10 2 D __, Q 1 Z - Q a H m Z c4 0 M Dom LI.I x U x ¢ Q Z cL al to L r4 L PRODUCr REVISI?D 0 ttmlplyln9 with the Fbride 1ludding Cudo ' Acceptance ND) - 9f 9 Expir8UOroDM8 ?V �82� •/� BY. , i '07 ..,LL ' Mi91n 0940 P794OCI 7 ¶ 1 ll/1// ok. avNM/(�'/ �\��-•'\\CENSE- * N0.5805 O •' ST TE OF `jV\ ONAL X11\, A. LYNN 1u�ILLER, P.E. FL P.E-# 58705 TABLE 8A 1.25"k 3.155'• .266" Alum Tuba Mull 42 in II 40 in 60 025 In 54 in 6010 63 In 66 In 72 In 76In 76 In 00111 98 In 60 In Raclangulr Tre5/Tne15 loading 10.4115 1 1 170 0 620 170,0 I 705 17001 747 170.011 797 170.01 806 170.0 930 167,1 967 12871 804 109.4 1 722 101.2 086 515 660 64.3 453 36 108 in 36 1 358 39 0 I 111 In 35.1 338 35 0 1 120 In 27.8 290 26.3 16 1 201 16 3 946 1 170 0 435 00 in R.o24ngo6r To.plTdang i Loading Loading l II Mullion Capacity Table (Ibsl52) Opening Width (for vertically-spanrlirg mullions) or Opening He'ght (tor horizontally-so/114N mullions) 701n 00 in 9010 100 in Rectm9ular T5p/Mn9. Recon9144/ 7/43/15n9 Rectangular Tr6p71nan9 8ecle0guler TreWTnang Rectengul r Trep/Tdang Loading Loading Loading Loading Loading Loading Loading Loading 10.4109 Loading 120n 145 In 1 I 11 1 III 1 1 1 170 0 744 170 0 416 1700 666 170 0 606 170 0 992 170 0 619 1700 1116 170 0 621 170 0 1240 170.0 524 170 0 060 170 0 654 170 0 992 170.0 630 170 0 1133 170.0 561 170 0 1275 170 0 577 170 0 1417 1700 563 1700 596 1700 631 ' 170 0 1045 1700 064 1700 1405 0700 733 1700 1345 170.0 747 1870 1408 170 0 612 1170 0 956 170 0 691 170.0 1115 170.0 754 170 0 1275 170 0 603 163.1 1378 170.0 837 146.6 1378 170,0 701 i 170 0 1083 170.0 797 ' 158 9 1160 170.0 070 139 0 1158 167.4 930 123 6 1150 156,6 919 111.2 1160 170.0 745 1160.1 1051 170 0 650 ' 137 2 1051 156 9 862 120 1 1051 142 0 846 105 7 1061 132 3 637 96 1 1061 170.0 789 139 3 957 151 6 806 1119.4 067 134.0 790 104.4 907 121.6 777 82.0 1 957 112 8 767 83.6 967 004 116 2 684 191 9 604 101 3 671 60 4 804 91 4 680 71.5 804 84 1 I 660 64 4 804 722 97 2 618 76.2 722 85 3 606 564 722 70 7 698 60 6 722 70 3 1 555 54,7 722 685 69.6 586 72.3 665 78.6 577 83.3 656 70.5 688 56 2 685 54 6 1 580 60.6 685 516 676 449 1 47.5 515 501 441 412 516 447 434 308 516 40,6 428 330 515 453 47.1I 397 139.8 453 41.0 391 33.9 453 36.4 386 302 463 33.0 379 272 463 1352 598 1073 1144 830 912 105.6 600 II 04 4 467 54.0 404 46 3 323 308 284 les I /44 In TABLE 88 Anchor Clip Fatima Edge Distance On). 2 Anchors 0 4 751 Min O C. / Stendani Glp (F19, Ena.4m.n1 10: i 1). 4 600501 ep 1.15" Mn 0 C. / S1.nd*rd CI1p (Fig 2): 4 Anchors Ip 3" Min. 0.2 / (2) 205 Anal* Gip. 575 3). 4 Anchor* 120.45" Men. 0 C. / U.CIfp, n90 5/9' Alum (Fig 4). 1 Anchor 7 7-ClIp (Ng. 6): 2 Anchor1 161 Min 0 C. / F-CFp (F 6): 24015 NOTE: FOR THE OFFS CLIP. USE THE SAME ANCHOR 1700 521 1700 1406 170.0 660 164 8 1648 1700 766 1562 1486 170 0 669 122 3 1376 160.0 912 92.7 1168 125 7 030 80 1 1051 /06 8 769 69.6 967 78 8 643 53 6 004 56 5 550 45 8 722 50 1 663 42 2 606 37 4 422 27 5 615 30 4 1 2 Rectan9/491 7np/7nang Loading Loading III 1 i 11 ti 11 ti 1 170.0 521 170.0 170.0 680 132.7 180 In Rectangular 'p raTln.ng Loading 1090155 1 1 11 11 ;1 11 1736 170 0 621 161 6 1789 170.0 521 1546 170 0 080 516.1 1648 170 0 680 1700 756 1193 1988 170 0 861 104.8 1376 144.6 905 79.4 1168 119 5 622 08.8 1061 100 0 760 59 7 967 72 3 533 46 0 804 69.5 670 39 1 722 64 3 543 36 2 606 33.1 413 23 5 615 374 22.6 463 266 356 19 4 358 32.8 318 27 2 368 28 4 313 23 8 356 26 2 338 30 1 301 ,, 25 1 338 26.1 297 22 0 336 23 2 290 23.8 260 19.9 290 20.0 266 17.4 290 10 2 1 6ubalmle. Anchor Type: 2 7S Concrete 308 203 263 21.2 358 19 6 335 16.4 290 An .horcapacity Table (Ibs1 3.511 Corm 1 6/16" EIOo 2116" Elco Weapon Ullmann 3/16" 5100 UliracOn 1/4' Elco Ulbacan 1" 2-1/7" 1" 2-1/2" 3-1/8" 1" 2-152' 14/4" 2-]M" 13/4" ;lir Y 1.1/t' 1-1/4"390119 31016. 46016. 8d0'Iba 164419 2708. 260th 45015 700119 WA WA WA WA 38015 76015 76015 68015 1580 51. 1119815 54016. 68015 WA WA WA NIA 8)6 WA I WA 19515 19611. 22616. 44515 82215 13515 1/015 35010 WA N/A WA 6176-L19015 5ATTERN AND ANCHOR VALUES AS T E STANDRD CLIP. FIGURE 1: • O FIGURE 3: • • FIGURE 4: FIGURE 5- • • • • • O • O FIGURE 2 • • • FIGURE 6. • • • • • ANGLE CLIP MUST BE USED IN PAIRS 22.7 304 191 358 20.8 20 9 269 17 5 138 59 1 16.4 249 Ndloe CMU 1/4" EIoo Ullg0on 1 1-1/4" 35416. 1 WA WA 196 17711. I WA TABLE NOTES: 2-1/2" 1-114" 74015 196 700 I5 WA 37015 WA 300 , 159 358 180 293 286 1/4" 06 Elco 6/16" EI00 A99nOM01 0518con 2" 3-1/6" 1-514' 46816. NIA 93615 N/A 1-1/4" 064 15 WA 06015 WA 23415 33215 WA WA 170 0 756 104 4 1455 170 0 756 270 0 861 91 7 1376 170 0 861 144 8 906 69,6 1158 144,8 005 110 1 821 60 0 1051 119 1 621 98 (I 740 62 2 967 95.5 746 69 9 629 40,2 804 89 8 625 56 7 586 34.2 722 66 2 584 514 537 31.6 606 50.7 530 30 5 I 407 20.6 515 29.1 404 453 24 3 1 360 17 0 453 22 9 956 Flied CMU P7 Wood Mehl 1/4" SS Elco 610 Steel : 612 Steal 612 Stec AppleCN9 Stew 1016) Scam 4301 Su mw (C15) Y 0 46" 064" 0 324• Y 14/6" 1-5/6" Dun note 4) 11021.4 326 16 I 420119 560 16. N/A 80215 84011. 112015 2364/5 96215 6401b. 112015 N/A WA WA 143215 59115 16315 21015 28015 WA 32615 1 42015 58015 1NCHOR CAPACITY ADJUSTMENT FORMULA: (OP.) 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 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 8063-15 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 A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 3.138" 1---1.250" -1 /////// 265" 1 25" X 3186" X .265' MULLION (1-1)4" VF MULLION) z 0 J • t7� 8- w90 D- -17 M < Z N < < X z 9- Fl 121 coW X 2 < • < O a.< z ° 1 I� N N Pia/DMA' REVISED ea co055154 10 with the Florida Building Code ACCC1,118100 N6 P natio Nate Ry warn 46450 Product 11µ1111//ll/�, �10ENs * •- No.58705 1�0 S�EOG ", IO�3N,A�- A. LYNN MILLER, P,E, FL P.E.# 58705 TABLE 9A 2x4 x.25 Alum. Tube Mullion Y� J 60 in 60 in R.cl•n9u1•r Tnpilnang Red6nguei Tnp/Tneng Loading Loading , Loading Loa -ng la L ga MWlion Capacity Table (Ibsllt2) Opening Width (lot 9erticaly-spennir r mulions) or Opening Hight (tor honzonlally-spann ng mullions) 9eo in ' Recl•n9ul.r7 m Trap/Treng. R•etanpular Tr.p/hirn9. Loading Loading Loading Coaling 411 hg 1-11g1�E11I8 P f 5_ 8 F P� 6 � � � 11 n 11 Lir 21 421: 1700 506 170 0 992 170 0 90 in 100 in u Rectangular Trap/Mang Rra:tan9ulr Loading Loading Loading 42 in 1700 620 1700 435 ;1700 144 1700 476 1700 565 46 In 170,0 706 170 0 624 ' 170 0 660 170 0 564 170 0 992 50 626 in 170 0 747 54 In 170.0 797 80111 170,0 565 83 In 170 0 930 661n 170 0 974 7214 170.01 1083 760 170,01 1122 78 In 17001 1161 9010 170 0 1 1328 961n 1474 1229 170.0 030 170,0 1133 170 0 120 In 1 np'Tdang. Raatanaular Tr•p/Tderq Loading Loading Loedn9 140 in Rect•rauir 7rary7rbnp L.3. Load09 I I g$gJII p L g$$$ gy �g I 7 id 3 vim- <8 i 3 �8 1 <6 621 1700 1465( 1700 52) 170.0 1735 1700 521 680 170 0 1700 1700 660 170 0 1953 170 0 690 170.0 2267 170 0 660 9 0 519 170 0 1116 170 0 521 170 D 1210 till 0 681 17D.0 1275 170 0 677 170 0 1411 170 0 170 0 563 170 0 696 170 0 631 1 170 0 1048 170 0 664 170 0 1195 170 0 723 170 0 612 170.0 956 170 0 891 1 170 0 1116 170.0 754 170,0 11275 170.0 903 170,0 701 , 170 0 1063 170,0 797 ' 170.0 1240 170.0 876 170 0 1 1417 570 0 944 570 0 170 0 745 1170 3 1116 170 0 850 1 170,0 1302 170 0 540 170 0 1 1495 170 0 1015 170 0 170 0 1345 170 0 747 170,0 1491 170 0 1820 Rectangular Trsp/Tnmg Loadn9 Lo6a1ng 1 II 5 170 0 1883 170 0 521 756 170 0 1793 170 0 850 170.0 1 1913 1033 170.01 2125 170.0 170 D 1131 170.0 837 170 0 1694 170,0 996 170 0 1673 170.0 1079 170 0 1594 1771 1859 1700 1700 1700 1122 1700 766 170.0 2092 1700 756 1700 2191 170.0 755 170.0 881 170.0 2231 170 0 861 170 0 2650 170-0 861 1063 170.0 2479 170,0 5063 160.6 2660 170.0 1063 2231 170 0 1189 166 7 2551 170 0 1171 146,9 2553 170 0 1171 2338 170.0 1276 161.0 2437 170.0 1286 132,9 2437 170 0 1286 2154 170 0 1466 124 8 2184 170 0 1629 109 2 2164 170.0 1530 1060 161.6 1648 106 1 1990 154 0 1635 92 9 1960 152 7 1531 117.3 1473 99 2 1161 130.6 1459 86.9 1861 137 8 1454 89 8 1122 63.0 1396 62 7 1106 65 9 1395 78.9 1096 72.2 9033 52 7 1229 85 9 977 46 1 1228 52 1 967 49,0 796 370 971 44.0 762 32.4 971 408 771 44 8 758 34 1 919 40.2 742 29 8 910 37 1 732 170 0 789 1170 0 1169 170 0 901 170 0 1364 170.0 1002 170.0 1568 170 0 1086 170 0 170 0 878 170.0 1275 170 0 1009 11 170 0 1456 170 0 1126 170 0 11700 170 0 1225 170,0 170,0 937 170 0 1346 170 0 1060 1170 0 1570 110.0 1209 170,0 i 1794 170 0 1322 185 1 170 0 967 170.0 1151 170 0 1115 1 170 0 1611 170 0 1260 170 0 1842 170 0 1369 170,0 1144 1 149 1 1395 168,0 1219 127 8 1398 136 0 1106 111.8 1395 521 3 1179 151,6 1088 122 0 1229 127.8 1079 1 105.3 1229 111,2 1001 92, 1229 98 9 1044 105 In 103 5 971 111 in 9511 919 120 in 76 6 786 14411 437 546 TABLE 9B Anchor Clip Patterns 1753 170 0 1155 170 0 1946 170 0 1210 170 0 1913 170,0 1315 170,0 2126 1700 1307 146 5 1960 170 0 1421 146 6 1080 170 0 1505 123 8 1661 163.1 1500 1146 1396 101 6 1147 74 5 1229 62.4 1014 81 4 971 56.5 (155 43.1 871 910 51 6 774 38 7 910 152,7 1661 170.0 904 1308 110.2 019 1229 69,6 1055 677 663 071 890 682 740 971 772 649 647 1 9711 66.4 637 576 97.3 532 70 6 919 81 8 619 1 88 1 019 70 9 006 69.. 910 82 9 794 53 0 1474 137 4 1182 69 6 1029 73.7 871 616 826 51,6 919 68 7 784 17 7 1861 1396 1229 785 718 n 629 786 44.6 706 ' 63.9 780 66.4 696 472 786 49,4 1 686 41.9 44.2 604 1364 648 370 496 312 546 31,9 491 27.3 546 282 1 465 24.3 Substrate: 2 7k COnnete Anchor Capacity Table (b•) 3.5k Conn 5/16' Elco 0511.009 2.117 3.176' +" 1-3/4" 2" 1-5/4" 690154 1644110 270194 1466 ale 1424 •s WA 1944 lbs WA WA 1560 b 18181. �{q�? 2340 lbs 26441. 8 Ms WA WA WA WA WA WA 7432111 712 IA WA 7801. 9461. 2701. Anchor Typo 3/16' Elco Uleacon 1/4" Eko Utracon Edge 01.1.6106 g16 1" I 2-1/2" I Embedment On), 1-3/4" 1-3/4" 2Mclton416476Mln,0C I S,nI401C11p(F16136 2) 390113s 300 )94 4 Anchors 1 2,80 Min. 0.0 / SI•n0nd Clp (F19 3) 74016. 1 740 9n 6 Anchors ag 1.71..7 0 C. 15/717914 CClip(FIg. 4). 665194 Q050 /j dl 4 Anor• a 3" Min O.C. I R) 285 Angle Clips (F19 5) 1 78015. 7901. 6 Mona* * Q 3" Mln O.C. / 0) 286 Anglo Gips (F(Ft6). I 11701. 11701. 3 Anchors a 1 34" MIS O.C. / 0 -Clip, into 116" Nom (Fig 7) N/A WA 8 Anchors ® 064" Min 0.C. / Il -Clip, into 1/6" Alum (99 8): N/A N/A 2 Anchors ®2 88" MIS O.C. / F-C9p (Fig. 9).' 370 I. 37015. 3 A0011016 M 1 71" Min O.C. / F-COp (Fig 10). 390194 3901. FIGURE 1: • o o O 0 00 0 O o • FIGURE 5: I FIGURE 2: • 110 0 050 0 0 • O 98 0 0 • FIGURE 3. • • 00 FIGURE 6: • • • FIGURE 7' FIGURE B' FIGURE 9: FIGURE 10' 0• 00 00 • 0 • • 0 • FIGURE 4: • 00 • • •• • 1-3/4" 450118 630104 756 lbs 6801. 1020 Olt WA WA 31616. 340 6.6 • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. 788 444 677 37.7 786 40.5 668 31,6 706 646 25 3 479 21 8 646 22 9 474 18,2 545 14.9 653 27 0 788 31 0 641 23 6 786 26.4 631 10 5 464 15,8 646 17 2 455 13 7 648 15.6 446 I4d1ow CMU FINd CMU PT Wood 1 .MMM 1/4" SS Eloo 5/16" Elco 1/4'05 Elco 910 SI.94 912 Steal 01251894 Ag61.0slor UOncon AOOn0•lor Screw(C5)1801,0(65) 600,(05) 2-1/7 2" 1116' 7 046• ' 054" 0324" 1-1/4" 1-1/4" 1-1/4" 2' 1.3/0" 1.376" (*senate4) 7401. 44816. 69416. 1142 Ike 326199 420 les 560 Its I 686154 784(00 WA 880 16. NIA 652 15.940 )08 112015 I WA WA WA 87616. 12401. 1650199 740194 936199 561/11. 23641. 452 194 8431. 11201. 1 11401. 1404 lbs 1320). 35461. 978194 12601. 18801. 1 WA N/A WA WA WA WA I 1107411/,,+ 1 WA WA WA WA WA WA 1 214816 1 I 3461. WA 4401. WA 32615. 4209910 5401. 3801. 46615. 410 I. 11821. 32916. 420 918 5601. I CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 3/16" Elco Ullman 1/4" Elco Ullracon 21/7 1" 1.1/4• 1 1.1/4" 260610 1 36416* 8601. 1 WA 7051 o WA 660110 WA 540115 )0A WA WA WA WA 2001. WA 2801. WA INCHOR CAPACITY ADJUSTMENT FORMULA: (DI,) 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. 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 250" - -2.000" ,4.000" 3?Li("i&0moi 2" X 4" X 25" MULLION PRODUCT RIIVISiiD as complying with the Florida /50141ntg Cade Acceptance No '�, F. 11[eli0luthec ,1(11 lllll //, '.\\0 1 LYNN M//�F/ '. * : No 58705 -13 I( 3•1II : (v STA EO A. LANMILLF`R, P.E. FL P.E.# 58705 TABLE 10A 2 x 6 x.25 Alum. Tube Mullion TA 501n Recangular Loading Trep1Tnang Loading 60 n R90190001er Tmp/Tdong Loading Loading MuNlon Capacity Table llbs/it2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 70 in 130In 901n 100/9 120 in Reclenguler Trep/Thong Reclwqukr 'Dap/Mang Rectangular Trap/MangRete ler Trap/Ton Rede 9rpu g realer Trap/Nang Loading Lmding LaeOmg Loading Loedr9 Lalling Loading Loading Loading L5dlr9 1111 I hI fi l12 a4 K /t gIt ttx f arc So arc iA < � 48 gI 9 ito 140 in 1601n Rectangular Trap/Mang Rectangular Trep/T4er9 Loading Loading Loading Loading fog .iIti fis Il- a` h a`- a ai a� a 691 a 11� � I n g f a <IY is <K Z IJ I:c <o: is an a < 7 c arc 42 In 170.0 620 170 0 435 1170.0 744 170 0 476 170 0 858 170.0 508 170.0 992 170.0 519 170.0 1110 170 0 521 170 0 1240 170 0 521 1171-3 1488 170 0 621 170 0 1735 170.0 521 170.0 1983 170 0 521 48 In 170 0 708 170 0 524 1170 0 850 170 0 584 170 0 992 170 0 830 170 0 1133 ' 170 0 801 170 0 1275 170 0 877 170 0 1417 170 0 680 170 0 1700 170 0 680 170 0 1983 170 0 660 170 0 2287 170 0 880 50.6251x1 170 0 747 170.0 583 , 170.0 896 170 0 631 1 170.0 1090 170.0 864 170.0 1195 170.0 723 170 0 1345 170.0 747 170 0 1494 170 0 758 170 0 1793 170.0 758 170 0 2082 170 0 758 170.0 2391 170 0 758 54 In 170 0 797 170 0 612 4) 0 956 170 0 691 170 0 1118 170 0 754 170 0 1375 170 0 803 170.0 1434 170 0 837 170 0 1594 170 0 858 170 0 1913 170 0 881 170 0 2231 170 0 681 170 0 2550 170.0 661 60 In 170 0 885 170 0 701 170.0 1003 170 0 797 170 0 1240 170.0 878 170 0 1417 170 0 944 170 0 1594 170 0 896 170.0 1771 170 0 1033 170 0 2125 170.0 1063 170 0 2479 170.0 1063 170 0 2833 170.0 1083 65 in 170 0 030 170 0 745 170.0 1116 170 0 850 170 0 1302 170 0 940 170 0 1468 170 0 1015 170 0 1673 170.0 1076 170 0 1859 170 0 1122 175 0 2231 170 0 1169 170 0 2803 170 0 1171 170 0 2975 170 0 1171 66 In 170 0 974 170 0 789 1170.0 1189 170.0 003 170 0 1304 170,0 1002 170.0 1556 170 0 1088 170.0 1753 170 0 1156 170.0 1948 170 0 1210 170 0 2330 170 0 1275 170.0 2727 170 0 1288 170 0 3117 170 0 1288 72 In 170 0 1063 170.0 878 170 0 1275 170.0 1059 170 0 1486 170 0 1120 170.0 1700 170 0 1226 170 0 1913 170 0 1316 170 0 2125 170 0 1387 170 0 12550 170 0 1408 170 0 2975 170 0 1529 170 0 3400 170.0 1530 76 91 170 0 1122 170 0 937 170 0 1348 170 0 1050 170,0 1570 170.0 1209 170 0 1704 170.0 1322 170.0 2019 170 0 1421 170 0 2243 170 0 1508 170.5 2892 170.0 1029 170 0 3140 170 0 1694 170 0 3589 170.0 1705 78 M 170 0 1151 170.0 967 170 0 1381 170,0 1116 170 0 1811 170.0 1250 170.0 1042 170 0 1359 170.D 2072 170 0 1474 170 0 2902 170 0 1584 170 0 2769 170.0 1700 170 0 3223 170.0 1777 170 0 3883 170.0 1798 90 In 170 0 1328 170 0 1144 i 170 0 1594 170 0 1328 170 0 1859 170.0 1498 170 0 2125 170 0 1853 170 0 2301 170 0 1793 170 0 2656 170.0 1918 170 0 3188 170 0 2125 156 0 3413 170.0 2273 136 5 3413 170 0 2381 96 In 170 0 1417 170 0 1232 170,0 1/00 1700 1434 170 0 1003 170 0 1622 170 0 2267 170.0 1794 170.0 2550 170 0 1952 170.0 2833 170 0 2006 180 0 3199 170 0 2336 137 1 3199 168 8 2470 120.0 3199 150.1 2428 108 In 170 0 1591 170 0 1409 170 0 1913 170.0 1847 170 0 2231 170 0 1670 170.0 2550 170 0 2978 184 0 2781 170 0 2271 148.3 2781 161 9 2333 123.6 2781 14D 4 2281 105.9 2781 126.9 2234 92 7 2781 116 0 2190 111 In 070.0 1638 170 0 1454 170 0 1968 170 0 1700 170.0 2293 170 0 1932 170 0 2621 170 0 2149 151.8 2632 102 5 2246 136 6 2632 148.4 2210 113.0 2832 128 4 2166 97 6 2032 116.1 2120 85 4 2632 106,3 2096 1201n 170.0 1771 170 0 1586 170.0 2125 170 0 1859 154 4 2252 159 9 1991 136 1 2262 141 4 1084 120 1 2252 127 2 1938 108.1 2252 116.1 1915 90.1 2282 99 8 1872 77.2 2252 88 9 1636 67,6 2252 81.4 1606 144 In 125.1 1564 128.6 1445 104.3 1684 108.1 1426 894 1684 91 5 1407 78 2 1084 80.7 1390 89,5 1584 72 3 1379 62.6 1864 85.7 1358 52 1 1664 88 0 1330 44 7 1684 49 2 1305 39 1 1564 44.4 1209 Substrate Anchor Clip Panama Ancnor'Type' 2 7k Concrete 118" Elco lsirac00 1 Edo. Dolan• 910 1" I Embedment On) 1-3/4" 2 Anchors 0475"Mln 0C /S/•ndnd C14(Fig. 1 or 2) 300164 4 Anchors 0 4 88" Min 0 C / Standard Olp (Fig. 5):( 780 0. 6 Anchors 01 71" Min. O C / Sland•rd Clip (Fig. 4): 116015 4 Anchors ®3" Min. O.C. / (2) 208 Angle Cops (Fly 5). 780 04 0 Anchor 0 3" Min 0 C / (2) 205 Angio Capt (Fig 6) 1680164 12 Anchors 0 1.6" Min O.C. / (2) 245 Angle Clips (Fig 7) 1680150 4 Anchors 0 1.34" Min. 0 C 1 67Clb. Into 178" Atom. (Fog. 8): WA 8 Anchors 0 0.64" Min. 0 C. I U-0140. Into 1/8" Alum (Ng. 9)' WA 2 Anchor& a 4.68" Mln, O.C. / F-C8p (F19. 10), 390 Drs 4 Ancloo. 49 1 71" Min O C / F-Cli9 (Fig. 11) 590 18. FIGURE 1. FIGURE 2 • o o• e O 00 0 0 O 00 0 0 00 O 001 • o FIGURE 5 • 0 FIGURE 3: • • e e 1 • 0 O 0 o • 'GORE • • 0 0 0 2-1/2' 1-3/4" 390164 790199 1400155 780150 1680 09 2100 0, N/A WA 390150 70015 Anchor Capacity Table (Mal 3 66 0090 1/4' Oleo UOncon 6116• Elco Ultracon 11abw CMU 3/18' Elco Ullracon 174“ EIEC Ulheco0 1• 2-1/2" .. 3-18." 1' 1-2/4" 1-3/4" 2" 1-1/4' 450 090 890 t4 1644 169 270 00 90000 1780 lie 3064 164 1 640 0. 1010160 269615 WA 1 WA 880156 150016• - 189016. 1 640 I, 1380160 3120164 3792 )50 1080164 1120150 1440150 3780150 WA WA 1320160 WA WA WA WA N/A WA WA WA WA WA 450150 69011, 1532160 270150 I 28016. 50515 1248169 N/A WA I 47015 2-1/2" 1" 1-1/4" 1-1/4 280x0 354150 56011»1 70615 940 14/A 560 I50 WA WA WA WA WA 36415 WA FIGURE 4. FIGURE 8: FIGUR39: 'IGURE 10: • o o • • o o • • • • col• • o• • 1 • • • FIGURE 7: • • • • ..1 • • • 0 'IGURE11: o • o • O 00 • • 00 • • • ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS 44 Flied CMU PT Wood Metal 1/4" SS ERo 5/16" Elco 1/4" 55 Elco 910 Steal 812 Steel 012 Steel A90400alar Ultracun AggleGMor Screw (05) Screw (05) Screw (05) 2-112' 2- 1-1/4 1-1/4" 1-1/4" 740150 468164 1480150 930150 10661b0 NIA 7601b0 J 938 /5. 1520 Ilse 1500150 WA WA 740 lbs 5331be TABLE NOTES' 3-1/6" 1-1/4" 664 /b. 1104 164 N/A 880164 1672 lb. I 1760169 WA 1 WA N/A 1 N/A WA 1 WA 4661b1 1 552160 WA 1 WA 1' 2' 1182 169 236415 WA 2364 164 4728150 NIA NIA NIA 118200 9/0 0 40" 1.376• 328 0, 052 0, 1304160 852 Hu 1304150 1956150 WA WA 1 320150 I 862150 054' 1.5/8" 420150 840 160 1680105 840154 1680164 252015 N/A N/A 42015 84015 0 324" 044e role 4) 680150 112005 2240 OM 1120150 2240 Ib. 3360 00 143214 2604 0, 600 ba 11200, ANCHOR CAPACITY ADJUSTMENT FORMULA: (gip) x /ANCHOR CAP.,,,,,,,,, 1 =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. .250"% i -" 8.070" 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 6063-15 AND BE 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. 2"X8"X.25" MULLION NR F < EYa c� 170 0 2 o m - 00 ? (n 2 • dd � • W J Q. < In J < p1 < _ yyt11Z (75 N 3 WID Y ID Fn X U(+ < Z 11 A LI Ii2L PROIRICI REVISED ns complying with the Fioridn Building Code ACCCpIntICC NO E4 'cat l 1JMc �( e * : No.58705 TABLE 11A 1 Mullion Capacity Table (Ibs/tt°I Opening Width (for vertically -spanning mualons) or Opening Height (for horizonlally-span ng mullions) II' x 2.11" be Mull 60 In II 60 in Reelan9ulnr Trap/Trion9, I Reclengul.r Trep/Tnang. Loading Loading Loading Loatlin9 14 Reclangulor loading p /4 70 In 80 In 90 In 100 n Trap/Tnan9 Rec7en9/49 Tmp/Tneng. Recla0981er Taw/Thong Reclenpular Trep/Tnang loading Loading I Lo.dkp Loading Loading Ln.dir9 Loading yg yg 1_ 6 fi 8``` ciD7a 4 li li ii !I if li li !I li 11 li !I 120 In Rectangular T19p/Tdang lo.dng l ceding 140 in Rectangular Trap/Mang Loading Loafing 4�€ ii !I li Reclan0uler Lading 160 In Trap/Thong Loading i_ &S ill 14 i li I iilli !I 42 M 481n 144,3 96 6 628 403 187 0 106 0 428 339 1120 2 60 5 528 403 148 9 419 103 0 528 403 136 9 88 4 414 320 90,1 628 134.6 411 60 1 576 134 1 411 721 526 134 1 411 80 1 626 134 1 411 51 5 528 134 1 411 46 1 526 134 1 411 04 7 326 69 0 60 4 403 01 4 317 63.7 403 79 1 315 48,9 403 76 6 314 40.3 403 78 6 314 34 5 403 78 6 314 30 2 403 78.6 314 50 626 in 82 3 362 91 0 301 68.6 382 79 3 294 50 8 362 71 9 289 51 5 362 67 2 288 45 7 962 64 8 284 41 2 352 83 6 283 34 3 382 63,5 263 29 4 382 63 6 283 25 7 982 63 5 283 64 In 87.8 316 74.1 267 56 5 118 84 2 281 49.5 318 57 7 268 42,4 310 63 5 253 97,7 318 50 8 250 33.9 316 49.5 249 28.3 318 49.1 248 24 2 316 49.1 248 21 2 318 49 8 246 80 In 49 5 268 53 1 210 41 2 250 46 7 214 35 3 258 40 7 210 30 9 258 37 2 207 27 5 268 34 9 204 24 7 258 33 4 203 20 6 258 32 2 201 17 7 258 32 2 201 16 6 134 259 32 2 201 631n -- 427 234 45.6 200 36.6 234 391 195 30.5 234 347 192 26,7 234 31.6 169 237 234 29.4 106 214 234 20.0 154 17.8 244 20.6 103 15.3 234 26.5 183 234 26.6 163 66 In 37,2 213 394 163 310 219 337 170 285 213 298 776 23,2 213 270 173 206 213 261 170 188 213 237 189 166 213 22.2 187 13.3 213 220 168 116 219 220 166 72 In 28,6 179 30 1 155 23 9 179 26.6 162 20.4 179 22 6 140 17 9 179 20.3 147 16.9 179 18 7 140 76 In 243 151 254 140 203 161 216 197 174 161 190 135 152 181 170 133 76 In 22.6 162 23,5 133 166 162 19.9 131 161 162 17.6 126 TABLE 11B 508.18.1. Anchor Cllp Patterns Anchor Capacity Table (lbs) 2.7k Concrete 3 6k Cone Anchor Type: 3/88" Elea Ultreoon 1/4" Elco Ul8acon 5/19 Elco u11r.6on Edge Dialnee (In) 1" I 2-1/2" 1 1" -2-112" 3.119 1 Embedment (In). 1-3/4" I 1-3H••-- 1 1-3/4" 1.3/4••--- 2•. 4 Anchors 0 3"7,11n 0 C / (2) 2x6 An9N Caps IFIg. 11' 76061 I 78019. I 610-15s 156013. 1896 13. FIGURE 1. • • ANGLE CLIP MUST BE USED IN PAIRS. 3/16" Elco Ultr.con 2-1/2" 1.1/4" 1-1/4" 54014 680166 TABLE NOTES: Hollow CMU 1/4" Elco Ultracon 1" 2-1/2' 1-174" 1-1/4" WA 76019. Filled CMU PT Wood Mall • 114" SS Elco 6/16" Elco 1/4" SS Elco 910 81681 612 Steel 412 Steel A691eGslor /1111acan AN/141tor Scrim (06) Sorew (05) Screw (35) 2' 3-1/6 2' 0.49 054" 0 324" 1-1/4' 1-1/4" 2" - . 6-3/9.' I 1-3/9 (see role 4) 936169 1 890199 2364 6» 562164 I 94014 14321M 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20 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-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 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 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. F-1.266" 2.118" .125" 1 26" x 2 11" X .125" MULLION (INTEGRAL FIN MULLION) N Z O J `T w U2 w Z ZN Q N NX Z ¢¢do to N w 8 O 1Y X N U N ¢ CL Z L Lk ('ILOD(1CT RF.VISF-D as complying with the Florida [balding Code Acceptance No Es irate, Wle �t11 /111))//7, ��.• �1 ENSE ••.FP * No. 58705 =b'sr, I(3ol) TSS1ONPi:ER- ¶'. . A. LYNN Ahr , P -E- FL P.E.# 58705 TABLE 12A 3 D B 1 Mullion Capacity Table (Ib6/111) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) Rectangular .25" 30 Loading EG. AL F AY MDLLJ. 11 •- 50 in T,ep/Tnang Loading Reclanpular Loading 001n Trap/Trlenp Loading --- F 11 g'1 c <a 70 in Rectangular Trap/Thong Loading Loading r F F s 11 111 3 c Zc Rectangular Loafing 801n Trap/Meng Loading F F F a g_$ s1#1 <a 90 Reclenguler Loading F F 1 1111 Z In Trap/Tdarg Loading 100 In Reelangular Trap/Siang Loadlr0 Loading r r g i tc <a is 120 Rectangular Loading In Trap/Slang Loeding F F r I- iii ?i <a 140 in Rectangular T19p/Tdan0 Loading Loading 160 In Rectangular Trap/Mang Loading Loading it F H Hf <a ��$ 1 2 <a F 11 2c F a a 3i 111 "Iig11� 2 a F I- i F F i 1s Mc <a 1113 F_ r F F I F 41 4 ti A Ai 111111INitb N arc Nic <a Nc < Sc 426 170 0 170 0 620 708 170.0 435 1170 0 744 170 0 478 170 0 888 170 0 506 170.0 992 170 0 519 170 0 1116 170 0 521 170 0 1240 170 0 521 170 0 1486 170 0 521 170 0 1736 170 0 521 149 1 1740 170 0 521 680 48 m 170 0 524 170 0 850 170 0 584 170 0 992 170 0 830 170 0 1133 1105 170 0 061 1700 1275 170.0 677 170.0 1417 170 0 680 152.2 1622 170 0 680 130 6 1522 170.0 880 114 2 1522 170.0 50.625 In 64 6 1700 747 170.0 583 170 0 1170 0 170 0 806 170 0 831 170 0 1048 170 0 884 170.0 170 0 723 170 0 1345 170 0 747 164 2 1443 170 0 756 138 9 1443 170 0 756 117.3 1443 170.0 758 102 6 1443 170 0 758 170 0 797 170.0 612 956 1063 170 0 170 0 891 170 0 1116 170 0 754 170 0 1275 170 0 803 160 4 1353 170 0 837 1443 1363 170 0 858 120 3 1353 170 0 861 109 1 1353 170 0 881 90 2 1353 170 0 881 601n 170.0 885 170.0 701 797 167 0 1218 170.0 878 148 1 1218 170 0 944 129 9 1218 159 8 936 118.9 1218 152 1 924 07.4 1218 148,1 913 83,5 1218 148.1 913 73.1 85 7 1218 146 1 013 631n 170.0 930 170 0 745 170 0 1118 170 0 850 150 2 1150 1886 933 131 4 1150 153 0 014 116 8 1150 141 9 998 105 1 1150 134.2 885 87 6 1150 128 7 871 75.1 1150 126 2 870 1160 1282 670 66 In 170 0 974 170.0 780 152.4 1048 185 8 881 130.6 1046 146 6 884 114.3 1048 1331 850 101 6 1048 123 4 839 91.4 1048 116 6 830 76.2 1049 109.4 921 86.3 1046 108 2 818 67 1 1048 108.2 816 72 in 140.8 880 147 9 784 , 117 4 800 126 0 748 100.6 880 110.8 734 88 0 860 100 0 722 78 2 880 92 0 712 70.4 880 88 2 703 55.7 860 79 2 063 50 9 880 78 5 886 44.0 880 76.4 088 76 in 118 7 790 125 1 690 09 8 92 9 790 108 4 678 185 5 790 99.3 883 74 8 790 63 9 1452 68 5 790 76 9 649 59 9 790 71 7 835 49.9 700 85 1 624 42 8 790 82 1 819 37.4 790 81 5 617 78 In 110.8 750 115 6 657 750 08 1 644 79.1 769 86 9 832 89 2 750 77.1 621 81.6 750 70.8 812 56 4 760 65.7 805 48.2 750 50 4 594 3D 0 750 66 2 588 34.6 750 55,5 509 901n 721 583 74 4 500 1101 583 62 9 ' 491 61 5 583 54 9 483 45.1 589 48 0 476 401 563 44 4 468 36 1 563 40.9 482 30 0 563 38 2 452 26 8 583 33 3 445 22 6 583 31 8 442 BB 8 59 4 495 01 1 443 40.5 495 51.5 435 42 4 495 44 8 427 37 1 495 39 9 421 33 0 495 38.1 415 20.7 495 33 2 439 24 8 495 29 1 400 21 2 405 28 8 384 16 8 405 25 0 990 106 in 41.7 391 42 6 353 34 8 32 D 25.3 391 370 317 35 9 348 29 8 391 31.1 342 28 1 391 27.0 337 23.2 391 24 9 333 20.9 391 22 8 328 17 4 391 10.7 921 149 391 17 8 316 111 m 584 370 30 2 336 33.0 28,0 330 27 5 370 20 8 925 24 0 970 25 3 320 21 4 370 22 8 316 10 2 370 20 9 312 18.0 370 18 1 905 120 In 30.4 317 30,0 289 284 217 317 225 280 10.0 317 19.0 276 169 917 17.9 273 1441n 17.6 220 17 6 203 TABLE 12B Anchor Gip Patterns Edge Distance (in): 1' 2-1/2" Embedment (6) l 1-3/4" 1-3/4" 2 Anchors ® 5" Min 0.0 / (2) 246 Angle Clips (Fig 1). 395114 390106 4 Anchor; rilt 3.5' Min O.0 / (2) 295 Angle (pip. (Fig 2)' 760106 780lis 8Mchon t$ 271"Min 0C /(2)295 Angle Clips (Fig 3)4 1120104 1 112010 50661,814 Anchor Type' 2 7k Conaele 3/18" Eko 0/6199 n FIGURE 1: • FIGURE 2: • • • FIGURE 3. • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. Anchor Capacity Table (Ib•) 3 66 Corm 5/16' Eko Ullmoon 2-1/2' 3.1/8' 1' 2-1/2' 6-3/4" 1-3M' 2' 1-1/4" 1.1/4' 1 450154 890154 170064 270154 1 280114 ) 79016. 1670 114 2525 lis 540184 1 56010. E51b6 1 2246 lbs 225416' N/A 1 840114 1/4' Boo U9racon 3/16 Elco 01/190on TABLE NOTES: Hollow CMU 1/4' Elco Uluecon 1' 1-1/4" 364114 N/A NIA Filed CMU PT Wood Meld 1/4' SS Elco'' 5/18" Elco 1/4" SS Elco 910 Seed 912 Sled 912 51861 AggreGebr 1 Utrecon Aggr1091a Screw (06) Screw (05) Spray (05) 2-1/2' 2' 1-1/4" 1-1/4" 740156 468154 1120166 1 938164 1059 64 I N/A 3-1/9" 1-1/4" 720104 880114 ) 1320106 1 2` 0.46' 054" 0.324' 2' 1.3/8' 1182104 326154 2384114 652104 N/A 978164 1-378" (gee note 4) 420114 560114 640114 11201b4 1280104 168010 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 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20 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 836. 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 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. .125 30' BAY MULLION 11 < N N 5)8.0 E Zind 0 J n 8 F • W z LJ < m z N kpO W • ce Z O cc U1 Q. g'mp� 2 M L_ 1 1I4O1711C r e1YISEI) ro c018719 ng with the Florld6 Building Code• Accopl8nce 370 •) `d tati, Date Ig`7/7W 8y/.. Ck 41 Mi8m' aria Produo 0n '0 s Ny * No 58705 . p�'•- STATE OF�I �� /,'"/ ONA'L 04 • A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 13A 3.26" 46 DEO- AL BAY MULL m 6 J TAE 1100 In 1201n 1401n R6Ge60uee Trep/Tr•ng Reclan9/o, Trep/T,1.n Rectangular Trep/rlery Rectangular Tra'Tdeng Reclerglaar Trep'Triang Rectangular Trap/Mang Rectangular Trap/T11eng Rectangular Trep'TnanO, Reclenguler Traci/ 09 Loading Loading Loading Loading l oadk9 loading Loes6g Loading Leading Lowing Loading Laea ding Lading 10859 Loading Loerin9 Loading Loading £ F' ' F £ £ GgFAtli £ 41 41 1 gii Mullion Capacity Table Ilbs/ft'( Opening Width (for eertically-spanning mullions) or Opening Height (for horizonlaly-spanning mullions) 50 a 80 „ 701n 80 in 90 in 100 In £ F £ F £ r• ,F £ F £ 4; 1 4�s x x a` a� 1� s" F F IIB P^ _ 4 41 4z- Hi d � _ � 11 11 I6� � E � 4 � � �' ��g 42 In 170 0 820 170 0 435 170.0 744 170.0 478 170.0 889 170 0 508 70,0 992 170,0 519 170 0 1118 170 0 521 170 0 1240 170,3 521 170 0 1485 170 0 621 170,0 1736 170,0 a 521 180 3 1071 1700 521 48 in 170.0 708 170 0 524 170 0 850 170 0 584 170 0 992 1700 630 170 0 1133 170 0 081 170 0 1275 170 0 677 170 0 1417 170 0 800 163 7 1637 170 0 080 140.3 1837 170 0 800 122 0 1637 170 0 880 50 025 In 54 In 170 0 747 170 0 003 170.0 898 170.0 831 170 0 1046 170 0 064 170.0 1195 170,0 723 170.0 1345 170 0 747 170 0 1491 170 0 760 147 1 1652 1700 766 120.1 1652 170 0 758 110 4 1552 170 0 1 756 1700 797 170 0 812 170 0 050 170 0 691 170 0 1116 170 0 754 170 0 1275 170 0 603 170 0 1434 170 0 037 156 2 1455 170 0 858 129 3 1455 170 0 861 110 8 1455 170 0 881 07.0 1455 170,0 881 80 In 170 0 885 170 0 701 170 0 1063 170 0 797 170 0 1240 170 0 878 167.1 1309 170 0 944 199.7 1309 170 0 ' 096 126 7 1309 103 5 994 104,8 1309 157.1 982 008 1309 157.1 962 78 8 1309 157 1 902 83 in 170 0 930 170 0 745 170 0 1118 170 0 850 102 9 1247 170 0 040 142.5 1247 164 6 983 125 7 1247 152 0 965 114 0 1247 144 3 952 05 0 1247 138 2 030 91 4 1247 135.7 935 71.3 1247 136.7 ' 935 86 k 170 0 974 170.0 780 170.0 1169 170.0 903 1404 1190 163 7 965 129,9 1190 147 9 945 115 4 1190 136 5 928 103 9 1190 128 4 914 86 6 1190 119.5 898 74 2 1100 118 1 893 04 9 1100 110 1 693 72 in 16113 1010 169.8 877 134 7 1010 144.8 859 116 4 1010 127.2 842 101 0 1010 114 7 828 80 5 1010 105 8 817 80,6 1010 98 9 807 87 3 1010 90 8 795 57 7 1010 87.8 700 50,5 1010 87.7 789 76 m 137 4 908 143.8 792 114 6 900 122.0 776 08 1 908 107 1 701 85 9 906 96 2 740 78.3 906 88 2 738 68 7 908 62 3 720 67.3 908 74,7 710 401 908 71.2 710 42 9 908 70 6 1 708 78 In 127.1 881 132.8 754 105 9 861 112.5 730 90,8 861 08 8 725 704 861 88.5 713 70 6 861 61 0 703 63.8 561 76 4 804 53,0 081 68 1 681 45 4 861 645 876 39 7 861 63.7 872 901n 82 7 648 054 574 66 9 846 72 1 604 501 648 62 9 554 51 7 848 58 1 545 46.0 640 60 9 537 41 4 648 47 0 530 34.5 848 41,6 519 29 5 646 38 2 511 25 0 648 38.5 507 90 In 862 680 701 508 568 566 591 499 48.7 568 614 491 42.8 568 456 403 379 568 414 478 34.1 568 381 470 284 508 334 458 243 588 30.5 452 21.3 668 20,7 447 1081n 47 9 449 48.9 405 39 9 449 41 2 399 34 2 449 35 7 393 29.0 449 31 7 387 28.8 449 28 8 382 23 9 449 26.1 377 20,0 449 227 888 17.1 449 20.4 361 15 0 449 18 9 356 111 01 44 1 425 46.0 305 38 8 425 37.9 379 31 5 425 32 8 379 27 8 425 29 1 367 24 5 426 26 2 982 22 1 425 24 0 356 18.4 425 20 7 350 15 8 425 18.8 349 120 le 34 9 364 35.5 331 29.1 384 28.(1 326 24 9 384 25.8 321 21 8 364 22 8 317 19.4 364 20.5 313 17.5 364 18 7 300 144 ai 20.2 263 204 233 168 253 17.1 230 Anchor Clip Patterns Edge Distance (in) 1" - I 2.1/2" Embedment (In) 1-3/4" 1-3/4' 2 AroMre ®5' 1Jin U C /(2)245 Aripta Clips (Fig. 1)1 390 Iba 1 39016, 4 Anchors 5 3 6" Mle, 0 C / (2) 2,5 Angle Clips (Fig, 2). 7801b4 1 780104 8 Anchor 5 2.71" Min O.C. I (2) 245 Angle Clips (Fp 3)- 11201M 1 1120108 Subic Ne Anchor Type 2 70 Concrete Anchor Capacity Table Obs) 3 5k Cone 5/16" EICO Ultracon 2-9/2' 3.118" 1" 2.1/2" 1-1/4" 2601be 680104 040168 3118' Elco UI1re0on 1/4' Eko Ullrecon FIGURE 1: • FIGURE 2: • • FIGURE 3. • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. -1" 3/16" Elco 09/19cun 1-3/4" 450109 790(68 958(5. 1-3/4" 2" 1-1/4" 690166 17-00 lbs 2701M 1870160 28251be 1 540 lbs 2248184 22541M 1 NIA TABLE NOTES: 490lbw CMU Filled CMU PT Wood Metal I/O' Elco (Deacon1/4" SS Elco 6/16" Elco 1/4" SS Elco 810 Sete 912 Steel 812 Stoat A9greGNo. UOracon Aggr6GNa Screw (G5) Scree (G5) Screw (05) 1" 2-1/2" - 2' - 3.1/8" Y 046" 0 54" 0324" 1-1/4" 1-1/4" 1-104" 1-1/4" 2" _ 1-318" 13/8' (see note 4) 36415. 740168 468164 -. - 720 Poe 1182 144 32815. 420100 6901b, N/A 1 1120 Lbs 036169 86010s 1 2364 lbs 662104 1 640 IM 1120164 141A 1 1059104 04/A 1320164 1 14/A 1 978144 1 1260164 1 16801M 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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, ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP o) X / ANCHOR CAP.,,„,,,,,,\ = ICHOR 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. 45' BAY MULLION IMPACT-RESISTANT ALUMINUM TUBE MULLIONS PROOUC'1' REVISE') es complying with the Florida Building Code cpnNn 2.O Acc 54,1091la1111ceiot :LLj#!�1 ► 11y r 4i 'Le�� yy4 Mia i rade P0oduc ^•,4 it * : No. 58705 1I 30111x, STA4 E 0 '%SSION• A. LYNN MILLER, P.E. FL P.E.# 58705 1 2.000" 1 A,Ve 125" 1"X2"X.125"MULLION 8053-T6 ALUM. X -SECTION .375"_ -- MIN, .375" MIN. 1.15" 'MIN. O.C. 2.000" l 3.125"- 1.15" yYn MIN.- Y 0 C. OFFSET CLIP 806348 ALUM TOPVIEW 2.000" -j 1.000" 1- .125" .376" "X2"X 375" MULLION 6063-T8 ALUM. X -SECTION - .125" STANDARD CLIP 6083.78 ALUM X -SECTION -1 .125"-J 6.500" - --- -( CUT HERE TO ,375" CREATEF-CLIP, SEE L I MIN, DETAIL F, SHEET 4 STANDARD CLIP 8083-T8 ALUM TOPVIEW 5.500" I DC 125 --.-I 740"-f- 1---1 0.312" -I 1.000" 1- 2 760" 125" M .31 75" 1" X 2.76" X .375" MULLION 8063-16 ALUM X -SECTION -1 I--.125" : 1 2.125" C 740" -I 1.000" I-"-- 2.760" 1" X 2.75' X .850' MULLION 8063-76 ALUM. X -SECTION U -CLIP 8083-T8 ALUM X -SECTION 338" MIN. )1 -{ .375" MIN. ( 0 0.312" C U -CLIP 8083-T8 ALUM USED FOR ALL t' X 2" AND 1" X 2.76" MULLIONS SHEETS &8 -0.225" TYP. TOPVIEW 336" MIN U -CLIP I 808316 ALUM. 1" X 3,125' X .500" -1-MULL 014.Y. O.Y. SHEET 9 E) TOPVIEW 4 338" MIN. { U -CLIP 8083-78 ALUM. 1.25' X 3.188" X 265" MULL QNLYalj T 12 TOPVIEW (E) TABLE B -1 1- 125" 20X0" 3.1.15" t -1.000"-I - .125" { 500" 1"X3.125"X 5'MULLION 808376 ALUM X -SECTION 2X6 ANGLE CLIP 6083-T8 ALUM X -SECTION 125" (i) 0.312" Mull Dimension (sheet #) 6.000" .375" MIN. 3.000" MIN. -- 2X6 ANGLE CLIP 8083-T8 ALUM TOPVIEW - -1.250" H 1.25" X 3 188" X .265" MULLION 6083-T8 ALUM X -SECTION PGT Part # Mullion Std. Clip Offset Clip U -Clip Angle Clip 1" X2" X.125'(5) 68805 666113M 86811184 666243M 668511M 1" X2" X .375" (8) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 68807 866115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66808 866116M 6601121M 866246M 688514M 1" X 3.125" X 500" (9) 88637M 6681116M 6861114M 666242M 866515M 1.25" X 3.188" X .265" (12) 66641M 6861117M 8661113M 666241M 686518M I 1.26" X 2.11" X .125" (15) 89370 WA NIA NIA 886517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.266" -I d::lutc2ig - .125" 2.116" 125" 1.26" X 2 11' X 125" MULLION 6063.T6 ALUM. X -SECTION TABLE A Dimension Value (In) For Mullion: A 1.825 B 2.654 1" X2" X.125" C 0.896 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 1 B 2.404 1" X 2" X .375" C 0.835 Aluminum D 0.490 Tube Mullion E 0.450 A 1.876 B 3.000 1" X 2.75'"' X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 C 0.478 D 0.836 E .450 Min. A 2.000 B 2.637 1" X 3.125" X C 0.883 .500" Alum D 1.137 Tube Mull E .460 Min. A 2.825 B 3.262 1.25" X 3.188" C 0.862 X .265" Alum D 1.762 Tube Mull E .450 Min. 1"X2.75"X .650" Aluminum Tube Mullion A 1.813 1.26"X211"X .121" Alum Tube Mull Y 0 ,04 e N 0 ID7 y ( O d O ID Z(7) Z W� 5 J � Q a aZ 1 °A to g J 7 U Q U Z 0.1 1'4L. PRODUCT REVISED es complying with the Florida Budding Cnde Acceptance No "0 22,a)) E 'ration (Tete AV/!27a Miomi ade Produc .\\11111111 7 \vv N"1 ITIVN til/( '1 •\\\ * No. 58705 a• A°*L2�� 1111.0101 3)1 : 4/125::��Q •. STATE F ' '%'- FLORIOI'•'-•G� /ONA„ A. LYNN itv1ILLEk P.E. FL P E.# 58705 4.00" -I 1.000° I-- 1.000 I- - .125" r-.125" 1" X 4" X MULLION 8063-16 ALUM. X -SECTION ---2.661" 1.377 .126" .125" .376" 1" X 4" X .376" MULLION 6063-T6 ALUM X -SECTION 30° BAY MULLION 6083-16 ALUM. X -SECTION 46° BAY MULLION 6083-16 ALUM. X -SECTION NOTES: .375" k MIN. 2.875" C .375 MIN 3.250" 2.250" 1.15" MIN. O.C. 2.000" 3.125" 0 L0 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 --.125" [125" ,,,, STANDARD CLIP 8063-T6 ALUM X -SECTION 5.500" --1 CUT HERE TO CREATE F -CLIP. S=1 L.13.75 DETAIL F. SHEET 4 I _ STANDARD CLIP 8081.18 ALUM. TOPVIEW 5.500" .125_4 -1 .740" OFFSET CLIP 6063-16 ALUM TOPVIEW 0 o 0.312" 0 (,) .375" 0. 0.312" 3.000" 0 0 1. 125"J U -CLIP 6083-T6 ALUM. X -SECTION -- .740' .125" 2.125" .338' MIN. fk \-0.225" U -CUP 8063-T6 ALUM USED FOR ALL 1- X 4. MULLIONS, Sl-iggT610 is 11 TOPVIEW --IF- .125" 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION --5 000" 0 0.312" - 0--.0.0 0 2X5 ANGLE CLIP 8063-T8 ALUM. TOPVIEW TABLE C 'Dimension Value (in) For Mullion: F 3.687 1" X 4" X .125" G 1.000 Aluminum 14 2.680 Tube Mullion F 3.187 1" X4" X.375" G 0.767 Aluminum 14 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull TABLE D Mull Dimension (sheet #) 1" X 4" X.125; (10) 1" X 4" X.375" (11) 30 Degree (18) I 45 Degree (17) POT Part Mullion Std. Clip Offset Clip U -Clip Angle Clip 60364 666111M 6661122M 686241M 668518M 86610 668112M 6661123M 668242M 666519M 68849 N/A N/A N/A 6885110M 68650 N/A N/A N/A 8665111M 2.71" MIN. O.0 (BAY MULLS) 0 3.00" MIN. O.C. (1" X 4" MULLS) 0 co 4S FIZODUC E REVISE: DI as complying with the Florida Building Code _ Acceptencei No Ex i ran onPr jrW1V1aJ, ‘.;1040 ade Pro Ily Miami VINN 4...e...'0C,ENS • * * • 140 58705 ST '''• • • '',‘;'/ONA\- „Os A. LY4Keti.41Lltli, P.E. FL P.E.# 58705 161.1‘ TE F TABLE E Mull Dimension PGT Part 8 (sheet #) Mullion Std. Clip U -Clip Angle Clip 2" X 4" X 25"(13) 66802 666261M 666271M 6665112M 2" X 6" X .25" (14) 66604 666262M 866272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000" .250" / .250" .250" 2.000" -- /////////// 250" 4 010" 2"X4"X.25" MULLION 6083-T6 ALUM X -SECTION 3.500" .375" MIN. 375" MIN 8.000" 2"X6"X.25" MULLION 6063-T6 ALUM X -SECTION 1 715" MIN. O.0 0 r 125" STANDARD CLIP 6063-16 ALUM. X.SFCTION >>.1 4C 0. ..,,.,,,"-1 -5.500" CUT HERE TO - CREATE F•CLIP, SEE DETAIL F, SHEET 4 --2.620" ---- STANDARD CLIP 6083-T6 ALUM TOPVIEW 5.500"-- --3.500" - 1.715" MIN. 0.C. 0 .125" .375" MIN. 7 2.688" - - 3.438" 0.312" 0 --- CUT CUT HERE TO CREATE F -CLIP, SEE DETAIL F, SHEET 4 0 0- } 0.312" 0 I 0 2.620" - STANDARD CLIP 6063-16 ALUM TOP VIEW .375" MIN• 4.648" 5.418" 2.125` U -CLIP 8083-T6 ALUM. X -SECTION 0.2225" - 1.344" O..C. Cel -0 1 0 3 438" L.375" 0 !--1 O 0 F- I -4-.637" MIN O.C. U -CLIP 8063-T6 ALUM USED FOR 2"X4" MULLION. Sj1F,.ET 13 TOPVIEW 0.225" 1.3F- O.C. L.. 0 0 0 O 10 .375" -1 H .125" 1 2.000" 0.312" e n 0 2X5 ANGLE CLIP 6083-T6 ALUM QY LL X.SECTION Cg N --- 0-- 3.438" CC-- - 5.438" \\\11111 l� . • 'CENSC •' • F� .375" * • ' No. 58705 MIN. ji• I Io 11 W_ STA E OF ,•' A. LYNN P.E. FL P.E.# 58705 0 r 0.312" - 5 000"N O 3.000" MIN. 0.0 -j -1_ 375" W CO ZO I MM. 0 b M (n Z Wg l' -J . Q J z - O Q a N ZZCNI BQ .375" Q O j MIN. re O U i a 0. 255 ANGLE CLIP.i g0 •, 8083-T6 ALUM. TOPVIEW g 125" • z N { Z 5.000" ---3.000"- -- .375" MIN. 1.500" MIN. 0- PRODUCT REVISED al complying with the Florid. Budding Coda Acceptance No Ex Pillion Date 0 _-- 0 0 F ---I .837" MIN.O.C. U -CLIP 6083-T6 ALUM. USED FOR 2" X 6_ MULLION SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6063-T8 ALUM. TOPVIEW EXAMPLE 1 SINGLE VERTICAL MULLION NO ANCHORS IN HEAD f . MULLION LENGTH - —_ SEE SEE FENESTRATION DETAILS, PRODUCT'S SHEETS APPROVAL., 2-3 SEE DETAILS, SHEETS 1 - _. I _ J .--_.. NO ANCHORS IN WINDOW SILL j-- J2'-- --II- MULI WIDTH -OPENING WIDTH- - EXAMPLE 2: MULTIPLE MULLIONS 3'" MULL WIDTH�I- y l SEE FENESTRATION PRODUCTS APPROVAL\ VERTICAL I - MULLION - --s LENGTH — --SEE DETAILS. OPENING SHEETS 2-3 HEIGHT FOR HORIZ. MUL .ION 7 444 SEE DETAILS, SHEETS Y9--\ -I— , I Trt• SEE DETAIL E, SHEET 3 SEE DETAILS. SHEETS / 2-3 HORIZ, I MULL LENGTH MULL LENGTH~ OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +600/-60.0 PSF 1) INITIALLY ASSUMING THAT A r WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". 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 +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SI7E AVAILABLE. FROM TABLE 3A, SHEET 7, 1-1-16 1" X 2.75" X 375" MULLION (LENGTH • 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, TI -IE 1" X 2.75" X 650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 612 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 612 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 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 +1-63.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 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: (60 PSF) X ( 636 LBS 524.9 LBS (MAY BE USED TO QUALIFY 6 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 MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1".105" AND THE OPENING WIDTH IS 36"*36'+1"•73". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT* AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-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 .376" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-151 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH = 108', OPENING WIDTH • 80") HAS A DESIGN PRESSURE OF +/-64.7 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 36'+38"+2"=74", NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2"+36-12'+2"•73"). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION 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 EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND 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' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38" AND THE OPENING HEIGHT IS 32"*72"+2" =106", REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4" X .250" MULLION (© LENGTH = 42", OPENING HEIGHT • 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND 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 CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 64D LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS TABLE 9B FOR THE U -CLIP 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 IS 5612 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 MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS */-64.7 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. CO 0 J W CO 1- z i 7 y reW I - 0 w z o a.z g.8 it 121_ cg LO O') z i 'RUDULT REVISED u complying with the Florida luitdmg Code Acceptance No 1 -14; 0I irMion pale !/ '2WK+J , Ninlei ". P .' , fro) All .,,,,t 11111, o�( LYNN tw * No. 58705 -; 1 30 0 uW, STATE F AN•FL ORCOP.• �SS�ONA� rr� A. LYNNI (A .L1IR, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING. SH/OH !; SH/DH LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED o:c HINGED DOOR LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 1— — 1- - I-- f/f PW SGD 1 LOADING OF HORIZONTAL MULLION PW PW _ _ LOADING OF (2) HORIZONTAL MULLIONS PW //./I x // /iX//// //. / // / / LOADING OF VERTICAL MULUON 500 `/ HINGED 1 `� DOOR LOADING OF HORIZONTAL MULLION T r PW Z N PW O PN O / J / J / w CO o � M Z � � - 6-. x33333 • z • o 2 OJ ¢ O a in LCL - �.. LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / LOADING OF HORIZONTAL MULLION NOTES: LOADING OF HORIZONTAL MULLION 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. PRODUCT ILP.VISED at complying with the Fhnida Building Code Acceptance No Eylniratiop Date ode Pmd1 i t I�' ; ; No. 5877. 11 05 ''�,FSSIONP�,•,'• A. LYNN UILLg, P.E. FL P.E.# 58705 Florida Building Code Online SCIS Home Log In liser Registration Hot Topics Business Professional {{` o{"1ni . Product Approval ' Ioi�J�it,il l�� t��--;' USER: Public User Search Criteria Code Version Application Type Category Apoi,cation Status Submit Surcharge Stall & Facts Publications =: ; > Application List 2010 ALL ALL ALL Quality Assurance Entity ALL Product Model, Number or NameALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications IlType Manufacturer 5684-R5 Revision FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Page 1 of 1 FBC Staff BCIS Site 900 Remea 5684 ALL ALL ALL ALL ALL ALL ALL Validated By Clopay Building Products Company Gary Pfuehler Approved Category: Exterior Doors 1(513) 858-1490I! Subcategory: Sectional Exterior Door Assemblies 'Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission 1 necessary Contact Us 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 Links Search The State or Florida is an AA/EEO employer Cotvooht 2(917- 2010 Slate of Florida... Pnvacy 5tatemertt Acsess,budv Statement Refund Statement Under Flonda law, e-mail addresses are public records. If you do not want your e-mail address re'eased in response to a public -records request, do not send electronic ,not to this entity. Instead, contact the office by phone or by traditional mad Ir you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterhhdhor.ytate.0 us. Product Approval Accepts: Toll Brothers Lot # 71/D PGCC http://ww-w.floridabuilding.org/pr/pr_app_lst.aspx Norton 411 Openings. Garage Door 7/2/2012 Florida Building Code Online Busines s rV QQ CJ fi�] I );Product Approval /USER Public User Page 1of5 BCIS Home Log In User Registration Hot Tonics Submit Surcharge Stats & Facts Publications FBC Staff BCIS SRe Map Links Search t ,." -,�. ^ > 3'-•2 S > Application Detail FL # FL5684-R5 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton sha mi Iton©clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Honda Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Scott Hamitlon developed the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FLSi ;= P ; CQt Gar, Pri 1:at ?r Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2005 2005 2002 1994 1994 1994 - http://www.floridabuilding.org1pr/pr_app_dtl.aspx?param=wGEV XQwtDgt415H 1 a2AP3I3N... 7/2/2012 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page rFL # 5684.1 Method 1 Option D 12/19/2011 12/20/2011 12/27/2011 01/31/2012 Model, Number or Name 01 W8-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 4-54 PSF/-60 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.2 02 W7-09 PAN -2F153: 73, 75, 84A, 94, 98, 42, 42B, 48, 48B, 4F, 4RST, 6RST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional IResistant Glazing available. 5684.3 03 W7-16 PAN -2F153: 73, 75, 84A, 94, 98, 42, 42B, 48, 48B, 4F, 4RST, 6RST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 5684.4 04 W7-18 PAN -2F143: 84A, 94, 98, 48, 48B, 4F, 4RST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-46 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.5 05 W8-09 DSIE-IF171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 4 Pagel/241, Description Gallery/Artistry/Expressions: Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions 505634 45 Ii 1041.5IBC-PevS1Id' Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F,5684 _=,P ,1i1.: -A Created by Independent Third Party: No Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W7 Garage Door Installation Instructions F_.5684 45 II in, _, 2 -FFA -5e;1 _u�if Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports 105684 R5 AE C=PS Created by Independent Third Party: No (Steel Pan (min. 25 ga.) 1Souble Car t" to 162" wide) WINDCODE® W7 Garags.AQor Installation Instructions FLS654 R5 ;I 101209 -FPA -?e» 5 orf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL`55' 45 45 CBPC 1.112'5-. ,,f Created by Independent Third Party: No iSteel Pan (min. 24 ga.) 16'4" to 182" wide WINDCODE® W7 Garage Door Installation Instructions -15684 45,T i 262t -R; 47 Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F'LSS4e 15 4. CePC 11121` -- Created by Independent Third Party: No Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE®® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions -L5684 = :I 101703 F0,. R:,4; Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No http://www.floridabuilding.org/pr/pr_app_dtt.aspx'?param=wG1VXQwtDgt45H 1 a2A.P313N... 7/2/2012 Florida Building Code Online Page 3 of 5 Design Pressure: +48 PSF/-60 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional impact Resistant Glazing available. 5684.6 l{06 W8-09 PAN -2F153. 73, 75, X42, 426, 6R5T Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46 PSF/-50 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 5684.7 07 W8-09 PAN -2F143: 84A, 94, 98, 48, 46, 4F, 4RST (solid doors) 'Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54 PSF/-62 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors. 5684.8 _ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48 PSF/-54 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Doors with Impact Resistant Glazing. 5684.9 '09 W8-09 DSIEO-1M479: Coachman/Settlers/Affinity 08 W8-09 PAN -2F143: 84A, 94, 98, 48, 486 4F, 4RST (impact - resistant glazing) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54 PSF/-60 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.10 10 W8-12 C-DSIE-1F447 3205, 3220, 240, 240G Evaluation Reports - CBPC_ Created by Independent Third Party: No Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5o8a R5 A: CSP- _1]215 -, Created by Independent Third Party: No Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door with no glazing Installation Instructions =_56R R 103237-Re,C = . Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports : _^BC 12 5 Created by Independent Third Party: No Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door with Imoact Resistant Glazing Installation Instructions r_56R4 <.D Lrf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: No Double -skin Insulated (extenor skin 27 ga. min.; interior skin 27 ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEC6 W8 Garage Door Installation Instructions Verified By: Mark Westerfield FL P6 48495 Created by Independent Third Party: No Evaluation Reports ' =L56`3,1 1, I Created by Independent Third Party: No 3200, Double -skin Insulated EPS (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W8 Sectional Door, up to 12'2" wide, with optional Impact Resistant Glazing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52 PSF/-58 PSF Other: Max. Wind Speed (V_ Lilt) 170 MPH. Optional Impact Resistant Glazing available. 5684.11 11 W8-12 C -PAN -1E448: 524, 520, 224, C4ST, COST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-56 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.12 II 12 W8-14 C -PAN -1E448: 524, 520, 224, C4ST, COST Installation Instructions rL568.4 515 :1 Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports L. Al* Created by Independent Third Party: No Ribbed Steel (min. 24 oa.) WINDCODE® W8 Sectional Door, up to 12'2" Installation Instructions FL:584 R= 11 '0214'.-.,--"A 5c, 1 ., Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports -5184 PS 5- C&PC - 15215.ry Created by Independent Third Party: No Ribbed Steel (min 24 ga.) WINDCODE® W8 Section& Door, 12'3" to 14'2" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-56 PSF Other: Max. Wind Speed (V_uit): 170 MPH. 5684.13 II 13 W6-16 PAN -2F443: G4S, GS4, Installation Instructions 1=11584 05 Ii _0328-1PA-Re-';3 Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party- No Evaluation Reports : F_ 45 ,=EFS. _'" Created by Independent Third Party: No Gallery/Artistry/ Expressions: Steel Pan (min. 24 ga.) http://'www.floridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDgt45Hla2AP3i3N... 7/2/2012 Florida Building Code Online Page 4 of 5 GD4S, GR4S, E4S, ED4S, SS4, [AR4S 4_imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.14 '14 W8-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.15 115 W8-16 DSIEO-1M479: IlCoachman/Settlers/Affinity Double -Car (up to 16'2" wide) WINDCODE® W8 Garage Door Installation Instructions -S-- R`_ :10 '6= -=FP- - - Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL563. Created by Independent Third Party: No 'Gallery/Artistry/Expressions: Double-skm Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (up to 16'2" wide) WINDCODEgi W8 Garage Door Installation Instructions FLS634 RF. '.i 104G3E-F°A=e,J 'f Verified By: Mark Westerfield FL PE 48495 Created by independent Third Party: No Evaluation Reports FL -364 Ar f57' - Created by Independent Third Party: No Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) with Overlay Double -Car (9'2" up to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.16 16 W8-16 DSIE-1F171: 4400, 4401, HDG, HDGL, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 Installation Instructions R3 _L0.560 Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FLSo8R` AF RPC :11.21_5 L= Created by Independent Third Party: No Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (92" to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 5684.17 IJ17 W8-16: PAN -2F143: 84A, 94, ' 98, 48, 48B, 4F, 4RST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 5684.18 18 W8-18 DSIE-1F171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 Installation Instructions FL>ftt' I' _U1r4S-FPA-R_ I: Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F R r,E '4' Created by Independent Third Party: No Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Installation Instructions FL 68_ RS .. ,Q_3'70 -FP. -R_, Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FI_56R4^,F CB"'_ 1 Created by Independent Third Party: No Double -skin Insulated (exterior skin 27 ga, min.; interior skin 27 ga. min.) Double Car (16'4" to 18'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46 PSF/-50 PSF Other: Max. Wind Speed (V_ult). 170 MPH 5684.19 1119 W9-09 PAN -2F143: 93, 84A, ;194, 98, 4F, 4RST, 48, 486 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +62 PSF/-72 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. Installation Instructions t E6E:',1 02 �",JL1;-F.'•_- F•. Vii VerifiedBy:By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5 S:S= :: AE ,. _ 5 -A p_a Created by Independent Third Party: Me Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W9 Garage Door Installation Instructions r'_333 RI .' Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F_56.^: S<`=:GP: IlL.-'' Created by Independent Third Party: No http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param==wGE V XQwtllgt45H l a2AP313N ... 7/2/2012 Florida Building Code Online '1,5684.20 Page 5 of 5 20 W8-09 PAN -2F443: G4S, GS4, 'Gallery/Artistry/Expressions' Steel Pan (min. 24 ga.) GD4S, GR4S, E4S, ED4S, S54, Double -Car (up to 9'0" wide) WINDCODE® W8 Garage AR4S Door Limits of Use Approved for use in HVHZ: Yes 1 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-58 PSF Other: Max. Wind Speed (V_ult): 170 MPH. ylnstaffation Instructions FLS5 Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F,5s55' qE -3i'C Created by Independent Third Party: No iii O Page 1/2O 12 Go to Page Contact Us :. 1940 North Monroe Street. Tallahassee FL 32399 Phone. 350-487-1824 The Stale of Florida is an AA/EEO employer Copyright 2007-2010 State of Fonda..: Privacy Statement Accessibility Statement Refund Statement Under Florida law. e-mail addresses are public records. If you do not want your a -mad address released in response to a public—ecords request. do not send electronic mad to this entity Instead, contact the office by phone or by tradrtiona, mad If you have any questions regarding D8PR's ADA web accessibility, please contact our Web Master at webmastereidbor state.fl.us Product Approval Accepts: t It" -:c. I ..i® Norton 04 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQtiv-tDgt45HIa2AP3I3N... 7/2/2012 MODELS 1 24 G CI.0PPAY IDEAL 40(240S 25 GA DLI 73, 75 107 K, 41ST DRS/ I 46. 468 1 42, 428 1 PANEL OND 5111101415 151 247101 OCH 100-1-. (NIP 1 .01) 050 001YME .4010 (MOIRE 10000 104 TML 2 FaR CEP. SIIDRT 1 w on. 00010.55.5.0 '13F.1iL7'161a1s •Y' NAR ODMIWL NE Yb BM H �i Ir�i�l lrni�l Grid lr n i i Irr i r�i�l 1111 11111/11a1 I17-11kel 0PTw1 SEEMS - A L mON1 OUTSIDE arm loco( POSTON 12. Nal WIDTH N 159-0. 6220115 I-il AER RE. 1440!8.1 1EERRE WEED PNC Man 511105 (247.• MOWN 1E(TURL mug PAWIED (24 CAl BA 16:9006061 EST 75, 42. 16:9006061MOINE. RASED PANEL. GYP DUESmum 25G yc6 JAMB TO SSlPPPRTIN(: STRIICTURF ATTACHMFNI (NOT 10 E USED 1OR ARA00ER1 a MDR TO 26 MM. JAMBE) PM or .0.50.7 aaso lor Wit N.w ,. c17 wow. Loow 05.7 rwumm N an a ea rMOM"ca . Am mom 16 G PRM) DD STIES ATTACHED TO SRAM WAIT PAIOom T00 -1-10C SYSTEM (TIP, BOTTOM a COPIER) la BA DaV DOUSE DO STILE ATTACH) 10 TOP MD BORON RAE WIM PARR) -L -LOC 01514 b: DOOR SNAP LATA ENGAGES OND NFW01 TWA. ONE SNAP PATCH ON EACH SIDE R DOM DATER. 5161 OUTSIDE KEYED Me sakRON NIG P 16 T5fW 15 n 205 gr. ormaLmort. 0031. FOR FORCED Dor ANN 8001 ansIDE KERO LOa APO 0E BOLT LOC. O (10 01 ( Ow Or OuIa 7511 TOR 2) UP TOP BRACKETS USED AS IBA BOTTOM BRACKET. MODELS WIN 3•'ISICIDUCA USE 1) 3-24 ROLLER CAREER PER NOL TABLE 1 NUMBER DOOR HEIGHT OF SECTIONS• • B1•4.4410YJ/i/N11 ■PY1BI-1EY•111U 1110r6116E3B BLIL•� ' 11C 10D RE 100 M GO5 rule.. m 10 M mac R20 ll70* 0* THICK To M Ds ADM PAM (00 2 OR ERG TOWN POD NO LOW FRCP M 00011 5 1M42E0061/ 10 INE 606169Q/L_OWL A WL TACH ANON NAM SOL A W 112 OOP IOC OP 4315 LB 6 -1N G LINDA La PNF. or awn Alt JSi WM. NIG E (SETT, 101 RmI 00 0.03IEI5I TO PRDNOE A N. so *TINS 51WYK*. WOOD FRAME BUILDINGS 2.6 WOOD JAM SHALL BE MOTORED TO 071027URAL ROCO ERNIE 12121EM5 STRUCTURAL 5000 CRANE 5,01015 TO SE OE901m 8Y 81242000 PRro2Sslaw 0 RECORD BLOCK WAIT 0R_CONCRFTF 2.13 (000 .RJB 5151 BE ANCHORED 10 GROUT RO FO5C) EDC( 0411 *6 CONCRETE COLLW. BLOC( WALL5 MD CONCRETE MlUNMS 10 111 012O4E3 60 PD.. PROESSIDN4L Or RECORD it 1irleldTSGHIDNT TO ME SUPPORTING STRUCTURE OF ME PRESSURE TREAT) 2.e WOOD PADS SHILL ISE M NOTED NOME 1'a OP/0000 81' M APPROPRIATE OF51FN PROCESSIONAL Ab N ACCORDANCE WON CUNFM KNOW NOES FOR THE LOADS USN)) ON TNS DOMINO PREPARATION OF PAM BY 011425. DE DESIGN OF THE SUPPORTING STRUCTURAL 00140475 SHALL BE TIE g6P005BMY OF ME PROFESSION./ OF RECORD FOR THE BROK 00 STRUCTURE AND 00 ACCORDANCE CORN CURRENT BULIMIC COM FOR THE LOADS ESRD ON THIS ORATING INIL 0 C. 26 DITCH AWN 1 �. 11, 1 l N SRL NS01 HNDLE SECTION WOOL rHORIZONTAL JNA / (NO LOAD) WON 0004) ll FASTENER JJ TWE Ma No. Cf 05106 PER VERTICAL AMO ALL N01.NMD 0f TRACK. ADDLES, HORIZONTAL 1PICK 51200115, ND NL DINER 0008 HARONNE TO OE NSIALIED PERI CLDPAT NSTAIJATON W51RUC70R5 SUPPLIED ROH DOOR SYSTEM LINES OTHGWSE NOT) 1• NOR OVERLAP (PION SDE) - IRAs TODD LMR SEE "PAPARAIDN 00 oemc 5100 WOW. BY DOOR 24TALLOR (TO 5111) 16 G GU STEEL END SI.E ID G OILY 5107 DOUBLE 010 STEE 20 DA CP.V STEEL 7077 STILE RbRMO15MOLE FASTIE 120 Slta ROW OMB MM a/1R•' -5/B• LA0 ]CRL5; NR 10 ORD 4• D c. 20*1 4K MPEE WY BE I100m 01.5 FOR JWB TO STRUCTURE ARACNOD POINTS 2' CAW. STEEL TRACE FASI0IED 10 12 G GNLY. SHED TRACK 025 TICK ARACl/D TO 0101 CLIP MRN ONE /4'6/11' BOLT a NUT. OCR 1RICK CLP ARKRED 10 CONRNU040 14441E WIRE (2) 7/4' CAA WETS PDR 02 \_ 41�in *7010 11• 4) Nur M. T 5 0NU522005)) laa NK Ca To E'O s1110Et' it`l .6Eo_22106meno6 mow BRACKETS DSTOED 120 N0�00 ANIS NRH 5/1 6•.1-5/6• LAD SCREWS NOT TO EXCEED 14. OC. 7/10 LD Ratio 2• GNP STEEL TRACK FASTEN TO P' L 011 a Una 12 G DALY STEEL )RACK OPCICEIS FWD. WEE RIG TAROQ ATO EALN BRACKET 8710 OPE 1/4 N6/6_ 8011 a NUT SNEET METAL ASO II4/5/5 SHEET - Oa LORD 5112 DILL RCA. IlTrm STELL OR W. 50. TABLE 2 U..- _a- SEcn0N B -B OPTIONAL IMPACT RESISTANT GLAZING DR Row oF 110.-1556. Guam RN 0216 TCP 6.00 a.. 16 NOD -10 -114L -WP YL50 (NOT 0 ONDO 12P 6 Is-vr ammo B Norm N N01L10 OP USAN WC/WL 2 . AN .NPN0,1D Cp PAASM AccaNBv N 1Q Wml EQ SSC. Bi FOR A16001.1 OLT • NTT* WILD E W1ER N.. (PER 1 (PER JOIN) SLIDE BOLT LOW ENGAGES MT0 YE /00. 1R., ONE CON OF BOOR I EEM 110 112 113 114 115 25 GA MN G-20 (OR EGNAIENT) EYRRIOR STEEL SIN WITH W(m-0N PRINEIU AND A BAKED -ON POLYESTER PRM) TOP MAT /DUD TO BOM SIDES a SIAL SAIL OAR. WSW INow Am(1150 ifAn1GG NIL LIMO oAKOOTW0 l0 7-14)FILO. 61 SMO CODE a lit 04 1) Y1 80. COOL (WED ON ARC* -1n FOR M Fg11 OF MTN IN *0a ROI80 20 1) NOOr SLOW NO ) 1a1M0 0) DOOR MMCWW¢ NIM MBM0•0K 00 MO IL 3) Mn W7I/W.PM 1 e fR-ME DLdA 06iD COIGN Y0 KNAARW M 1M WR 10 I tl0 UO 163 DECD OPW In ISO Dem. Lono 1 B c c 5 5 MMI Ron POEN 1 aP 17 312 D. SP F. TRACK C0011OA11C01. 000RS UP TO eV. NIGH kL, ''L'Ilk, '' 11 - TRACK CONFIGURATION NICHE THE DOOR 01.0B140 DOES N01 PDC/ TIE WO LOAD RAMC I0162artM TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) -1l i DOOR WUMO9YANfl DSId `(I l3GY y1GNNP.. SM. NAG BRACKET /B" MOIL. ]BLICJL IB67IDtl Y OIL0. 51041 TRACK, TRACK 714100I04 063' OAR 11/30/07 07/07/06 06/14/06 10/24/11 COMBM) CIOPAT. 0010E5 AND DEAL 04/N. HOLMES NOW 64 ' Y ADDED RAND RI ASTAM UTE OPTICH, MCIFASED MAX. (COPT ADDED IA/14 428 110 OD REVISED STRUCTURAL NOTES FOR WNL UPDATED WMDSPEED5 YY/146/B• SHOT METAL SCREWS L r 4•J " SOS T 4500415. 100L2L le G NIFRWLMTC MEP NEL •r 1 4 Aco1LOIXT . 46 K 'SCREWS w 5 21ED Aro0 70 1p1 RRACIET 6111 (2) I/411/r BOLTS NUTS PER e6NL5ET SIM LAP AONIS 14 OA 0LLv ROLLER NNOE. E.501 l 6/7 PA5101) TO END 040 7 6/(4) 146/0 SHEET METAL AND (2) 1/8' /4' SELF TAPPING SCREWS. (SII NEW b') L 2-1/2" 1�L -I 5/W (TIP ) to G oAly sial WE 6' TML c-OMNNFL PER DOOR SECTION W.144.13440"" star TAPPIO SWOP PER STILE 10001 4. N'- /4• Not N 16 OA GRAY 510 7 (7) PG DOOR 912110sm.110N Ono. (9) sOR no o0O *07ON (SE 212 ELEVATION) . Da 501 MUSED847*4M0 (3) 1/474/4.005 TAPP. 506115 (TWO 111111113/1= M 5o d MIH 0PDOM�1 ML so RNNSwt TUR 746 61111150.110 41 r0 60774* 0x04801 31 07.80 21 ,/4-a ola m AND rlpip(il 1/4• AArt rAal A 20.432 Ho (11/.a 0) wD16um . E ADR pap ATTR4M (2) lM5ro"SHEET METAL SCREWS. AURIN N EXTRUSION B WW1. WGNOKIIEP. grl0* 4-4 (011111 NEM LIN TOP BRACKET ATTACHED '/8714 (2) 1/4'3/4' SOY TAPPING SCREWS TW. 2-1 2'.12 G GRA, STEEL WAD. OWNED OR CPS DISTANCE BETWEEN 104)05/CUPS NOT TO COXED 14. 0.0 (POWS LP TO W( Op77W NW N. VG 100 *NMS No BOOR TT 10 B -° 1M.L TMG 005 NO (I) RAO 1.14.0E1 a ((n gm Clopay Building Products Company L. TOP WACKER t;iiiiiiii COUNE 07LD(Ta TRACK ITOUPILLIBLEY TRACK CONFOURATIOM 00015 UP TO 16'0' 14211 TRACK Csetnom 10N MOVE TIE DOOR 4RO4K DOES NOT EASTER DIE RANO USED RATNO. DO016 cr. 6NAIN � L MOM. 110301.0 ALCMs sfaLD AT ID Dar. Y OLLV MPD® SIOL 140!0 M0 mar_ L MCP MO.. TO, N0f 103.70: aro. HOROMTN TWAT SUPPORT IFT 4pIFT ODORARD 'AR1LiI0Ii no 1/ 4 MIS NUOR [Nd1NA0 R AL nod LAW POW. DOT TO TRITON 1 0E030 DONOR: MARK W. 561ERRELD, PE FL PE / WNW NC P #93632, TS PE #91513 CLOPAY BUILDING PRODUCTS COMPANY 17C7PAN-7153 8585 DUKE BLVD. MASON, 01.1 45040 15AT5' 11/21/94 (513) 770-4800 WAIL m WNW oN awn at BOLT RNO N 16 M EACH L011MRN DDT lno3DN 1(6.5110 SOC•2{I'61 BEIDNE N eau. 047E 6/16' • 1-0/5- LID OM. 0K0 AT THE SNE DISTNIOS IES TE WNW COLS (IL 3-1/2•, l0•. 2r. s4e•. Etc) mow. soon AT l. •. A 40WT. MON T. N50 140 20 1 10 50185 IDWO MBR VO1110W/100002a TOCK AUIL1LaN DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F. TEST LOADS: +63.0 P.S.F. & -72.0 P.S.F. o• N, 0110,21.011 N lowA....A ocoacs 1°PN'w�N...I I 1.20000 12-1N PAN +42/-48 16-2 % 16-0 BWVDc R.o 101309 mat 001 cao 16'2'W K 16'0"1i TIBC Clopaiy® BUILDING PRODUCTS A (ir,fjrx, Cornp rx, December 15, 2011 8585 Duke Boulevard Mason, Oho 45040-3101 USA (513) 770-4800 • Fax (513) 770-3558 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind Toad door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by 9N-3.005(4), the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM -E330 and ANSI/DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI/DASMA 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as impact -resistant assemblies. TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN -2F153: .1017_02=Rev _mats;.. _doQr_._size_ 9 '..Cr 16' 0" +421-48 PSE _(design load) 101309-Rev15, max. _door size 16'2" x 16'0", +42/-48 PSF (design load) 101796-Rev14, max. door size x 16'0", +4 -50 PSF (design Toad) TABLE 2: Drawinas for doors with Manufacturing Product Code (MPC) PAN -2F143: 102621-Rev07, max. door size 18'2" x 16'0", +42/-46 PSF (design load) 103287-Rev04, max. door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-Rev05, max. door size 9'0" x 16'0", +48/-54 PSF (design load) 101300-Rev16, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 101706-Rev13, max. door size 9'0" x 16'0", +62/-72 PSF (design load) TABLE 3: Drawinas for doors with Manufacturing Product Code (MPC) DSIE-1F171: 101703-Revll, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 103028-Rev08, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4: Drawinas for doors with Manufacturing Product Code (MPC) DSIEO-1M479: 103436-Rev02, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 103560-Rev04, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 5: Drawinas for doors with Manufacturing Product Code (MPC) C-DSIE-1F447: 101705-Rev08, max. door size 12'2" x 18'0", +52/-58 PSF (design load) TABLE 6: Drawinas for doors with Manufacturing Product Code (MPC) C -PAN -1E448: 102645-Rev07, max. door size 12'2" x 18'0", +50/-56 PSF (design load) 103288-Rev03, max. door size 14'2" x 18'0", +50/-56 PSF (design load) PAGE 1 OF 5 FILE: CBPC_111215-A.00c .1 CI EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 TABLE 7: Drawinas for doors with Manufacturina Product Code (MPC) PAN -2F443: 104067-Rev2, max. door size 16'2" x 16'0'1-, +46.6/-52 PSF (design load) 104121-Rev01 max. door size 9'0" x 16'0", +507-58 PSF (design load) TABLE 8: Drawinas for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104038-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 9: Drawinas for doors with Manufacturing Product Code (MPC) DSIU-1F171: 104185-Rev01, max. door size 9'0" x 16'0", +48/-50 PSF (design load) 104280-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 104281-Rev01, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 10: Drawinas for doors with Manufacturina Product Code (MPC' DSIUO-1K479: 104277-Rev02, max. door size 9'0" x 16'0", +54/-60PSF (design load) 104278-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 11: Drawinas for doors with Manufacturina Product Code (MPC) C-DSIU-1F447: 104112-Rev00, max. door size 16'2" x 18'0", +50/-56 PSF (design load) TABLE 12: Drawinas for doors with Manufacturina Product Code (MPC) C-DSIU-1D447: 104245-Rev01, max. door size 12'2" x 18'0", +52/-58 PSF (design load) Test Reports: ATL 0428.01-09; ATL 1112.01-96, 0808.01-06, 0305.01-08; HETI 95-494, 95-496, ATL 0808.01-06; ATL 0924.02-02; ATL 0823.01-06; HETI 94-252, 94-254, ATL 0808.01-06; ATL 0827.01-04; ATL 1008.01-07; ATL 0606.01-05; ATL 0107.01-09; HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018.01-04; ATL 0415.01-08; ATL 0331.01-08; ATL 1106.01-07; ATL -0128.01-08; ATL 0327.01-08; HETI 03-1358, 03-1359; ATL 0610.01-08; ATL 1202.01-08, ATL 1210.01-08; ATL -0609.01-09; ATL 0415.01-08; HETI 03-1358, 03-1359; ATL 0606.01-05; ATL 1106.01-07; ATL 0512.01-09; ATL 0127.01-09. Product Description for doors with MPC PAN -2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73, 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Product Description for doors with MPC PAN -2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. PAGE 2 OF s FILE: CBPC 111215-A.noc EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Product Description for doors with MPC DSIEO-1M479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that 'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 5. Product Description for doors with MPC C-DSIE-1F447: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC C-PAN-1E44S: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST. Product Description for doors with MPC PAN -2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4. AR4S. Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2L?, AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with MPC PAN -2F151: These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76. PAGE 3 OF 5 FILE: CBPC 111215-A.DOC ® Clopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next - to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product Description for doors with MPC DSIUO-1K479: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn-N, BRK2nn, BRK2nn-N. Note that 'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 8. Product Description for doors with MPC C-DSIE-1F447: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skins are at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G. Product Description for doors with MPC C-DSIU-1F447: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3720, C7X20, 240U, 3722, C0X22. Product Description for doors with MPC C-DSIU-1D447: These doors consist of a base 1-3/4" (min.) double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, C0X22. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in PAGE 4 OF 5 FILE: CBPC_111215-A.Doc C Clopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per 9N-3.005 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature;,,,; Scq i:'Hamilton, P. E:. tt�ric�a .P. E. N9. Date': f'4 PAGE 5 OF 5 FILE: CBPC 111215-A.Doc Florida Building Code Online Page 1 of 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC(S Site Map Lints Search Business {g .!,IProduct Approval Profess oral USER: Public User Search Criteria Code Version 2010 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVH2 ALL Impact Resistant ALL Other ALL Search Results - Applications IFL#Type Manufacturer FL [4665-R2 Revision Haste, { > Application List FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Pet,r 14665 ALL ALL ALL ALL ALL ALL ALL Validated By IStatus Therma-Tru Corporation Il Ryan J. King, P.E. Category: Exterior Doors IN' Subcategory: Swinging Exterior Door Assemblies (813) 787-8283 `Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comm-ssion if necessary Contact Us 1940 North Monroe Street Tallahassee FL 32399 Phone. 550-487-1824 The State of Florida !s an AA/EEO employer. Copvnoht 2007-2010 State of Florida., : Privacy Statement Accessibility Statement Refund Statement Under Flonda law, e-mail addresses are public records- If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at wehmasternii1dbnr.state.fl.us. Product Approval Accepts: To Brothers Lot # 71/D PGCC I Norton '" 1,10 A Openings http://www.floridabuilding.org/pripr_app_lst.aspx 71-'1-101-) Florida Building Code Online Page 1 of 2 !CIS Home Log In User Registrat.on Hot Topcs Submd Surcharge Stats & Facts Publications FBC Staff SCIS Sae Map inks Search Business Profess naI€� Prod Puct Approval 5E_ > -pr ,rat t o.1 > i FL # FL14665-R2 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archivec Product Manufacturer - Iherma-Tru Corporation Address/Phone/Email 118 lndustnal Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbIdgconsultants.com Authonzed Signature Vivian Yirtght— rickw@rwbIdgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Ryan). King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect Equi, _ 1t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7fr... 7/2/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of-Rroducts �FL # 14665.1 Method 1 Option A 03/13/2012 05/30/2012 06/19/2012 'Model, Number or Name a. "ClassicCraft", "ClassicCraft Rustic", "FiberClassic" or "SmoothStar" Series Limits of use. p-p`roved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A - Ot-i &r: See-tN5f 14665.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-04 utilized for areas inside the HVHZ) 14665.2 b. "ClassicCraft", "ClassicCraft Rustic", "FiberClassic" or "SmoothStar" Series Description "Impact" 8'0" Opaque Fiberglass Single Door with and without Sidelites - Inswing/Outswing configurations (X, OX or XO, OXO) Certification Agency Certificate 14pG5 R' C CACI ii'66.'2 i;AMar_- di Quality Assurance Contract Expiration Date 03/31/2016 Installation Instructions FL1-4665 R2 it Itist 14565 l.c-j4 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL146r1R2 - EVAL F L14555 R2 AE 'iL Created by Independent Third Party: Yes Impact" 8'0" Opaque Fiberglass Double Door with and without Sidelites - Inswing/Outswing configurations (XX or OXXO) [Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14665.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-04 utilized For areas inside the HVHZ) Certification Agency Certificate i=t'..146?5 R2 C 11665.2 iIA L,? `e I rir i Quality Assurance Contract Expiration Date 03/31/2016 Installation Instructions L14635 Ri2 ri4,362 itt T.T Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Pa'ty: Yes Evaluation Reports =L1 ELE P;? AE EVAL i-i63S -_i F- I S?6 AE AE TT-Pas;N: Created by Independent Third Party: Yes Contact U5 1940 North Monroe Street. Tallahassee FL 32399 Pnone' 850-487-1824 The State of Flonda i5 an AA/800 employer. Cooyrioht 2007-2010 State of Fionda.. Privacy Statement . Accessibility Statement :' Refund Statement Under Flonda law, e-mail addresses are public records. 1f you do not want your e-mail address released in response to a public -records request. do not send electronic mad 10 this entity Instead, contact the office by phone or by traditional mail If you have any questions regarding DBPR's 804 web accessibility, please contact our Web Master at webmastermdbecstate.0.u5 Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw-tDgsw8ZVNfe8A7fr... 7/2/2012 THERMA IiRU THERMA TRU DOORS 1 1 E3 INDUSTRIAL DR., EDGERTON, OH 1351 7 SMOOTH STAR, FIBER CLASSIC, CLASSIC CRAFT & CLASSIC CRAFT RUSTIC OPAQUE FIBERGLASS SINGLE DOOR w/ AND w/o SIDELITES INSWING /'OUTS WING "IMPACT' GENERAL 140TES 1. this product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High `; elocity Huoicane Zone' (H'VHC). See the Certifieolion Agency CerI6cate ler zes, specifications and ratings. .. Product anchors shall be as fisted rind spaced as shown or. detoits. Anchor embedment to base material shall be beyond wall dressing or stucco. 4 When used in the "HVHZ" this product campfire wilh Sec irin 1026 of the Fl,rido Building Code old3025 not require an impact resistant covering. When used in areas outside of the "HVHT'regniring'.vind borne debris protoction this product compiles .vitt: Seclion 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile le, el 'Lr' and includes Wind Zone 4 as defined in ,'STM E 1792 and 6 ection 1609.1.2.4 of Tho FBC. 5. 5,x 2t, stud framing consin iction, anchoring of there vit., d,all Lt the son ie os that sl r.wn for 23 hu rk mast, nr construction. 711 conditions tt✓at de,riate from the rdelare nl irdr dna..1110 require further ernlneernq arraya li,-ns•ed engineer or registered architect. Outswmg c.onfigrn'atioris rising tivestiokt item 1131 nreel voter infiltration requirements for"H':HT'. enfigurations using threshold items 415 &'9 1133 ors 9 ,13f do 41.-4 ease: tl re water infiltration ier-piroe en!- ;I -1•55HT and trail be ircrdk "only In n. irrt._:Litabie aortas n• habitable l .cations protect;,' Lis' an erhan 7 or .5 anopy such that thy, angle Lam•*.vena tf w , 1-,' r.f .,an0psv rn 3 . ertvosa ie' .:ill it ie_. then !r Spa -e1. TABLE OF CONTENTS SffEETI{ DESCRIPTION (1ypu..21elpvna0n,devgnpre s.' : :781 rano tips: panel details ;Smooth 1:1) Door parol delals (Classic Craft) 4 _ Coco' panel details (Classic Craft F'rt7.: Door panel details (Fiber Ciass'c) n Sldelde panel detaih --_ Nevolions fi Harzonidl.-ro.s:ecticnr SHEETR 1 DESCRIPTION 9 r Horizontal : r u.: seo 11.4 is 10 1 Vertical crest se:-tii.n: r11 \'ordeal Gros'. se,ar.ns _ 12 I B,)C k n• -rd Frame anchc nr.q (i; i 13 Brick and frome anchoring (02)3)) m 14 Buck and frae anchoring (CAC ) l; �Componerits -.- I lo Bill of materials rind cempxiei :. 3, 11.7 MAX. FRAME WIDTH 2 x'162) Et z z wPC tA X 4 � $ F. 0 0 76.'5' h879.i �.A. rfAME WIDTH -.- 37.73' MAX. FRAME WIDI!-I g i Q R 1 15 7 5' MAX. OVERALL FRAME WIDTH 37.0 MAX. 3-.75' MAX. FRAME WIDTH -1 FRAME WIDTH '1 00 MAX. CONFIGURATION FRAME DIMENSION 37- 5" : • 98.00,. 7e `5" . 98 00" MAX. DLO. DIMENSION 11.26. r_) Hr— DESIGN — DESIGN PRESSURE (PSfj DESIGN PRESSURE (PSE) 1 INSWING OU7SWING POSRIVE NEGAITVE POSIT V6 NEGATIVE +55.0 -55.0 +55.0 -55 0 a4 fib" 'i o +50.0 -55.0 +55.0 -55 0 070 115.75' c 83 00' 24.58" v 79 63" +50.0 -55.0 +55.0 "55.0 THERM - TRU m 350 c il 3ERT. M4R.k' W G a: :7-I L \1L: et _, SCALE- N 1 ,-w: t,1: .8 air Lt --.5 arAwihc n5.: FL- 14665. arEer 1 or 1 F RAA - Projects \Project Folders \Pros 1601 - 1700\PF 1605\D. RWBC Orawmgs\2010 FBC\FL-14665.1-2 dwg, 2 .F-- 95.25" MAX. PANEL HEIGHT p)p , O D N S g FeIv0 nz XZ T o ✓n 1.53' —H 3/6/72 ATE R b 0 IX H 170 0 53 -- m 4 1 PRODUCT: THERMA - TRU I I If PART OR ASSEMBLY: LF REVISED TO CERT MARK METHOD BY 1 DOOR PANEL DETAILS REVS1ONS 1 (SMOOTH STAR) �J 201 1 N.W. f3wi_on+n CON,ULTANT9 INc NOIL33S SS0>e31VINOZJ8 1m 200 70 Docunenle Prepored Dy' BUILDING CONSULTANTS. INC P 0. Box 230 Volnco FL. 33595 YY Phone No. 813 659.9197 Flondo Boord of Profess:onol En9.neere Cer66eoteon:ot.on AuihNo 9813 fiF.s a.. 4 Lyndon F. Schn cli, P E. No 43409 5 it 0 36.00" MAX. PANEL WIDTH 3C 0 I 4 — DETAIL A -A — DOOR PANEL SOJ Classic Craft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 n 0 n r. o('r 0r 0 o 0 (0 0 0 0 0 0 0 C 0 0 0 0 O C 0 0 0 0 0 0 (0 006( 0 0 0 0 0- 0 0 r — POLYURETHANE / FOAM CORE PANEL REINFORCEMENT 0.023" THK. #9 X 3" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) PANEL REINFORCEMENT 0.027 THK. Panel reinforcement M1,X. 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 3A TOP RAIL c-.) HINGE STILE DOOR SKIN 0.125" THK. F/=6.000 PSI MIN. 3E LOCK STILE E-A BOTlOM RAIL EXTERIOR INTERIOR \ VERTICAL CROSS SECTION 3J THERMA - TRU Y 1 0 O o z DA E. 00/2./ 1 2 SCALE- N.T.S. Dwc. 6Y- JK CNN Br LFS 3 DRAWING NO 0 FL -14665.1 0 SHEET 3 or 16 R 01 - Projects' Prolecl Folders \Prq 1601 - 1700\PF 1665',D RWBC Drawin9s\2010 FRC \FL -146651-2469 u 36.00" MAX. PANEL WIDTH o 0 L DETAIL A -A D9OR PANEL Classic Craft Rustic D ET -.. I DETAIL A -A Panel reinforcement POLYURETHANE FOAM CORE EXTERIOR -- #9 X 3" PFN WOOD SCREW (TYP. 4 CORNERS OF PANEL) 4A 4) — PANEL REINFORCEMENT 0.023" THK. 4B rTV 0 0 , o1A. .b ® Mph. 28.86% OPEN AREA MAX. INTERIOR HORIZONTAL CROSS SECTION 1.43" -1 46 BOTTOM RAIL 4.05" 4C LOCK a HINGE STILE DOOR SKIN 0.125' THK. Fy = 6,000 PSI MIN. 1111111 IC - PANEL REINFORCEMENT 0.023" THK. 4A TOP RAIL EXTERIOR INTERIOR _ J (I)VERTICAL CROSS SECTION 0 0 W REVISIONS ry f, w a 0 0 _Z u DATE 06/2: /SR: 1 SCALE N.T Owc a ' cHN er. LFS 3 DRAWING NO.: FL -14665 1 SHEET 4 Or 16 N POLYURETHANE FOAM CORE 95.25" MAX. PANEL HEIGHT 0 DETAIL A -A DOOR PANEL �./ Elbe( Classic COC 0 0 0oc00 Cr .2 r cc_„000. ; 0 0 0 Cr 0 -coot — PANEL REINFORCEMENT 0.023" THK. #9 X 3" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 5A $B PANEL REINFORCEMENT 0.023” THK. neoo DETAIL A•A Panel reinforcement EXTERIOR INTERIOR HORIZONTAL CROSS SECTION - DOOR SKIN 0.110" THK. / Fy = 6,000 PSI MIN. f 4.07 SB)LOCK STILE D O $C HINGE STILE $D BOTTOM RAIL 28 86% OPEN AREA MAX. SA d� EXTERIOR INTERIOR VERTICAL CROSS SECTION THERMA - TRU 8 z O ' Z U DATE 03/27/.1 su NTS. Dwc. Br JK CNN er LFS 3 rf DRAWING NO FL -14665.7 0 SHEET 5 or 16 36.00' MAX. PANEL WIDTH 95.25' MAX. PANEL HEIGHT 1700\PF 1605\D. RWBC Drrmngs\201 projects \Project Folders \PT, 79M MAX. D.L.G. L DETAIL A -A g01 SIDELITE PANEL 00000'ooa) 39 DETAIL A -A Panel reinforcement 24.58" MAX. D.L.O. INTERIOR — 154" —{ 6A STILE AND TOP RAIL Sidefte —1.54"-- Cu')BOTTOM RA1LJ Sidelfe 1t8 X 2-1/2" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 2" DIA. MAX. Odo -� %28.86%OPEN AREA MAX. EXTERIOR HORIZONTAL CROSS SECTION EXTERIOR CELLULAR GLAZING — �. \ TAPE 1.53" /--- SIDELRE SKIN 0.065' THK. Fy = 6,000 PSI MIN. U U V PANEL REINFORCEMENT 0.023" THK. LITE FRAME Alum. 1/7' — GLASS BITE DOW 995' INTERIOR r„� DOW 995 OR SIKA 552 G1 GLAZING DETAIL ' NOTE: DOW 995 may be eliminated at door panel (Max. Design Pressure = ± 50 PSF( 1/8" TEMPERED GLASS AIR SPACE 5/37 ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/8" ANNEALED GLASS SWIGGLE GLAZING SPACER G1 EXTERIOR rpoLit? INTERIOR VERTICAL CROSS SECTION THERMA — TRU 0 0 o r` 0 0 W 0 W N> U W 0 rr 0 I0 5 0 e Q n a _o z DATE. Oo/ 27/ 1 SCALE' N.T.S. DWG. BY JK CNK. ev. LFS DRAWING ND.: FL -14665.1 SHEET 6 or 16 SIDELITE PANEL DETAILS 0 ao 1 1 R.W. ewLO ND CONSULT R W - Projects \ Project Folders \Proj 1601 - 1700\PF 160510 RWBC Orawirgs\2010 FBC\FL-1466 1 a HARDWARE TABLE MANUFACTURER MODEL KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTI -POINT LOCK: TONGUE GEAR SYSTEM 9 \\ O 10 THERMA — TRU 0 PART OR ASSEMBLY, N Z O 0 ;Z_ amt.Oo/2)/11 SCE N.T.S. DWG. Br. JK CNK BY' L FS DBAWINC MO. FL— 14665. 1 SHEET 7 Of 16 N RAA - Projects \Project Folders\Prof 1601. - 1700\PF 1606\D RWBC Dravnngs\2010 FBC\FL-14665.1-2dwg, 8 l"S99bt—l.4 r m O 70 z -4 20 'O A z m 0 X1 X m 2a 0 20 A m 0 0 K Z I in \ 1 1 3/6/12 —I NO1 DATE r REVISED TO CERT. MARK METHOD I LFS I BY I _ REVISIONS 02011 R.W. Bu1L.,Ru CUN6uLTANr5 INC PRODUCT. THERMA — TRU PART OR ASSEMBLY' HORIZONTAL CROSS SECTIONS Documents Prepored By. BUILDING CONSULTANTS. INC. P O. Bon 230 904,00 FL. 33595 YY Phone No.• 813 559,9197 Florida Board of Professional Enq,neers Certificate Of Aulhnrironon No 9813 Lyndon F Schmidt, P E No. 43409 RVA - Projects \ Project Folders \Prc1 1601 - 170O\PF 1605\D RWBC Drawings \2010 FBC\FL-14665.1-2 dwg, 9 Fri m 0 ."O Tg m n01 , I- Az ,I I I. N TI x 1 fn \1 1 3/6/12 REVISED !m - -+NO� DATE ,')201 1 R.W. Bu1Lo1N¢ CONSULTANTS INc. PRODUCT. THERMA — TRU PART OR ASSEMBLY - Documents Prepored By: V V BUILDING CONSULTANTS. INC. W P.O. Bos 230 Voln0o FL 33995 Phone w 813,859.9197 Flora Board of Profess,onol En9,n¢ f e TO CERT. MARK METHOD 1 LFS ./ Certificate Of Aat moyt�ion No. 9813 BY HORIZONTAL CROSS SECTIONS ,, REVISIONS Lyndon F Schmidt. PE 140 434.09 R V+- Projects \ Project Folders \Proq 1601 - 1700\ PF 1600 O RWBC Drawings \2010 FBC\FL-146651-2.dwg, 10 n 1-1/4" MIN. EMB. (TYP.) z O A • - F y 3 O1 jo o y - 1 • � N I N in \ 1 1 3/6/12 REVISED h - - NO] DATE I TLT 201 1 R W. BUILDING CUNeUL1 ANTS INC. D 7.1 D l al70 g. �1 an 0 z PRODUCT PART OR ASSEMBLY: TO CERT MARK METHOD LFSI VERTICAL CROSS SECTIONS BY ( REVISIONS -2-1 A O X ti 0 0.15 CSINK (TYP.) 1-1/4"MIN. EMB. (TYP.) n Q H erg 0 n H z THERMA - TRU Documents Prepared By. ✓ L BUILDING CONSULTANTS, INC. P.O Box 230 Volnca FL. 33595 YY Phone No.' 813.659.9197 Florid° 800rd of Professional Engrneere Certir,cate Of Authaniol,an No 9813 Lyndon F Sc0m.dt. P E No 43.09 R W. - Prolects\Project Fdders\Pro) 1601 - 1700,,PF 1605\D RWBC Drawings\2010 FOWL-146651-2.dwg, 11 I-1/4- MIN. EMB. (TYP.) m z o �X 8O ° 3t" ny a3 ® n 'p— ii CD O ZD 0 n 0 N rn Y -J 91 >o l l 13311S ,11,11i11 I 111 1-1 /4" MIN. EMB. (TYP.) O w°; 0 A rU Y 1 61 1111'6 0.15" CrSINK -- (TYP.) rr O I-1/4" MIN._ 1 EMB. (TYP.) is z` I PRODUCT I ) THERMA - TRU o z \I .-� lI1II 1 PART OR ASSEMBLY. t- N ~IN1 D EVERTICAL 6/72 IREVISED TO CERT MARK METHOD LF5 DAT BY CROSS SECTIONS 1 REVISIONS 2011 R.w sLI,orNo corweUL7.N,9 +Hc 1-1/4" MIN. EMB. (TYP.) - - 0ocemenls P.SPO.ea By BOLDING CONSULTANTS. INC oP.0 501 230 0011,0 ft.. 33595 YY Phone No. 613 659.9197 Flondo Boosd of Prolessronol En9rneers Certlt,007. Ot on No 9613 Lyndon F. 50001,01. P E No 43409 RIO - Projects \ Project Folders \Proi 1601 - 1700\PF 1605\ RWBC Drawings \ 2010 FBC\FL-14665.1-2.dwg, 12 1WL3a nota Via ? HaiV7 c n x c n 9NIbOHNV )ons BWVf 30NIH cp z0 zz "' 25.5' 7.5' FROM Tr" HINGE t- - - r TOP OF y z TO HINGE DOOR PANEL ml Z zz 0A Or— yo 0 A yo A 7N 0 ccgp`s 0. k Qte 0 rc -0 c I I I co 02 n 7 I I I I I I 14.7 MAX. ON CENTER l7' -- - • y NI N N \n \ 1 10+ --1 N01 PRODUCT' THERMA - TRU _ PART OR ASSEMBLY: 3/6/t2 'REVISED TO CERT. MARK METHOD LFS BUCK AND // DATE I BY FRAME ANCHORING (x) � '?7,� REVISIONS lynoon F Schm4 .dt. P E No 3609 13.21" I 595 86.51 60" Documents Preoored By: BUILDING CONSULTANTS. INC ✓'T{��/f/ P.O Bos 230 Volnco FL 33595 Y s' Phone No 613 059 9197 Flor,do Board of Profess,on0l En9.neer3 Cerl,f,cote Of Author,tolion No 9613 02011 R.W BUILDINo C0N5u.TANTs INL R1A - Projects \ Project Folders \Pro) 1601- 1700\ PF 1605\D RWBC Draoings\2010 FBC\ FL -14665 1-2 dwg, 13 N or N _ D no4naO Nn "0 (?) O l O t9 C aaa z M`DPam`Dog.29 Un0 0 j 3 m _ N z 89380-9., a a a; pc) g&s°2_1&;42 _ A o- c 7 Q. O ° A m -.7 0 ao z m ' a ci— 0 3 0 3 n 2,° _ m �oQo ^' 3 n' m m'.. ▪ �? Sam u$Q t °i m g;gc3o inoc.n 3 m • >0R3- 3 D x m a 0 . o r„n oa Q'a ';4On n3om 8m aa v m8 galn0 k j O X a 0 - Q ° O o 0 P12' Z `m MI m A D • 70 K 6 Cl nn a'ca Zi a zm 0O a 0 X CO n ED N � )♦ W n ON nS< To I I A14 1 .i _t__L•0 . N T 2RI 0 AAy mgm JOO 18.2' MAX. ON CENTER S' + "c -.1 ,.1.; 1 1 �� :1-:�I j 8 z I I 1 1 A r —I y 1 1 1 I PART OR ASSEMBLY 1cn x to \I 1 3/6/12 REV7SED TO CERT MARK METHOD I LES 1 — ' — - .I NO DATE 1 1 BY 1 ANCHORINGBUCKAND FRAME (ox/ 0) 1 REVISIONS 1 02011 R.W euo_coon CO0suLTANis loc. 0 0 ❑Q. 1 r 25.5' 75 FROM TYP" HINGE - - 1--- TOP OF TO HINGE DOOR PANEL -73 D- m D Co X Co 'CI 1 " I " 1- —__t 14.7' MAX. 1 1 ON CENTER I I I I 17 1 PRODUCT THERMA — TRU 14.2" MAX. ON CENTER 59.5' 86.57" 617' ® f 1321" •p Documents Prepared By ✓ V BUILDING CONSULTANTS. INC. P.O Box 230 Voinco FL 33595 YY Phone No 813 659 9197 Flondo Boord of Profeas.onol Eog.neers Certilicole Ofylhonxol:e No 9813 L3.7.,Z Lyndon F. Schm,dt. P.E. No. 43409 X rn CD m n0 R\A - Projects\Prosect Folders \Pro! 1601 - 1700\PF 1605\D RWBC Drawmas\2010 FBOFL-146651-2.dwo 14 b N 2'm z 0 0 a Q.x cp n fT , m= n��ono okn O 2 F3ReP,cungA b o000o°gm - H Z ?� g o 5 a P Z a s Rn oFSaoW = c —A.?5-pin z o ao Z I.ci® o3n�lmH u r m >•> ° m W' 9N W n ▪ tZ came° s a , 08 Fri (-4_, Wa(c133a W y�yZ - (0 infl OOp6 4 N N orp 3pW m tr a \ 10 x, m O N Q 0 w N .fib Z0 W C x x1 m N' C 0m a„aa Y re -. ;' R 2 Z 0 p 0 7. 0 b • W n Z _, < CD A F 0 m W O. 1v ^' rn n Z 0. . • W .4A km r"r: W 1. W 7 A n m a W C W CD a m 0 n m W 1Wi30110KIV30 Y H7LLV1 91” ONIVOH3NV yam 901IVf 39N1H E o fl angl I If • = al 0 2• Z5 np mIAI 18.7 MAX. 4., ON CENTER 25.5' 7.5' FROM TYP" HINGE I - TOP OF TO HINGE DOOR PANEL z0 m ZZ " I.. I. ,I :. la 1.. 1 1 1-1 1 1 o m — Z 1 I 0 1 t 7 Y o Im CO 20I 1 R W c 0 0 11 F a Zm 1 3/6/12 REVISED TO CERT. MARK METHOD LFS NO. DATE I BY BUILDING CONSULTANTS IND REVISIONS 14.7 MAX. ON CENTER m 1 1 14.2" MAX. ON CENTER I I PRODUCT: 86.57" 59.5" 4 6 12" _ 48" 60" THERMA — TRU PART OR ASSEMBLY: BUCK AND FRAM ANCHORING (OXO) • Doeumente Prepored By: eC V BUILDING CONSULTANTS. INC. P.O. Bos 230 Valrico FL 33595 Phone No.: 813.859.9197 Florida Boord of Profeealonol Engineers Certificate Of Authoriiatian No. 9813 L-7- 3.7, Lyndon F. Schmidt. P.E. No. 43409 m R A - Projects\Project Folders \Proj 1601 - 1700\ PF 1605\D RWBC Drawings \2010 FBC\FL-14665.1-2.dwg, 15 C\ a ft y m ® co ' 0 3 Q y r^ F, T ..1 A T T ! Neol 0 0 10.0394" o O 3 ^1 O _ 0.I A P Z N 0 N x n \ t -. NO PRODUCT 1 PART OR 3/6/12 REVISED TO CERT MARK METHOD LPS DATE BY REVISIONS C, 201 R.W 13u,LNIN6 CONSULTANTS INc. • w a Ln 1 l � THERMA - TRU ASSEMBLY: COMPONENTS N31SAS W30 3nONO143siva lVIINVW a eu H10N31 NOISN31X3 801 1H013H 31CNVH Documents Prepared By - BUILDING CONSULTANTS, INC. ✓�/C1��/t/ P O Bo: 230 Valnco FL. 33595 Pnooe No. 813 659.9197 Rondo Boar0 of Prof essionol Engmeers Cerlilicole Of Aulnor{xobon No. 9813 Lyndon F. 5cnm,dt. P E No. 43409 RAA - Projects\Protect Fo ders\Pro11601 - 1700,PF 1605\D RWBC Drawings \2010 FBC\FL-146651-2.dvg, 16 o$$ O -414. W N—' CO Co1,7 N N O W cn A oc.`v A c+3 r JC L — 0 m p( -w> :72,0 0 2 8 0 2 r 0 to N to 0 O at it at s r- 3: of cy 2 rn it at -- � �j -' Si - m m m m S vl c to �*1 m x O c c X o o x Oz m of r fT _H p X A 7.i. ._ p ,o w IIFMAMM of 0 ;i' n0F 03 u4 Z4 x1,<2_ 2 �A>o <> ><> xpLLOff x cc rri00cTG)ggz W lEz �=w� y�gf lEsa'‹,‹=AcxDObNha<?NxxCoz n( 7.t El zz000"Qz0--a1wzz^?r412S:AvzZmaA-^34.4 at4 t..!. GjGjR A x D � 0 i r�r1 y D A � ? m Gl � � _ � = = Cl T z°-- -r'-‘ = T „ � T' O"�^ i li 1i I'm A— 3O ]T C— V rn nT K AAT =�rn2 "Stn 00 Fnf1 tnE"r�r nil �mrnz n tni•^nf ��y0nvl D �� =mN -°• N v vvO 9200 �rn`F 6 A008o0=(p3 m:r', OO:x Ov pmtn mzzz oo �p� �� r -r) 0Cr, 70 pr n ,7 Ai('3 00 On n� ��m�rrn- v '�' --m A1-11 SA �N nAAn��n(") m F f f T^ '' — Z I-�F�,'i-'i �'i- O[-,, �tn (�R Oz (D rl(^�m 3'O (7 A T r- r Ir l C y 6 p( i Z n A A 0 rn� 11 _ o70 maimZZ O fvzmA A N o N AAS, A O z noonHV mmm rn0m -.Ti-p m H T 3 Z A 4 z z 4 rr x 0wn2 61 O o O 0 O m n D c c -- < - -0 i n, N.4 H :EO0 olEnrn FU r.nl 8 0 8 D 4 4 4�T V� D ADtn -♦ ti -t � V r r r --1 88mmmD rnccc� 00°O�rmm-.m--�� 3r 03 O 7 n Q m 4 m 4 0n rn 8 8 err r 00 X s: x g QI 1ST d0 y 6 y 1 rn 'r! °' to \1 1 3/6 !2 IREVISEO TO CERT. MARK METHOD LFS PART OR ASSEMBLY ��' to BILL OF MATERIALS � -- - IN01 DATE I I BY AND COMPONENTS I REVISIONS 201 1 R W BUILDINGNG CONSULTANTS INC. PRODUCT THERMA – TRU Document. Prepored By T 115" SIYINIIVW io To BUILCING CONSULTANTS, INC P.O. Bow 230 Vel0ce FL. 33595 Phone No 813 659.9197 Flondo Beare of Proleee,onol Eny,ne.re Cerl.ficete Of A 9813 f�c� 7-.Z Lyndon F SCIInodl. P E No 43409 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valnco, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No 9813 Plastics Testing Sumina,T Report No.: TT-PLASTICS.1 Date: May 1, 2012 Manufacturer Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone 419.298.1740 Scope: Plastics testing peformed for Therma-Tru Corporation: Material Polyurethane Foam Core Polyurethane Foam Core Fiberglass Door Skin (SMC) BTS Lite Frame SMC Lite Frame PVC Lite Frame Exposed Plastics (BTS, SMC, PVC) Eauivalencv of Standards Test Report No. ATI 67508.01-106-18 15427-107362 TEL 01460336-A TEL 01460336-B TEL 01460336-C TEL 01460337-A TEL 01460337-B TEL 01460337-C TEL 01460338-A TEL 01460338-B TEL 01460338-C TEL 01460339-A TEL 01460339-B TEL 01460339-C ETC -01-741-11075.0 ETC -01-741-11076.2 ETC -01-741-10921.0 STTS00001 STTS 99-0513.01 Test Standards Used ASTM E 84-OOa ASTM D 635-03 ASTM D 638-96 ASTM G 26-95 Test Standard ASTM D 1929-96(2000)e01 ASTM E 84-OOa ASTM D 635-03 ASTM D 1929-96 (2000)e01 ASTM D 2843-99 (2004)e01 ASTM D 635-03 ASTM D 1929-96 (2000)e01 ASTM D 2843-99 (2004)e01 ASTM D 635-03 ASTM D 1929-96 (2000)e01 ASTM D 2843-99 (2004)e01 ASTM D 635-03 ASTM D 1929-96 (2000)e01 ASTM D 2843-99 (2004)e01 ASTM D 638-96 ASTM D 638-96 ASTM D 638-96 ASTM G 26-95 ASTM G 7-97 (5 yr. exposure) Plastic Materials Testing Polyurethane Foam Core Fiberglass Door Skin (SMC) Lite Frames (SMC, BTS, PVC) Testina Laboratory Architectural Testing Lab. Omega Point Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. ETC Laboratories, Inc. ETC Laboratories, Inc. ETC Laboratories, Inc. Sub -Tropical Testing Sub -Tropical Testing 2010 FBC Referenced Standards ASTM E 84-07 ASTM D 635-06 ASTM D 638-03 ASTM G 155-05a Signed by Joseph A. Reed, P.E. John W. Dougherty, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Lon Hicks, V.P. Lon Hicks, V.P. The products referenced above have been tested to the standards listed. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that the tested standards are equivalent to the referenced test standards as adopted by the 2010 Florida Building Code. Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 May 1, 2012 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O Box 230 Valrico, FL 33595 Phone 813 659 9197 Honda Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: Date: FL -14665.1 March 13, 2012 Product Sub Category Category Exterior Doors Swinging Exterior Door Assemblies Manufacturer Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Product Name Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Opaque Fiberglass Single Door w/ & w/o Sidelites Inswing/Outswing "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -14665.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #31 meet water infiltration requirements for "HVHZ". 8. Configurations using threshold items #15, #18, #33 and #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -14665.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06-1031-3 TEL 01460105.1 3. Drawina No. No. FL -14665.1 4. Calculations Anchoring ASTM E 1300-04 Glass Load Test Standard TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. PF 1605 Sheet 1 of 1 Testina Laboratory Signed by Testing Evaluation Lab., Inc. Wendell W. Haney, P E. Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 3/15/2012 Toll Brothers Openings: MIAMI•DIRI►DE Lot # '1/D PGCC MIAMI-DADE COUNTY i��111►III PRODUCT CONTROL SECTION 'DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov(neraf 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 (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 described herein, and has been designed to comply with the Florida Building Code, includin thg a Huh Velocity Ilurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and scaled by 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: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with tnin clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 # 09-0826.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI RADE COUNTY APPROVED NOA No 11-1018.14 Expiration Date: February 17� 2015 Approval Date: Decen►ber 01, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alun SOD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, Y.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FISC, 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 (b) 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-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 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite X87 PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1 This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C approved by ticco., \5t.ftel • ` k.4.41 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB GENERAL NOTES G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7, 8 & 9 QUALIFIED CONFIG G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. GLAZING DETAILS G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. ANCHORAGE G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. DESIGN PRESSURES G5 - 1"LAMIRATEDT..G. -3/18" TrX1`. CA1s +178" AR SPA E+ 7/11rEA (IIQAiED: (2)UTES OF 3/16" 14S GLASS WITH AN .090 DBPVB INTERLAYER. ! ELEVATIONS G6 - 1" L4MINATED LG. 3/16" T EXT. CAP + 3/61' AIN SPACE + 7/16" LAMINATED: (2)LITES OF 3/16" H-1 GLASS WITH AN .090 SGP INTERLAYER. CONFIGURATIONS G5A - 1" LAMINATED I.G. 1/4" I EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER VERT. SECTIONS G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. HORIZ. SECTIONS 2. DESIGN PRESSURES: PARTS LIST A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 113% 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 CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5980, FTL-5993, FTL-6001, FTL-8014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&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 - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" 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 (05). 1/4" ELCO 5,44 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. 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. 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 6083-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 IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 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 1S WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. NOA DRAWING MAP SHEET 1 2-4 5-8 7-15 7-9 15-16 17 18 19-20 21 22-23 Concrete Screw Anchorage Minimum Embedment •nd Minimum Edge Dunne Requirements TTWDia. 1/4" 6418" Eleo CreteFles 584 1/4" Moo Macon Type Boo Ullrecon Elco CreteFtex 834 Dia. 1/4- 1/4" Heed and 8111 Jamba Concrete Un.Grouted CMU Grouted CMU Min. Emb. Min. Ed Iain. Emb. 81n. Ed 1 318 2 1/2 1 1/4 2 1/2 ..� 1 3/4 1 1/4 1 1/4 1 ale 1 3/4 2 1/2 1 1/4 2 1/2 Palook (Anchor Tension) Concrete Mln. Emb. Min. Ed 1 3/4 2 1/2 1 3/4 2 1/2 Grouted CMU MM. Emb. Min. Ed 1 3/4 2 1/2 Not Recommended w,raer Oar 14.1a"m: J.J. 10/11/11 C FBC 2010 CODE CHANGE 0.=40y OW Reueon: SMC 01/03/10 B PER MIAMI DADE COMMENTS war Ma 0A. SMC 11/18/79 A PER MIAMI DADE COMMENTS on"nar UA*' 0MWa M. 5410 SMC 08/05/07 Mln. Emb. Mln. Ed 1 3/4 2 1/2 1 3/4- 2 1/2 Not Recommended P -Hook Mounting Adapter (Anchor Shear) Concrete Grouted CMU Min. Emb. Mtn. Ed Min. Em0,Min. Ed 1 3/4 2 1/2 1 3/4 I 1 1/4 1 9/4 2 1/2 Not Recommended +1070 TECIMOLOOYDRIVE J NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Concrete Strength Requirements 1 Type 1 Dia. Se' 114" 2700 pet 5/18" 3500 psi Elco Crete -Flex S84 1/4" 3350 Pei Elco Ul9acon DelinI00no Emb.: Embedment Ed" Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: Fy MIN. = 135 KSI Fu MIN.= 177 KSI Masonry Strength Requirements Ungrounted CMU ASTM Geo ASTM C-90 with gm/ conforming Grouted CMU to Section* 2105 2 2.1.2 and R809 of the PBC, 1 Wood Screws (Head, 8111 & Jambs) In. I Type In. Embl Min Ed 1 612 Wood Screw I+ 1 3/8" III 1" 1 Elco Crete -Flex 5184 1 3/8" 1" UNLESS OTHERWISE NOTED 1 GENERAL NOTES AGb,MAP SERIES 770 AL&M NUM SGD - LMI e"oama IN w..wc/a SGD770 I NTS I 1 a 23 I PGT0002 VMVDUCT 51[3/1001) re taplyae with /be tlerl► *Wigs Code I)—IDI /L/ Ameapporm Peneer APPROVED CONFIGURATIONS: Iam SEE `A DP Ei TABLE ` SHTS. m 7-9 `I1 [m. 1 vd1 SEE DP TABLE SHTS. 7-9 diAk f L► i$, Xp SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 SHTS. 7-9 sr - SEE DP TABLE SHTS. 7-9 AWL iLf viftr II XO, Ox, XX, SEE D.P. TABLE,P OXXO, XXXO, OXXX, XXXX, Nr il+il illl X)(XXpdame" CORNER, TYP. POCKET, TYP. 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. a SEE DP TABLE SHTS. 7-9 1 SEE D.P. TABLE, SHTS. 7-9 OXO, OXX, Xx0, xxx OXXp, )00(p 0.__ W.. J.J. 1:0/11/11 C NO CHANGE THIS SHEET n.vator Dat ".waw: 01/05110 8 PER MIAMI DADE COMMENTS r"..a■ vow Kowloon*: 11/16/09 A PER MIAMI DADE COMMENTS SMCI x,08/05/08 cwo..aey aa: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BQX 1620 ' NOKOMIS, FL 34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI wa"m.r crs "... n+, - 9GD770 I NTS 12 23 I PGT0002 A Iwo vra80CF acvwwu oupperinwM 11. PUMA Cody hailifb~ ,a Il-1DI • I4 1"56,81{8. Deis ..IIIIIIIft, \\\ pNY LYNN * No. 58705 ' * mil STATE OF SS'PNAL EN.ss A LYNN MILLER. P.E. PEA 58705 SEE DP TABLE SHTS 7-9 SEE D.P. TABLE, SHTS. 7-9 1 4i) El OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 4344 T,u:fJ, SEE D.P. TABLE, SHTS. 7-9 /1P OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS MM Or MM' ROMAN.: J.J. 1W11/11 C NO CHANGE THIS SHEET or O. n...w..:Ltv ,ECHNOLOGYDRIVE SMS, 01/05/10 8 PER MIAMI DADE COMMENTS NOKOMIS, FL 34275 hvvma dm OM 1.1 SMC p 11/16/09 ry A PER MIAMI DADE COMMENTS P.O. SQX 1529 Sa..o. NOKOMIS, FL 34274 SMC 08105/09I NV %M elk /A Allirahh %LW, h� J J 4.00.-0 IFIED CONFIGURATIONS !ETES 770 ALUM. SGD - LMI Ie*•• I I G..M.M ..r SG0770 LNTS 3 .23 I PGT0002 C rYLIYUCT ALvw9 - n1.lkrlly wM0 w nor. r,. 9Z-611-715-1:1/44. �` .�111111�.. `\ N•i tee:: •..* * ' No. 58705 . .72 (•n II �; STATE F 4S/CNA . . A. LYNIG'M8.11 1 P.E. P.E.9 58705 APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 l : 040 01110 1TN^ SEE D.P. TABLE, SHTS. 7-8 f OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 CVO CVO 046 efit xfAm irfl+ SEE D.P. TABLE, SHTS. 7-9 ,z4 N1'7 144 'E7Pres el. A:LOMA9 �c*�c► [ea�� NE WC, AVIA %[CNV OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp Row Or: 0.a: Revision.; J.J. 10/11/11 C NO CHANGE THIS SHEET R.wdn,, D4 0.4. SMC 01100710 0 PER MIAMI DADE COMMENTS Raw l,` 0.1.' P..abn.: SMC 11/1000 A PER MIAMI DADE COMMENTS O'wnly. 0* ...WV OW SMG 00105//9 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1528 NOKOMIS, FL 34274 1 r,s Azi cr to :Yea nwcy Twin i[.7 r(3 I Owe* QUALIFIED CONFIGURATIONS 1 J 1 SERIES 770}(.AL UM. SGD - LMI I.,Y.11.w11. 44. Ie.IR a.Wg0 800770 I NTS 14- 23 I PGT0002 I C VUODUCr■,v8&Y M 14pliela(106 Ib. AIS Marrow Ne.9.t...eit tia•4+»Mi •1\11111111/7, �4�•.•�\CENSE '..'P Q r * No 58705 ��T�S•..FLOR\1�P;��G� '/7 SIONAL I/11 1111 A. LYNN MILLER P.E. P.E.0 58)05 EXTERIOR 3/16" HS GLASS —"- .090 DBPVB 3/16' HS GLASS 7/16" NOM. 7/16" LAMINATED GLASS TYPES G3 EXTERIOR r4j1"71/4" HS GLASS -+ .090 DBPVB ---" 1/4" HS GLASS --.- 9M8" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A R.. d. Dr.. R..wcw. J.J. 10/11/11 C NO CHANGE THIS SHEET R.w ay: DR.: move ar D".. SMC 11/16/09 A PER MIAMI DADE COMMENTS on. er la* C9.dwer D.I. SMC, 08N609 EXTERIOR 204 3/16" HS GLASS .090 SGP 3/16" HS GLASS — 7/16" NOM. - L. 3/4" NOM. GLASS BITE f 7/16" LAMINATED GLASS TYPES G4 EXTERIOR c..NNOLOGY DRIVE I NOKOMIS, FL 34275 P.O. SOX 1525 NOKOMIS, FL 34274 1/4" HS GLASS .090 SGP 1/4" HS GLASS -� 9/16" NOM. 3/4` NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI ar. 4nnc Dwm S00770 NTS 5 d 23 1°'"*" mPGT0002 I c r140DUET REVI►SD w l"# "MY 11. Ae.ld S WINK CNN Awlh I1 -I515•/µ foytrAw Ode 7- t-1 % ‘,,\\`0;1..y. LYNN CEN• SE * No. 58705 / CL- -0 N� 10 11 1) 1(/ • STATE OF A. LYNN MILLER, P.E. P.E.# 58706 EXTERIOR 210 J3/16" HS GLASS .090 DBPVB 3116" HS GLASS —�- 3/8" AIR SPACE 3/16" T GLASS —•••• �-- 1" NOM. —Z TPUSEAL DURASEAL SPACER --/ / I TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 55, 1" LAMINATED I.G. TYPES G6 1 314" NOM. GLASS BITE 3/16' HS GLASS EXTERIOR .090 SGP 3/16" HS GLASS 3/8" AIR SPACE • 3/16" T GLASS -+ 1" NOM. I - EXTERIOR 3/4" NOM. GLASS BITE 3/16" HS GLASS .090 DBPVB --- 3/16" HS GLASS —«- 5/16" AIR SPACE —� 1 /4" T GLASS —+I �- 1" NOM. I T ' 3/4" NOM. GLASS BITE EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS • 5/16" AIR SPACE 1/4" T GLASS 1" NOM. 1 - 3/4" NOM. GLASS BITE t TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER --J 1" LAMINATED I.G. TYPES G5A 1" LAMINATED I.G. TYPES G6A n...eer D. "• ' J.J. 10/11/11 C NO CHANGE THIS SHEET R.$"ae, ROW er - P.WbR' SMC 11116109 A PER MIAMI DAOE COMMENTS o"."nr pr. moo* EN 0.l.. SMC 08/05/09 RVA 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 I Poeta. GLAZING DETAILS 1 SERIES 770 ALUMINUM SGD - LMI ewwmR 1* P"R soon° I NTS 6 r 23 I PGT0002 I"C mYODOCT amok =.s,us_.4* Oe /Win Cidle MNN AII1 Y• rw 11-10111,114 jIICap�itir.''w. �r 2-1 it DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STANDARD STILE • STANDARD ASTRAGAL TABLE 1 > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS NTERMEDATE ANCHOR QTY PER PANEL H & S, > JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. G3- 7/16" LAMINATED GLASS - (3/16" H S. /PJB / 3/16" H S ) G3A - 9/16" LAMINATED GLASS - (1/4" H.S. / PJB / 114" H S ) I_ G5.7/16"LAMINATEDI.G U.-(3/16"TEMP./AIR /3/16"H.S./WB13/16"HS.) G5A - 7/16" LAMINATED LG. U. - (1/4" TEMP. / AIR / 3/16" HS I PVB / 3/16" H.S.) NOM. PANEL FRAME WIDTH SIDE GLASS TYPE - 3, 3A 5, 5A H8S 24 JAMB P -HOOK GLASS TYPE - 3, 3A 5, 5A H&S 30 JAMB P -HOOK GLASS TYPE -3, 3A 5, 5A 36 [jJ Z0 O0 N +60 C4+1 10 5 80 84 $U 0 M -60.0 C4+1 10 5 +60 -80.0 C4+1 10 5 C4+1 10 5 +60 -60.0 H&S C4+1 C4+1 JAMB 10 10 P -HOOK 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 C4+1 C4+1 H&S 42 JAMB P -HOOK GLASS TYPE - 3, 3A, 5, 5A H&S 48 JAMB P -HOOK 10 5 +60 C4+1 10 5 10 5 -60.0 C4+1 10 5 0 0 0 N tV +60 C4+2 C4+1 10 10 5 5 +60 C4+2 C4+1 10 10 5 5 +60 C4+2 C4+1 10 10 5 5 +60 C4+2 C4+1 10 10 5 5 +60 C4+1 10 8 C4+2 10 5 $U 0 4 -60.0 C4+1 10 5 -60.0 C4+1 AMotlor IVA*: 1) '1/4" ELCO ULTRACON (FORMERLY TAPCON 2) '1/4" SS4 CRETE -FLET( 3) '5/16" ULTRACON 4) 9f12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT z0 U N N +60 C4+2 C4+1 10 10 5 5 +60 90 Z0 V M -60.0 C4+1 10 5 -60.0 04+2 C4+1 C4+1 10 10 10 10 5 5 6 5 -60.0 +60 -60.0 C4+1 C4+2 1 C4+1 C4+1 C4+2 10 10 1 10 10 10 6 5 1 5 6 5 -60.0 1 +60 _ -60.0 C4+1 C4+2 1 C4+1 j+t C4+2 10 10 I 10 1 10 10 U O 0 N +60 -60.0 C4+2 C4+1 C4+1 10 10 10 5 5 +60 C4+2 C4+1 10 10 5 5 C4+2 10 5 5 -60.0 C4+1 C4+2 10 10 5 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 6 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 1 8 16 6" 6. 8 6 -60.0 1 +60 -60.0 x +6O -60.0 C4+1 C4+1 C4+2,1 C4+1 C4+1( C4+2 10 10 10 'I. 10 10 6 6 6 1 7 7 7 C4+2 1 C4+1 10 1 10 6 1 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4 SILL. 2. WHEN USING THE 2_E112"SILL, POSITIVE WATERT P7S 48:87 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 ARt TESTEISXOR 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. rawaer an raw.. J.J. 10/11/11 C NO CHANGE THIS SHEET INVNIer. ax: Wv,Y,a,u: 8MC 0505(0 B PER MIAMI OADE COMMENTS Ron se, 00kr ROVIsbeas: SMC 11/16D9 A PER MIAMI DADE COMMENTS 0,.,w, pa*: 0awa 0" By M: SMC 08/05/09 O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT FLUSH LOW MED HIGH 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 1-1/2" 2-1/2" 3-1/4" 4" (+) DESIGN LOAD N/A + 46.67 PSF + 60.0 PSF + 60.0 PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" STANDARD ASTRAGAL STANDARD STILES 5L 90' OUTSIDE CORNER 90° INSIDE CORNER OH HEIGHT QI SEE NOTE 3 I DP AND ANCHORAGE lea: SERIES 770 ALUMINUM SGD - LMI ► OH LENGTH +-{ OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER 86.u"ar saw nw+o Pk. '; `'I NTS I 7 + 23 I PGT0002 rYODUCT #EVIM. r eN!N1w wW Oe PIe1& A. e ''- I-tI DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - HEAVY DUTY STILE - STANDARD ASTRAGA. I)0ADd SILL(II&S) INTERLOCK d 51RAIG111& CORNERASTRA GAL CLUSTER PLUS YJTERMEDATE ANCHOR QTY PER PANEL H55. > JAMB ANCHOR MY 1E -HOOK ANCHOR 01Y G, - 7/16" LAMTIA TED GLASS - (316' 11 S / SGP / 316" H S ) 045.9/16" LAMINATED GLASS - (1)4"115 / SGP / 1)4" HS ) 06-7/16'LAM/6NTED IOU -(3/1E'lBAP / AIR /3/16"HS / SOP/ 3116'HS) 06A - 7/16' LAMINATED I O U - (1/4" 116P / AIR / 3/16" H 0 ) SOP / 3/16• HS ) ZUZ NOM. PANEL FRAME O WIDTH SDE e0 O GLASS TYPE - 4, rA 6, 65 60.0 -60.0 60.0 -80.0 58S C4+101 j C410+1 C610+2 C4+11D C410+1 `C6+210 24 JAMB OJI P -HOOK 5 5 5 5 5 6 GLASS 4, A 6, 65 60 0 -80 0 60.0 -80. H&S C4+1 C4+1 C6.2 04+1104.1 C6+2 30 JAMB 10 10 10 10 1 10 10 il P41001( 5 5 5 5 1 6 5 'GLASS 4, A 6,8A 60.0 -60.0 60.0 -60. P-HIH&8 C4+1 C4+1 CB+Z C4*1 C4+1 1 C8+2 PLASS TYP� , A WIC 60 1 -60 i5 5 60.0 80.0 5 42 tj I H41.6 C140+1 I C410+11 C610+2 C410+i C410.1 I C810+2 11 JAAEB OJII 6JII P-11001( 5 6 5 5 5 5 GLASS 80. 60.0 80. pp 1136 04.1 I C4+1 C8+2 04+11 04+1 C6+2 4a JAMB 10 10 10 10 10 10 GLASS T 4, {A B, 66A 5 60 -80. I 80.0 80.0 6 4+2 2 1GLASS TYPE -4, •tAB,M� 06 802j 62 06020 a 062 54 JAMB 10 I 10 10 10 10 10 60 H6S C4+2 04+2 05+2 C140+211014041 4+2 C5.2 60 I I JAMB 10 I 10 I 10 10 I 10 I P -HOOK 8 6 6 8 6 1 6 60.0 C4+1 to 6 90 ZU U -80.0 04+1 10 6 60.0 -80.0 C4+1 C4+1 10 10 5 6 60.0 -60.0 C4+1 C4+11 10 10 1 6 6 N U N ��UNIT HEIGHT s(-71--..,3 60.6 -60.0 C8+5 Cd+1 C4+1 C6+2 10 10 10 10 5 5 5 5 60. -60.0 C6+2 C4+1 I C4.1 I C6+2 10 10 10 10 5 5 I 5 6 60.6-60.0 C6+2 C4+1 04+1 I C6+2 10 10 5 6 5 6 10 10 5 I 60.0 800 80.0 -600 C4.11 04+1 C8.2 C4+1I C4.1I C6+2 10 10 10 10 10 10 0 6 6 6 8 6 80. -00. 60.0 -60.0 C4+1 04+1 C8+2 C4+1 C4+1 06+2 10 10 10 10 10 10 6 6 1 6 7 7 7 60.0 -60.0 60.0 60.0 C4+2 C4+2 C5+2 C4+2 C4+2 06+2 10 I 10 10 10 I 10 10 8 6 7 7 7 7 80.0 -60.-60,0 -60,0 C4+2 C4+2I C5+ C4+2VC4+2I C5+2 10 10 1 10 10 7 7 7 7 8 102 Anchor Types: 1) '1/4" ELCO ULTRACON (FORMERLY TA PCON 2) .1/4" SS4 CRETE -FLEX 3) •5/16' ULTRACON 4) '812 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 6 2 ON SHEET 1 U 108 h n N 60.6 -80.0 60.0 -80. C4+1 C4+1 C8+2 C4+1 C4+1 08+2 12 12 12 I 12 I 8 8 8 8 8 8 61 8 61 8 60.0 -80.0 60. -60 C4.11 C4+1 I C6+2 C4+11 C4.11 C6+2 12 I 12 12 12 12 12 6 6 6 8 6 6 800 -60.0 60.0 -60.0 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 12 I 12 I 12 12 I 12 I 12 6 61 6 6 6 6 6 80. 80 0 60.0 -60.0 C4+7I C4+1IC6+2 CC4+1 C6+2 12 6JII 12 6JII 12 12 12 12 6 6 7 7 7 7 80. -60. 12 60. 80.0 C4+1 C4+1 C6+2 C4+1 C4+1 06+2 12 12 12 12 I 12 1 12 7 7 7 8 8 1 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2 1/2", 3 1/4" AND 4" 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 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. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Awn J. 10/11/11 MOM .s 0M: SMC 01/06/10 Rind B7. OIY' SNC 11/1669 U.w Or 66* SMC 08/05/09 MAO. C NO CHANGE THIS SHEET ROM,kM. B PER MIAMI DADE COMMENTS roaem. A PER MIAMI DADE COMMENTS 084.4.485 045. 11070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 71 34274 TABLE 2 60 0 -60.0 60.0 -80.0 04+1 C4+1 C8+2 C4+1 C4+1 C6+2 12 12 12 12 12 12 8 6 8 8 1 6 6 80 0 -80 0 80.0 -60.0 C4+1I 04+1I C6+1 C4+1 C4+1 C8+2 12{I 12 12 12 12 12 6 6 8 6 6 8 60.0 80.0 60.0 -60.0 C4+1I 04+11 C6+2 C4+1 C4+1I C -e+2 12 12 12 12 12 12 7 7 7 7 7 1 7 60 0 80.0 60.0 -60.0 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 12 I 12 12 12 12 12 7 7 8 6 8 8 60.0 -60.0 60.0 -60.0 C4+1 C4+1 I C6+2 C4+1 I C4+1 C8+2 12 12 12 12 12 12 8 8 6 9 1 9 9 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH OEXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH - 1-1/2' LOW - 2-112' MB3 - 9-1/4' HGH-4" MA + 46.87 FSP +80.0 PSF . +60.0 PSF SEE NOTES 1-3 01-1 HEIGHT DP AND ANCHORAGE >W STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE 8, OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT= NOM. PANEL HEIGHT - 8.25" OH LENGTH 1 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 SERIES 77Q ALUMINUM SGD - LMI s I NTS 18+ 23 I PGT0002 IC .4111880, Waft* •dif11IN4Y Argrww -ISD I •1_4 4►•+•wr -I I I s s I Mita k ,111111))1/1,. LYNN 404' �2•.•\1cENSF ••. R * : No. 58105 to n 1I ' Ivc STAIEOF ` A. LYNN MILLER, P.E. 5.6.9 58706 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - HEAVY DUTY STILE - HEAVY DUTY ASTRAGAL TABLE 3. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT 8 CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE A NCHOR QTY. PER PANEL 118 S, > JAMB ANCHOR QTY, >P -HOOK ANCHOR QTY. Anchor Types G4 - 7/16" LAMINATED GLASS - (3/16" H S / SGP/ 3I16" H.S) 1) "114" ELCO ULTRACON (FORMERLY TAPCON) G4A - 9A8" LAMINATED GLASS - (1/4" H S. / SGP/ 1/4" H S.) 2) "1/4" SS4 CRETE -FLEX GB - 7/16" LAMINATED I G U. - (3/18" TEMP. / AIR / 3/16" H.S. / SGP/ 3/16" H. S) 3) '5/16" ULTRACON G6A - 7/16" LAMINATED I.G.U.-(114"TEMP./AIR /3/16" H.S./SGP/3/16" HS.) 4) "912 STEEL SCHEN (G6) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1 UNIT HEIGHT 80 84 90 96 NOM. PANEL FRAME 6 WIDTH SIDE 74 GLASS TYPE - 4, ,A, 6, 6A 90.0 HRS C6+2 24 b JAMB 10 P -HOOK 5 GLASSTY1 -4, A,6,6A 90.0 LD I H&S C6+2 30 JAMB 10 P -HOOK 6 GLASS TYIVO'- 4,A, 8, 6A 90.0 H&S C6+2 36 JAMB 10 P -I -100K 6 GLASS TYF1 - 4, A, 6, 6A 90.0 H&S C6+2 42 JAMB 10 P -HOOK 7 GLASS TYP - 4, A, 6,6A 90.0 H&S C6+2 48 JAMB 10 P -HOOK 8 0 6 1") 0 0 O U O N <- -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 5 5 5 -90.0 90.0 C8+2 C6+2 C6+2 10 10 10 6 8 6 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 6 7 7 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 7 7 7 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 8 8 8 0 8 -90.0 90.0 C6+2 I C6+2 C6+2 10 I 10 10 5 1 5 5 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 6 6 6 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 7 7 7 -90.0 90.0 C6+2 C6+2 C8+2 10 10 10 7 8 8 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 8 8 8 U 6 0 0 O U O N es -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 5 8 6 -90 0 90.0 C6+2 C6+2 C6+2 10 10 10 6 7 7 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 7 8 8 -90.0 90.0 C6+2 C6+2 C6+2 10 10 10 8 t 8 9 -90.0 90.0 C8+2 C6+2 C6+2 10 10 10 9 9 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2 1/2", 3 1/4", AND 4" 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 3 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. Rano,- D.I. K.NWn.' J.J. 10/11/11 C NO CHANGE TH13 SHEET family' V* R.Vaa1Y: SMG 0785/10 6 PER MIAMI DADE COMMENTS P.mPPr D. AAA*: SMG 11/1689 A PER MIAMI DADE COMMENTS Dn.44 D.A. thotlrodty Dais SMC 0&/0./09 U 6 7, -90.0 C6+2 10 6 -90.0 C8+2 10 7 -90.0 C6+2 10 8 -90.0 C8+2 10 9 -90.0 C6+2 10 10 N C6+2 10 6 C6+2 10 7 C8+2 10 8 C6+2 10 9 C6+2 10 10 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH -1.112' NA LOW - 2-1/2" + 46.67 PSF MED - 3-1/4" + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIB, FL 31274 90° OUTSIDE CORNER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.26" INT. 90' INSIDE CORNER OH HEIGHT DP AND ANCHORAGE 1111. OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER •MODUC7 RRVIWMD r ergmplylP6 l# Me iM.U. Agar" 11-)D1Dm I 5- I4 .,07 a IIIll/f . a.( LYNN (� ti`2, •1cENSE • 'Q * No 58705 SEE NOTE 3 = *�--- D: "illkl` S5P -0 f/0141400° A. LYNN MILLER, P.E. P.E.6 68705 SERIES 770 ALUMINUM SGD - LMI nnnivar emw Drawl, N.. 813D770 I NTS, 9 23 I PGT0002 - ANCHORAGE Rp99113EIU4NTgNOTES: 1. APPROVED ANC 5t TYPES: 1 1114" `CO ULTRACON (FORMERLY TAPCON) 2)114" ELCO SS4 CRETE -FLEX 3) 5118" 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.— INTERLOCK — — ASTRAGAL INTERIOR 8" M THOSE AT THE HEAD AND SILL 3'5" CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE `1 AX. 8" MAXI BETWEEN CLUSTERS OR THOSE I ! a TYP BETWEEN A CLUSTER ANDA 7 4.051" /Q ' `FRAME JAMB OR P -HOOK. 2.04" 4.051" �— of if -o \�, o _) of A } c 3 5" {.� 9�'r 3.5" —+I 24" MAX O.C. 3.5" _ I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. 1—t;'" 24 Q - / INTERLOCK MAX. CENTERLINE O.C. c 3.5" TYP. C4+2 & CORNERS = (20) ANCHORS TOTAL dT HEAD AND AT SILL 2 C4 2 C4 2 C4 2 B"MAX.X •' NX NM M M" 44 11 • 1 0 M • 10. MAXI_ • SEE NOTE ' • 3" MAX. \ / (10) BELOW -�• • . = FRAME ) 21• ANCHORS • ANCHORS I lAxO.C.PER JAMB u" MAX. •=—. 0 (SEE SHEET (ANCHORS1 7) P -HOOK tP • • OC' •=P -HOOK N CLUSTER O C. ANCHORS • . " O.C. • • 3' MAX. . _ j SPACING • 10"MAX.$ 0 8" MAX. •.„ ,, • B" MAX. f y f " M „ ' N" " 44 ! I�---"24" MAX. O.C. 1 B" MAX.. TYP. -=,-- 90° CORNER 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 -7— SEE TYP. JAMB CLUSTER DETAIL BELOW SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 wry-'^, 0 _° .— Viio Z_°_..— o '\ . ,L. I o. \ EXTERIOR ` SEE CLUSTER DETAILS, SHT. 112• 0.04 M: 00.: R.").e.' J.J. 10/11/11 C NO CHANGE THIS SHEET A.0., 00 D.t.: SMC 01A16110 PER MIAMI DADE COMMENTS ".....r. 000 RM.a".: SMC 11/16ND A PER MIAMI DADE COMMENTS Omm 11, d•: CMMp., D.0: SMC 08/05.08 RJA rImo- 8" MAX. II of t NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.0 BOX 1629 MORONS, FL 34274 Orr= I I I I 4.051" I MIN. i O.C. 3.5" 2.04" TYPICAL JAMB CI,LIjj�j�EOTFI�R DETAILS M. N. 6 jj�t. ANCHORAGE SPACING & EXAMPLE PLANS lent SERIES 770 ALUMINUM SGD - LMI 950770 NTS 110 d 23 I PGT0002 I C EXTERIOR rIWDUCT WLYIYt r sorry t 1 rib lb. PIe11At. Wen Aweru..e N. Il-10IEt •,114 r INT. • L 3.5 2 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR 1 INTERLOCK CENTERLINE r INT. L AgTRAGALOR 1 INTERLOCK CENTERLINE r INT. ASTRAGAL OR 1 I~ INTERLOCK CENTERLINE 2 -TRACK. ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C5 1.A-STRAAEaR INT.1 rAZTRA0AEae' 1 INTERLOCK I INTERLOCK CENTERLINE } CENTERLINE T 3.5 i � 1 • 2.040 — 4.072 4.072 5.369i + T O F— — �• �- 4.049 J _ L 3 -TRACK. ASTRAGAL / INTERLOCK J L-3-`1RAZ`TC. As aru fRTEaC R - ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 } E35 INT. maa •y: J.J. R.MB BF R.M0••• SMC rAZTRAOAC INTERLOCK INT. CENTERLINE 1.75 -•-3.b • • 2.040 a NI L� L 4.051• 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 mammy: 10/11/11 C NO CHANGE THIS SHEET wt wt RIWI.M: 1111629 A PER MIAMI DAME COMMENTS Dram •• Cat ChM., By MP SMC 08/05/79 rASTRAOAEa�r INTERLOCK.'" 4.046 4.Q7(1 INT. 5.368 4 o/ J L L J 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER • C5 3.5 2.040 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS FL 34274 2 -TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER- C6 rAITRAOAEaR INTERLOCK CENTERLINE 7 • • T L INT. 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C6 rA-STRAOAEaTF INTERLOCK CENTERLINE —4.046j • �T 2.040 L L J 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 ANCHORAGE, EXAMPLE CLUSTERS nt SERIES 770 ALUMINUM SGD - LMI se WA:sat stat D**R.. SGD770 I NTS I 11 a 23 I PGT0002 I C NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. rIODUCT REVISED r ••••010.6 MO Jt Malik YIBr6 Colo /••••r••••• Ns _ 4.410 EXT. 2.04 3.889 INT. \ —.1 • 3.5 • 2-TRACK190' OUTSIDE CORNER SHOWN. 2 -TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 —� '-1— 2.04 �` INT. `N, 3.889 A 1 u o I / - i EXT. 3.5 J 3 -TRACK. 90' OUTSIDE CORNER SHOWN. 3 -TRACK. 90' INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS 'Wipe er 0.1.: R.N.M.: J.J. 10/11/11 C NO CHANGE THIS SHEET .00F .M.: R..t0. BMC 01/05/10 B PER MIAMI DADE COMMENTS Hem 1ff 8MC p 11/1800 R A PER MIAMI DADE COMMENTS SSMC 08/15/09 aft, ar: 1070 TECHNOLOGY OGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 �— 2.04 I1.1L EXT. 7 2 -TRACK. 90° INSIDE CORNER SHOWN, 2 -TRACK. 90' OUTSIDE CORNER SIMILAR (OPPOSITE1 ANCHOR CLUSTER - C6 USED FOR C5 AND C6 INT. \ 0 D\C 6 L 3.5 a 3.889 EXT./ 2.04/ 4 -TRACK, 90° INSIDE CORNER SHOWN, 4 -TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS ANCHORAGE, EXAMPLE CLUSTERS el. SERIES 770 ALUMINUM SGD - LMI 84,1*.410 .* N* I ..µ„R, SGD77a I NTS 12 23 I PGT0002 I"C NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. / IODUCT RAMIS r aapaes .10. IhePIM& ▪ C.do lti /101:21j .1 IAL Itapirmi. 1" MIN. E.D. TYP. EXT. 1/4" MAX. SHIM 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1" MIN. E.D. TYP. EXT. 1 3/8" MIN. 117 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. 2 -TRACK FRAME HEAD WOOD INSTALLATION SEE ANCHOR NOTE 6 SHT. 1 (1/4" MAX.) EXT. } DETAIL B,3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16" 1"MIN O.C., TYP. TYP. DETAIL E. 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX) EXT. I SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) EXT. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EXT. 1/4" MAX. SHIM SEE CHART, SHT. 1 2 1/16" O.C. TYP. ONCRETE SEE CHART, SHT. 1 2 1/16" O.C. TYP SEE CHART SHT. 1 1/4" MAX. SHIM EXT ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL C. 2 -TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 2 1/16" O.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) 1 3/8- " MIN. 2 1/16" 1" MINI O.C., TYP. I E.D., ►I TYP. DETAIL F. 3 -TRACK FRAME SILL WOOD INSTALLATION • 2 1/16 O.C., TYP. DETAIL H. 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 SEE CHART SHT. 1 SEE CHART, SHT. 1 t• SEE CHART SHT.1 2 1/16 O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION RI.wB,. DM RIMMR J.J. 10/11/11 C RING B/ Cllr: Radrlo"r' SVC 01104/10 RMI or CIN: SMC 1118110 Drawn BT DIb SMC 08/05/09 MrYIvVII CP•dr4 B,. Dale- NO IM NO CHANGE THIS SHEET PER MIAMI DADE COMMENTS PER MLOMI DADECOMMENTS 2 1/16" O.C., TYP. SEE CHART SHT. 1 — DETAIL D. 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 EXT.:... - SEE CHART, SHT. 1 DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION EXT. 1" MIN E.D., TYP. ONCRETE SEE C- HART SHT. 1 1 3/8" MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. 1 DETAIL I.4 -TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 - SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) EXT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1320 NOKOMIS. FL 34274 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16" O.C., TYP. DETAIL K. 4 -TRACK FRAME SILL WOOD INSTALLATION 1" MIN E.D., TYP. ANCHORAGE DETAILS 1 3/8" MIN. SERIES 770 ALUMINUM SGD - LMI er,41111o/ItBoMI M.Iq Rr. 500770 Ires. UNTS 13 d 23 I PGT0002 rkODuct R9vISE0 r eerie{ w� Ne Medi W ON Cede Aortptssotedlesdsm 1 .z) R • 1 rte. I. „1111111,,, ...`‘‘.\\\C). oaf LYNN 11,04 ▪ �.•' v`OENSF is : 140.56705 w • 61ATEOF "',SSIONAL �� A. LYNN kdIILgIk P.E. P.E.# 60706 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1116" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) EXT. ONCRETE 1/4" MAX. SHIM SEE CHART EXT. r SHT. 1 1 3/8" MIN. EXT ye MAX. SHIM —"- WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SEE CHART, SHT 1 DETAIL L. 4 -TRACK FRAME SILL CONCRETE INSTALLATION 2 1/16' O.C., TYP. - 1" MIN. 1/4" MAX. SHIM -.1 -.- EXT. .01 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR /NOTE 3, SHT. 1 DETAIL M,4 -TRACK FRAME JAMB WOOD INSTALLATION SEE CHART SHT. 1 1/4" MAX. SHIM SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR NOTE 1, SHT. 1 1" MIN. 2 1/16" t O.C., TYP. DETAIL 04 -TRACK FRAME JAMB CONCRETE INSTALLATION 1 3/8" MIN. -.-- EX17-1 DETAIL N,2 -T WOOD RNSTALLATeckfp,81E JAMB IION WOOD FRAMING 1 P -HOOK MOUNTING ADAPTOR 1 318" MIN. ANCHORS LOCATED MID-SPAN— BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. 2.693" MIN. EXT. DETAIL S. P -HOOK WOOD INSTALLATION Rowley Ni. *mono J.J. 10/11/11 C NO CHANGE THIS SHEET n....mr Puiee ReMelone• SMC 01/05/10 8 PER MIAMI LADE COMMENTS Mond., soft M.A.. SMC 11/1809 A PER MIAMID.400 COMMENTS al"' NW ChroM40i !NW SMC 08/05/09 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM , 21/18" 0.C., TYP. 1" MIN. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 MASONRY . SEE CHART EXT. i SHT. 1 ) , . DETAIL P„2 -TRACK FRAME JAMB CONCRETE INSTALLATION r 2 1/16" O.C. TYP. 1/4" MAX. SHIM -.1 EXT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL 9,3 -TRACK FRAME JAMB ;!e; 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 1/4 E.D. / 3.5" TYPICAL JAMS CL,NITER EOR DETAILS 2.04" . I '"\714.051" MIN. O.C. SEE CHART SHT. 1 SEE CHART SHT. 1 2 1/16" O.C., TYP. ASONRY DETAIL Rd -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS CONCRETE/MASONRY (GROUTED BLOCK ONLY) SEE CHART, SHT. 1 1070 TECHNOLOGY DRIVE NOKOMIS, 71. 34275 P.O. BOX 1520 NOKOMIS, 71. 34274 EXT. . 2.693" MIN. DETAIL T, P -HOOK CONCRETE INSTALLATION ANCHORAGE DETAILS SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, SERIES 770 ALUMINUM SGD - LMI I 500770 I NTS 14 . 23 PGT0002 Ic INODUCT REVISSO rizr14. will doe Merl Cods Ao14044•44 leas -0..- P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -BOOK INSTALLATION ANCHORS r. - I I PANEL 1 TYPE H1 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. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION PANEL PANEL TYPE TYPE 'QS' i 'AS' 1' DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" PANEL le TYPE SEE - NOTE 3, SHT. 15 a DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 \-DETAIL'U', SHT. 18, ANCHORAGE DETAILS 'E' & 'G', SHT. 13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES R"rM B7. 0d": 0.400.. 10/11/11 C I NO CHANGE THIS SHEET SMC 0INOH0 B 1 PER MIAMI DADE COMMENTS R",foxr. 00N. nor..II SMG WM09 A PER MIAMI DADE COMMENTS We: 00.0.0,0 00.: SMC 08/05/09 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1625 NOKOMIS, FL 34274 INT. SEE CHART, SHT. 1 ONCRETE/MASONRY (GROUTED BLOCK ONLY) SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN. P -HOOK FOR BOX RISER CONCRETE INSTALLATION ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 .7„-DETAIL'BB', SHT. 19 `4) EXT. DETAIL 'KK', SHT. 20 E HORIZONTAL SECTION B -B #10X1.50" PH SMS PANEL CORNER DETAIL #8 X 1.00" PH SMS (OPTIONAL) • FRAME CORNER DETAIL ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI s.r.�rar.Bur n.,e w..rawFaw SO0770 NTS 15 d 23 I PGT0002 C rkODUCP RLVIMD • ",YMB{wYiob.PIM& Rap• insbellIew N NW Ilieltnelmasell •x11111111//,, •,\“.y LYNN M//!'', oFp * i No -58705p ° 11( : W; ' ,A 91A1EOF .�: SIONAL0,0E A. LYNN MILLER P.E. P.E.# 55705 DETAIL 'CC', SHT. 19-- \...- /r DETAIL 'BB', SHT. 19 ` DETAIL 'FF', SHT. 19, DETAIL 'EE', SHT. 19, /DETAIL 'V', SHT. 18, ANCHORAGE DETAIL 14' & ANCHORAGE DETAILS 'N' ANCHORAGE P', SHT. 14 DETAILS 'A' & 'P', SHT. 14 & 'C', SHT. 13� NOTES: L SEE FRAME &� PANEL CORNER CONSTRUCTION DETAILS SHT. 15 EXAMPLE DETAIL 'CC', SHT. 19 PANEL TYPE X PANEL TYPE SEE X11 NOTE 3 X MAX. HT. SEE DP TABLES 1 `n1 DETAIL Y1', SHT. 18, ANCHORAGE DETAILS 'E' OXXX (2 TRACK) & SHT. 13 Z DETAIL 'DD', SHT. 19, ANCHORAGE DETAILS 'Q' &'R', SHT. 14 MAX. HT. SEE DP TABLES PANEL PANEL TYPE TYPE O f DETAIL BB', SHT. 19 Vis1/ �/ DETAIL 'M', SHT. 19, ANCHORAGE DETAILS 'S' & 'T, SHT. 14, 'MM' & 'NN', SHT. 16 DETAIL'X', SHT. 18, ANCHORAGE DETAILS 'B' & 'D', SHT. 13 PANEL TYPE 'M' SEE NOTE 3 11 c X X PANEL TYPE a POCKET UNDER SEPARATE APPROVAL OXXXp (3 TRACK RIGHT POCKET) EXAMPLE R.10 By o.R: R.MIw.t J.J. 10/11/11 C NO CHANGE THIS SHEET 0.40 B.Wb.: SMC 01106/10 B PER MAMIDADE COMMENTS w°B): 011* R.Wlav SMC 11/1&09 A PER MIAMI LADE COMMENTS Br 0.1. CI0.0.r 0.M: SMC O&V&V9 RJA DETAIL W', SHT. 18, f ^ ANCHORAGE DETAILS 'F' & SHT. 13 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 - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 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. "I- PANEL TYPE 'A' L1 PANEL PANEL TYPE TYPE ,CS, 'QS' PANEL TYPE 'K' SEE NOTE 3 DETAIL V, SHT. 18, `r ANCHORAGE DETAILS 'A' &'C', SHT. 13 ,9v-DETAIL'EE', SHT. 19, `-^/ ANCHORAGE DETAILS 'N' &'P', SHT.14 1 MAX, HT. SEE DP TABLES a �a u. XX -90° CORNER -XX (2 TRACK ANCHORAGE DE AH S'E' 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 i P.O. BOX 1628 NOKOMIS, FL 34274 DETAIL 'BB', SHT. 19 k. , 3fa i C- DETAIL 'HH', SHT. 19, ANCHORAGE DETAILS M' & SHT. 14 PANEL TYPE 'M' PANEL TYPE X a 1 DETAIL' Z', SHT.18, ANCHORAGE DETAILS 1' & 'J', SHT. 13 PANEL TYPE ,P XXXX (4 TRACK BY-PASS) EXAMPLE PANEL TYPE 'K' SEE NOTE a3 X -FI MAX. HT. SEE DP TABLES DETAIL 'Y', SHT. 18, ANCHORAGE DETAILS 'K' SHT. 13 & 1', SHT. 14 EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGD - LMI - SGn770 NTS 16 a 23 PGT0002 5 I� /-DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. HORIZONTAL SECTION A -A rMODUCT OLVISZD r "'!5 •S 1066. rum. YIN, CM. ..r.1....IN Il^Int 1d-L-olm YM. .`\( IYNN Mg4F/,, x0\ P * No 58705 STATE O . �•t` ''.• PLORIOP.'' O,. IONAL ` A. LYNN MILLkk P.E. P.E.M 68705 CC m -n oo in 1 ti -1 s� r O gg g A ° m. y o., b me mO'� 2Ti $� ISA r40 A hA m m xm m m §m $m $m .2 i Rt}%A tf TEr tl ti v r y a m ti r t 2 o£ m'.�i Z'Z y Z E • •.... 3711SN007 37l1SM007 f°j b m41Ol H $.1 A ti m �m §mm \■�: 1 g t 11 o� p t ■ ■ `.w O 14 z .1(!) kV)1--I 1-4 ZI ' rn T y • o(0 mm -2fy 01 rnAx 2i 41 qm mai 111 m° i ~- m° )m ■ oy yw7 °m T n 1 2yT n Or r>11, m° m x m 77 A 1P11 z ax, lkn • 3i m RI g mm AA r.� m ma �1 � a iy n 2 H - rc� 8 C°) n P x� A�2 - txi, vxi Pj^ "gym °m rim °�1I m x A ma z A m m F rAtIpti%tiLAAI%pti 1;1 N a A %to r 11 -401 r812 o Rm ;° '"A T° 1 6-8 rfi▪ `2' mo os mA xm AA 0I r 1 11'z r XA A4) IRiRIA "G1 AQ g�S mmQQ^ r7, �m dim g mA 3i AA x x SILL RISERS OPTIONS EXT. FLUSH BOX SILL RISER EXT. FLUSH FLAT SILL RISER DETAIL V FIXED PANEL SHOWN DETAIL 'U' EXT. LOW BOX SILL RISER MEDIUM BOX SILL RISER EXT. EXTERIOR INTERIOR I* (ALL VERT. SECTIONS) HIGH BOX SILL RISER 1 4.055` LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER FIXED PANEL SHOWN R..TC ..' '70/1 1 R.*0 ,: J.J. 10/11/11 C NO CHANGE THIS SHEET RMYCY L.r: 115Ndo,. SMC 011510 5 PER MIAMI 13/10E COMMENTS NO. SMC 111085 A PER MIAMI DADE COMMENTS onwn u7: p.m. 1044.54 LI 5,b: SMC 08/05109 R.0 DETAIL 'X' FIXED PANEL SHOWN DETAIL W 1070 TECHNOLOGYORIVE NOXOMIS, FL 3/275 P.O. ROX 1529 1 NOXOMI8, FL 31274 EXT. DETAIL 'Z' 89 1m II 1110 An 111111 DETAIL 'Y' DETAIL 'LL' SCREEN AT HEAD 00 0 EXT®111 . VERTICAL SECTION DETAILS I SERIES 770 ALUMINUM SGD - LMI _rt_ s_ m..w soo770 I NTS 118 0 23 I PGT0002 C DETAIL 'MM' SCREEN AT SILL rrwuCr MOW ra u �. r1..IM Cab ASiairatim r1rw� ,A� -10, (A, Oril y ,,,,{dill 1w, ,/' LYNN M1z • &.t.•• [NSF *'; * ; No 58705 a * is o•, 4011", STATE• 9c.F,'toR\OP••\„ S ONA �` 1n11R,�� A. 1YNNIMILLEP.E. P.E.5 58705 DETAIL CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 'EE' 1. By Opn. R.vbba J.J. 10/11/11 C NO CHANGE THIS SHEET .x R Illy Oar R.vwww• • SMC 01/05/10 8 PER MWMIDADE COMMENTS tom very ar R1WNrR: BMG 11/1909 A PER MIAMI DADE COMMENTS 000,94: aN: 01.0.489 DAN: SMC 08/05/09 RAJ DETAIL' DO' (FIXED PANEL) INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 'ITEM 81 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE W70 TECHNOLOGY DRIVE 80809418, FL 94275 P.O. BOX 1529 80809418, Fl 31271 DETAIL 'FF' (FIXED PANEL) DETAIL DETAIL 'NN' SCREEN AT JAMB DETAIL 'II' MOM' OIiVY00 =sot Obi AsM(01 . ( l - NOM lisuird 113 \.•oN.l LYNN F/G ./ 4c • No_.`Z`.. ,CEN..4..... AT MIDSPAN .�5g ;'O'. Io 1 II•�; .. STAE F .•2: '''�SSIONAL SERIES 770 AL UM/NUM SGD - LMI 111 II 11 ,/01000 8*: '''° 0*8IA 0* A. LYNN MILLER, P.E. 500770 I NTS I 18 « 23 I PGT0002 I c P.E.856705 DETAIL 'GG' (FIXED PANEL) HORIZONTAL SECTION DETAILS nr: EXTERIOR INTERIOR DETAIL 'IP (90° OUTSIDE CORNER, 2—TRACK SHOWN) 111ndSr CYR.' RoMby.' J.J. 10/11/11 C NO CHANGE THIS SHEET NOV Yr O. RON SOW, 1070 TECHNOLOGY DRIVE NOKOMI9, Fl. 34275 P.O. BOX 1629 NOKOML9, FL 34274 Mno•r WR. RMIb,.: SMC 11/16/00 A PER MLOMIOAOE COMMENTS o..nel!p.I. bR9 Okl or.. SMC 08/05/79 RAA DETAIL 'KK' vitOIMICTist daub,* w101M PM& M Code M+•I14 wino.. oar /,,11111111/,,_ ‘0 y oNN 11/// ''i (90° INSIDE CORNER, 2 TRACK SHOWN) �...• ..°E"Se ' •R ;'Or; : 5TQ5 i, N • A o 1t h ac -'- _....,3 ssPZE OF Z; ''�O�'•. , FLOTI��P•'�,,� FS \_ \ ,,,, SIO1NP,,,� A LYNN AMLLRR, P.0 P.E.5 58705 HORIZONTAL SECTION DETAILS, CORNERS 1 SERIES 770 ALUMINUM SGD-LMI SGO770 I NTS 120 a 23 PGT0002 I c kr t\ 5 ti 0 4 s..F 133HS SIHI 30NbH0 ON 91-£909 = WfNIWf1V TN 310N °s(sss N(nna 411 84,5;41 sMMMMs 0000gggE 5555 555 ..mm O O < < N + O m a m O o_ 5 VV VV 1ai"`G'�YauoF"'o�+'m�N'�iX m'ww+o''v�Pr�o 260 m 0 J m a a1c N a V m a a W N- o rf g P y y m nai g a m y W a a a a a a a o m m m m m m a a m m a a a m m m a m m m a 2 0 V V I V c � y� XN z x 2 ++ 0 0 a 0 0 a m co co a co a a a 9 9 V co co co W a a a N{ (o N m N O N v A c� A > y> oc� O n o Q O O r F t r z x °amm A2zmmmrt. mfii _f x SArS"AAP D >33 ; a p m m m will O z m m m m m m m m p m p A c m m A A A A m m A A A A _x 2 2 2AZ>>>2 22 2 2 2 2 za pZ-1mma 6a650Rx Os2c x x x x nx x x x 2 m+ A% m mm m a O 4 S O a O S C p O m = D ; A o o l i 'gS 3 g y F r N P Q T D D D E r r 2�a''d' C m R m A A m m d7 m r* r O O O O 2 A A `2 i m m m A m m g r m O A m D V A V 01 }9 2 2 0 0 2 0 m m A A 2_ 5, F A 31 2R. O O S m 2 Z m S m • ... m m6) oY""°> a _- rt >a 8 �Oc 9 9,,,: OOEsps m m2y v oA 0 VO m m O V 0 4 m m o 0 x, >OO P z M a A §i f i f m Q• pQQ• > o m z z om" X m m . 0 2 '3. m p b — D g z A r z r m A 818 a V P tT a 8 N= O O 8 S 8 8 P W N S 0 U4i Nisi I fmA1 a N m 8 8.188 > W N+ 88875 tal" > W 255 go 0000 0 0 0 0 0 + `-e m+ `d" X X y$% 76 a mpp i z$ `& V N ;o, D 0 5.°T. ttTT ��pp ((..�� vy V+V U W fJ a j 0 m m b a V g m m z 8 2m v Z b � ry r 118" 0.062" 0.062" 0.284" 0.83" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD /SINGLE) (65) MATL: 6063-T6 (5) MAT'L: 6063-T6 (78) MAT'L: 6083-T6 0.752" IT 0.233" 0.062" P -HOOK SCREW COVER (29) MATL: 606346 .,+63" T 0.060 3.802" P -HOOK (26) MAIL: 6063-T6 P -HOOK FOR BOX RISER (30) MATL: 6063-T6 0.885" 4.125" 0.082" i 1.304" F 3.25""I Tor) MAIL: !KW RAL --" 0.750" 0.760" 0.062" 0.062" - ►- 4.055" 0.062" 3.305" 0.062" 0.7(52" 0.080" J I SILL TRACK (11) MATL: 6063-T6 3.979" 1.050" 1.003" 0.289" 0.050" 0.050" 1 0.080" 0.709" 0.757" u L-7 � F+- 0.550" GLAZING BEAD (I.G.) FIXED PANEL CLIP (79) MAT'L: 606346 (105)MATL: 6063-T6 0.075" 1.645" 0.125"" STANDARD ASTRAGAL (67) MATL: 6063-T6 4 ��0.082" {I • 3.125' STANDARD STILE (60) MAIL: 6063-T8 1.887722"" n .y 0.232" I 11.019" ISI 1.467" SCREEN STILE (40) MAIL: 606346 0.082" -"- 0.750" FLUSH FLAT SILL RISER (18) MATL: 6063-T6 0.232" 2.5155" 0.082" TI--- 11---, i ill 1�^,.►- 0.062' --•-..-.- 0.062" 0.062" HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MATt: 6063-T6 (23) MATL; 8063-T8 (21) MAIL: 6063-T6 (19) MAT'L: 8063-T6 (20) MAT'L: 6063-T6 (22) MAT'L: 8063-T6 (25) MATL: 606346 Bm.37: MIe MM"lmu: I o••ww• J.J. 10/11/11 C ) NO CHANGE THIS SHEET pp....,1 EXTRUSIONS ,�,,,.,.. o,„,.B„yp,,,,Moro KIS.FL94275 NOTECHNOLOGY 31276 R./ fly: or.. AMA... 1 SMC 11/18/0➢ A PER MIAMI DADE COMMENTS P.O. BOX 1628 .r MS: CMNa 0* I 1 NOKOMIS. FL 31271 SMC 0&tM/09 R11 I sGD7ro N1 0.906" 1.567" 1.8" 2.455" i - 3.979" 0.062' 1.888" 1.162" FIXED PANEL RETAINER (108) MAT'L: 8063-T6 0.075" J 1.645" 0.281" HEAVY DUTY ASTRAGAL (68) MATt: 6063-T6 1- ..... 4. 0.133" nn 3.125" HEAVY DUTY STILE (61) MATL: 6063-T6 1.6" 1.739" INTERLOCK (62)MAT'L: 6063-T8 0.062' 0.796" P -HOOK MOUNTING ADAPTOR (28) MAT'L: 606346 ►1 ,� 0.232" 3.955" SERIES 770 ALUMINUM SGD - LMl srw)o ies raw _- aridly Code froaftimem R�yM.11.. MM /1•31:119144 I-( I� • 5.069" 0.081" - 2 -TRACK HEAD (1) MAT'L: 6083-T6 6.198" 0,081" - 2 -TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063-T6 v." 7.106" 0.081" - 3 -TRACK HEAD (3) MAT'L: 6063-T6 1.6" 9.142" rlfV- -Asir uo 8.562' 4 -TRACK HEAD 0.081" (4) MATL: 6063-T6 5.621" 4" I?1�10) �AT'L:�II�STBRAGAL Rowdily: 0..: www: J.J. 10/11/11 C NO CHANGE THIS SHEET wweey wtr www: wryer u u: 11040u: SMC 11/15019 A PER MIAMI DAOE COMMENTS Dm er 0.11: rnw.eel me. SMC 08/04/09 RA 0.080" 4 -TRACK S LL (10) MAIL: 6063-T6 6.528" 0.080" isJj 3 -TRACK SILL (9) MAIL: 6063-T6 6.221" 1.505" 1.505' 1.498" 0.080" 2 -TRACK SILL )y/ low TRACK (8) MA 083 -TB 1.505" 1 1 1.211" 0.080" 4.49" 2 -TRACK SILL (7) MAT'L: 6083-T8 1.03" (-- 2.893" 5.821" OUTSIDE CORNER ASTRAGAL (119) MAT'L: 6063-T6 ca.71NOLOGYORIVE V '' NOKOMIS. FL 34275 P. BOX 1528 NOKOM19. FL $1274 "- 1.045" 1 1.990 0.062" SCREEN TOP RAIL (45) MATL: 6063-T6 Io- 0.875" 1.993" 0.062" SCREEN BTM. RAIL (46) MAIL: 6083-T6 1.36" T 0.081" 1.505" 7.105" k•-- 0.080" 3 -TRACK JAMB (16) MAIL: 6063-76 2.828" (110MA71.: (i1i3='i6 R j(TRUSIONS SERIES 770 ALUMINUM SGD - LMI t__ASK P.Me14 soo770 I NTS 123 - 23 PGT0002 2 -TRACK JAMB (14) MAIL: 6063-T6 4 -TRACK JAMB (17) MATL: 6083-T6 Ihr C 2 -TRACK JAMB W/ SCREEN TRACK (15) MAIL: 6063-T6 rKODUCT WLVIMY r ..__g wall, M /WWI MAw,ry,C..w U Io I •/ . 481.rW 8.114*8;414.- \\‘`pNLYNN M2'/'/ '. 4.•''.sCENSF '.. * No 58705 • STATE OF 1(/� tomo G� /ONALE? 1111 111l'`' A LYNN MLLER, P E P.E./ 58705 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 3/4/14 I Permit Number: BLDG1312-0056 Lot: 71 Block: D Subdivision: PARKLAND GOLF & COUNTRY CLUB Job Address: 10335 CAMEILLA ST Work Description: 71/D PG&CC Contractor: TOLL BROS INC DEPARTMENT Date Denied ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL Phone: 9549051350 Date Approved Initials