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Home My WebLink AboutBLDG1310-0080-Product Approvaloh mar MEP 01, Om. Owo .10 H job 1 Name: Info Address: Window/ Rough Door Opening Size I.D. # (WxH) E1 E2 31 D2 Al A2 A3 A4 81 K AS A6 L1 L2 11 12 13 14 A8 A9 410 M 411 Al2 A13 H 51 G2 G3 2 3 1 (A2 - A3) w 2(L1 -L2) 49 X 63 % 49 X 63 14 271X6314 271 X 63 14 38x631/4 38 x 63 1/4 38 x 63 % 38 x 63 14 27Yz x 385/8 49x64% 38x6314 38x6314 38X7614 38X7614 25x4014 25x4014 25x4014 25x401/4 38x631/4 38x631/4 38x6314 33X161/4 38x6314 38x6314 38x6314 54 1/8 X 59 % 19X301/4 19X3014 19X3014 54x721/4 54X9714 16'X7' 146 X 97 1 X4X6314 1X4576% City Of Parkland Building Division Toll Brothers 10175 Cameilla St Product Approval NOA # 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1110.15 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1110.15 11-1110.15 11-1110.15 11-1110.15 11-1013.14 11-1013.14 11-1013.14 11-1110.15 11-1013.14 11-1013.14 11-1013.14 11-1013.14 11-1110.15 11-1110.15 11-1110.15 11-1110.15 FL 14665.1 FL 5684.3 11-1018.14 Overall Maximum Tested Size From NOA (WxH) 53 1/8 X 76 53 1/8 X 76 53 1/8 X 76 53 1/8 X76 53 1/8 X76 53 1/8 X76 53 1/8 X76 53 1/8 X76 53 1/8 X76 32 SQ FT 53 1/8 X76 53 1/8 X76 53 1/8 X 76 53 1/8 X 76 32 SQ FT 32 SQ FT 32 SQ FT 32 SQ FT 53 1/8X 76 53 1/8 X 76 53 1/8 X 76 32 SQ FT 531/8X76 53 1/8 X76 53 1/8 X76 53 1/8 X 76 32 SQ FT 32 SQ FT 32 SQ FT 32 SQ FT 115%X98 16'2" X 16' 48 X 96 Window / Door Product Approval Schedule 1 Lot I Block Windows and Doors Design Pressure per Structural Site Product Specific Design Approval Pressure (+) psf 64 64 64 64 64 64 64 64 64 80 64 64 64 64 80 80 80 80 64 64 64 80 64 64 64 64 80 80 80 71.1 (-) psf 80 80 80 BO 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 B0 80 BO BO 80 80 80 80 80 80 71.1 55 55 42 48 46.67 60 (+) psf 41.9 41.9 43.8 43.8 43.8 43.8 43.8 43.8 43.8 41.9 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 41.9 43.8 43.8 43.8 41.9 41.9 41.6 39.2 (•) psf 54.7 54.7 47.5 47.5 47.5 47.5 58.7 58.7 47.5 45.6 47.5 47.5 58.7 58.7 47.5 47.5 47.5 47,5 58.7 58.7 47.5 47.5 47.5 47.5 47.5 54.7 47.5 47.5 58.7 54.7 59/D Shutter Zone Required Anchor Type Int. = 4 Required Ext = 5 45.6 4 46.3 4 42.9 4 Yes / No NO 1/4" ELCO ULTRACON NO 1/4" ELCO ULTRACON NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO /4" ELCO ULTRACON /4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 1/4" ELCO ULTRACON 5/16 X 1 5/8 LAG SCREW 1/4" ELCO ULTRACON Permit # s►_tiC-, 1310- c�c�go J Subdivision PARKLAND GOLF & COUNTRY CLUB Mullion Bars Anchor Spacing Edge & On Center t Header 2 2 1 1 2 2 2 2 1 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 8 3 C4 + 1 11-0922.01 _ 144" 113.4 113.4 43.8 58,7 5 _ NO 1/4" ELCO ULTRACON 4 11-0922.01 144" 72.2 72.2 43.8 58.7 5 NO W4. RICO UL. k 1 Li 2 ...._J__ Y' 1 1 Wi'l p(14 42 0" ce a P Sides 9 9 5 5 7 7 7 7 4 8 7 7 8 8 5 5 7 7 7 4 7 7 7 8 4 4 4 9 6 - 14.2 O.C. 7 10 Sill 0 0 0 0 0 0 0 0 0 6 0 0 0 0 2 2 2 2 0 0 0 2 0 0 0 0 2 2 2 7 60 C4 + 1 0 4 0 4 Approval by A/E of Record o .o0 NAL <<~ xyX •t4S Horizontal Vertical NOA # Vertical Span in Inches 11-0922.01 63 1/4" Vertical 11-0922.01 76 1/4" kM0 - Ooao \a‘VA MIAMI mai 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 (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 the High Velocity Hurricane Zone. 1 DESCRIPTION: Series "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the 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 # 59/D PGCC Openings: El, E2, D1, D2, Al, A2, A3, A4, Bl, A5, A6, A8, A9. A10, All, Al2, A13, H, L1, L2 MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 261h Street, Room 208 Miami, Florida 33175-2474 T (786) 315--2590, F (786) 315-2599 www.miamidadt.gov/vera/ 6f%vA>r,', INOA No. 11-1013.14 l Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -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) �/ �/ t Jameco�li , 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:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with narked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by 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 (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 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. Casco Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s 14TL-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 Edmund() 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 PGI' 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. Gase n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 1 Lt, 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18" LAMI IG: (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. A H.13/16" LAMI IG: (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. 1. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" 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 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAQITE QI. LE)QKEEPSAFE AJ/JCQI(II44 f>V13)[I7FRI AYFR. 9(M. 13/16" LAMI 10: (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 YI SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. II 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-4640, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5083. 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). J.J.Nene* Dew 10/07/11 nartalyC ter J.R. 04101/11 -.5" am FJL 11/13/ 80 1:1F- yaw F.K. W1AM Pwara D 2010 FSC UPDATE mmtm"c C aaasr: 8 TO NOTE I. LAsalesdayi DN J.J. I 2/28/77 CHANGED CAP GLASS TYPE ID TEMPERED FROM 118 CHANGE NOTES 367. ADD NOTE 9. ADD GLASS TYPEM NG OPTIQNS 1070 TECHNOLOGY DRIVE NOKOMIS. PL 34276 P.O. SOX 1529 NOKOMIS, FL M274 Vuib{y Batter TI GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT H0 1 NTSI « 11 Ia•o•04040-20 rD NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISE!) AS complying with the Florida Building Codo Acte. No Miami Dadc Pro fi GI Corn 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — .D80 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMI • GLASS 12" NOM, GLASS BITE ® NOTE: LAMI IG OUTBOARD CTrES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR C> (ALL SECTIONS) –• 3/16" ANNEALED OR HEAT STRENGTHENED GLASS f— .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8"ANNEALED OR HEAT STRENGTHENED .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI Mwsy PM. a.wr"r JJ. 10/07111 D ger• n o.. enasu� J.R. 04/01/11 C RPM - o r.• wrwn..r 11/13416 S oww.es t>M. Med. F.K. 011A65 J.J. NOSHEET CHANGED CAP GLASS TYPE 7O TEMPERED FROM HS ADD ITEM fj TO Nle LAMI LO. GLASS MAN LAMI IO NOTE X3/07 If S ASS r nn t 12" NOM. GLASS BITE -^ 3/16" ANNEALED OR HEAT STRENGTHENED GLASS –+� .090 SOLUTIA OR DUPONT PVB INTERLAYER y 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE _ 1/8" TEMPERED GLASS�cj 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1070 TECHNOLOGY DRIVE TI GLAZING DETAILS NOtrOMIE, FI. $4276 P.O. 119X I62$ -- ALUM. SINGLE HUNG WINDOW IMPACT OssoOkilii HO (OMI$, R. 34274 VIA* Beta. 8H700 170 I 2 > 11 1 404040 PRODUCT REVISED os complying wish iho Florid" Building Coda ACceptatrco No ExtdnaI/OwDotc Miami ode Product Comso Ifo 4, ,k LU sja�Nk•;13:‘‘,. E6° tl ••• 't� 3:e.• <2IO‘ A Ll/15WMILLtR, P.E. FL P.E.# 58705 L1 [2 U1 D2, Al 02,A3 04 B1 A5 AL Di AB 5011.10 011 012 A13 fi 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 40" 80" 52" 63118" UP TO 631/8" GLAaSi��_ A,B,M A,B,M A,B,M A,B,M C,D,E,F,O,H,I,J,K,L 63" +890'.-60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 88" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 66" 70" 72" +80.0 40.0 +00.0 -80.0 +80.0 +80.0 -80.0 +80.0 -50.0 +80.0 +80.0 -00.0 +80.0 -80.0 +78.8 +78.8 •79.6 +78.2 -78.2 +78.9 +80.0 -80.0 +80.0 -80.0 +80.0 TABLE 1. I I "D„ 74" 78" I L 1 L 2 )ETING RAIL •00.0 +00.0 -80.0 +80.0 480.0 7 HT. -80.0 +80.0 -80.0 +79.0 -79.0 -78.8 +77.3 -77.3 +76.9 -75.0 -78.9 +75.4 -75.4 +74.0 -74.0 -80.0 +80.0 -60.0 +80.0 -80.0 (STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FM WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT 50 615" 63" 72" WIDTH 48" 60" 62" 6311*" UP TO 631/0" GLASS TYPE &B,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L 38 3/8" +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 44" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 +80.0 -80.0 +79.9 -79.9 +70.0 +80.0 -80.0 +78.9 •78.9 +70.0 +80.0 -60.0 +75.0 •75.0 +88.0 +80.0 .60.0 +80.0 -80.0 +70.0 -70.0 -70.0 -70.0 -66.0 -70.0 74" +70.0 -70.0 +70.0 -70.0 +68.8 -68.6 +86.7 -88.7 +0.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TP FRAME DIMgN8ION8 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 78" FLANGED AND WIDTGLS 17 22 38 V18" 44 13/11" 80 63 1/6H I D,E F,J,K,LE +00.0 11.80.0 I +80.0 1/-80.0 I +80.01-60.0 I +80.0 1 -80.0 I +700 1 -70.0 I +70.01 0.0 I +70.0 TABLE 2. 76" +0.0 -70.0 +70.0 -70.0 +87.6 -67.6 +65.5 -66.5 +70.0 -70.0 TABLE 3. 75" INTEGRAL FIN) 3/8" I 65 18(18" 1 -70.0 +70.0 1 -70.0 GLASS TYPES: A. 5/18" LAMI - (1/6"A,.090,116"A) B. 6/16" LAM(- (1/8"A,.090,1/8"HS) C. 5/18" LAM(- (1/8`18,.090,1/6"FI8) D. 7/18" LAM(- (3/16"A,.090, 3/16"A) E. 7/16" LAMI - (3118"A,.090, 3/18118) IF. 7/16" UMI - (3118118,.090, 3/16"HS) 10.13/16" LAM110. 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.000,1/8"A) 1H. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 5/16" LAMI - (1l8"A,.090,1/8"HSI I. 13/18" LAM110 - 1/8" T, AR SPACE, 6/18" LAM!. (1 IB"HS,.090,1/8"HS) J. 13/18" LAMI 10 -1/8" T. AIR SPACE, 7/16" LAMI • (3/18"A,.090, 3/16"A) K. 13/16" LAMI IO - 1/8" T, AIR SPACE, 7/16" LAMI • (3I18"A,.090, 3/16"118) L. 13/18" IAMI 10.1/8" T, AR SPACE, 7/18" LAMI - (3/18"HS,.090, 3118"I4S) M. 13/16" LAM110- 1/8"A, AIR SPACE, 6116" LAMI - (1/8"A,.090, 1l8"A)4 TEST REPORTS F1L-4647, 4648, 4723, 4957 FTL-4647, 4848 FTL-4847, 4048 FTL-4845, 4885 FTL-4845 FTL-4645 FTL-4646,4723 FTL-4646 FTL-4848 F11-4849, 4850 FTL-4849, 4650, 4958 F1L-4849, 4650 FTL-5063 • • TABLE 4. 1 "X" "0" HT. MEETING RAIL "0" Ht T. MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LURED TO A POSITIVE DESIGN PRESSURE (5' .54.0 PSF 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. AN 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM. fte J.4 1007/11 MP 04 amt" J,R. 0W1M1 .".to u"e FJC 10306 aew,s a,mr mow 0 NO CHANGES melees CHANCED CAP GLASS TYPE TOM -PAPERED PROM H8 n. '6.0..rrLit��t �_ru""wn""ins 1 *Ws1104Wetrl l5l fl weil litr Merits. 8yO7GM FORMAT PRA 'wow F qM wain,1/EST N08 FJc 91/76 J.J. 22/23/07 1070 TECHNOLOGY oanhI DESIGN PRESSURES NOKOMIS. FL WM glIGT 1r' ALUM. SINGLE HUNG WINDOW, IMPACT VWby Better811700 I NTS13 r 11 lo."t.w.4040-20 P.O. BQX 1525 NOKOMIS. FL 34214 MINUS SASH HT. ID PRODUCT REVISLO a complying with the Floods Building Code ! p Acc ptenco No Dery `�.� LYNN 4, :///944 •. k ; 58705 No. ct %13 ' STA Z�. ", A. LY4I(111MILLt, P.E. FL P.E.# 58705 49 5/8" MAX. FIXED DLO (ALL) '' SEE DLO O TABLE _i_ SEE DLO TABLE (MAX.) L X j 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 MAX. FLANGED WIDTHA 52 1/8 . I.F. WIDTH D+� 1 75' MAX. HEI ;HT 78" 4AX. 38 /18" FLANGED HEIGHT 38 /16" MAX. SASH HEIrT SEE DLO T, ABLE j I� L B DETAIL D A SEE DLO TABLE SEE DLO TABLE J_ O j j DETAIL B VIEW (STANDARD SASH) TV' MAX. I.F. HEI 3HT ® SEE DLO TABLE 78" MAX. FLANGED HEIGHT 20" i SASH SEE DLOTABLEX j HEIGHT, 1 ---.-. DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 75" MAX.A HEI ;HT 76" MAX. FLANGED HEIGHT SIE NOTE 4 E .. I 1 75" MAX. I.F. E —" HEIGHT 20- " SASH HEIGHT NOTES: 1. SEE SHEET 6 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. A eraser J.J. erase: J.R. ew• eaww: 10/07/11 O NO CHANGES THIS SHEET Dor meeker 04/01/11 C NO CHANGES THIS SHEET RONdIjr I_: rescan• F.K. 11/13/06 S ,ADD INTEGRAL FIN O.F.) VERSION, CHG. NOTE 9. ADD NOTE4. prefer: Aft meow ei cow RIC 9/1436 J.J. 2/23/07 076 TECHNOLOGY DRIVE p NOICOMa, PL 64276 P.O. BOOL 1620 NOKOMIS, FL 74274 76"MAX. FLANGED HEIGHT C� 1 SEE DLO C TABLE O SEE DLO TABLE .1_ 75" MAX. I.F. HEI ;HT ®14AX. FLANGED HEI 3HT E E4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH PRODUCT REVISED LOW HIGH as complying wgh the Florida DETAIL SILL SILL Building Code Acceptance No %% U:! 1 °� A 34 1/2" 34 3/16" lny on Nue ej/4j, B 277/16" 271/8" C 277/16" 271/8" Miami IYadePro uacmtlrol D 163/8" 15 3/4" E 163/8" 15 3/4" TABLE 5. . rCli l l ll r,. s" ( LYNN M/((F /, : 2,l`Z�.•:,CENSE '•. • 'P _ * No. 58'105 IH W; 7-1 women • ' 1 ... STAT or ,r'•„?.: ELEVATIONS '- F�oRtoP '�C9; ALUM. SINGLE HUNG WINDOWI IMPACT ,� ,%.•.• IONF - '� rare es" sarr scarce. A. LY�(I'I1,11 & P.E. SH700 I NTS 14+ 11 I 4040-20 I D FL P.E.t156705 Vitt* Better M,X. HEI^=HT 2.784" NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE INSIDE CIO M,x. FIXED LITE DAYLIGHT OPE 4ING 7,8 OR 17) /OUTSIDE ' MX. VENT DAYLIGHT OPENING 1 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16) MX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A OUTSIDE INSIDE\ 50 OUTSIDE MAX. VENT DAYLIGHT OPE 4ING 2.'46 HIGH SILL 2.330 LOW SILL HIGH SILL LOW SILL HEAD ®LF. FRAME JAMB .710" n 11 OUTSIDE OUTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE 1 ULTRALIFT ONLY ULTRALIFT ONLY 2.946" (HIGH SILL) SECTION B -B (LOW SILL SHOWN) Ws: J.J. 10/07/11 D NO CHANGES THIS SHEET JR 04/01/11 n..0 "c NO CHANGES THIS SHEET FOC 1U130S 8 ADDI.F. SE97/ONS & CONSOLIDATE BAL. COMPONENTS os".r ow: cn..wu oar F.K. 11/1105 J.J. 2/296 7 ALTERNATE HIGH SILL BIGT SECTIONS NOKOMIS. FL 74276 ALUM. SINGLE HUNG WINDOW, IMPACT vi.„* Better — 1I 8/4700 I Half 15 . 11 I 4040-20 D SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) P.O. SQX 1521 NOKOMIS, R. 34274 PRODUCT REVISED o minifying with the Florida Building Cock Aeeeo.p.PwNo � Product Comm ,,t11111I.,P \\‘`', LYNN . * : so,5870 * ' CC= !• A,'1041 STATE OF : • �c�: '',;7SSIONAL j `� A. LYNNMII!I!EI3,P.E. FL P.E.# 58705 4! mw O 2�?�(O= 5.PmSaf gage CO EC IC S O O O • «O<<md ,,,m = O O O d1 ;D:4,27,4000.;D:4,27,4000.o. -z a l0 5 O p A A T m0 O ;1 Q @2$LI W1fU ‘4%:! zdwiev;i”2es .404 di b S oS-10 0 Ol W Zl=/ G3 ,le=4.KF _rp8� �� 0W fe 1912 e4t DOii %U U �F 0_,---,- ~v v v � O 2 5Zm�3 io % 6 O ID I) g wSil CJ� Y. W !!:A1�A _ am oo 331 *3 r f f <thocio,d OS � �]C.1* O r Ool mcD A 0000 r N 0 M OOOS mS O O ft m r 0 0 0 O O A O O O O 4A 4 A ® AAAA _O F 1f o xXp 3Y ti _ �q p N O y¢ + ` O Vf LL' U �p �np �pp If 4Y11 N Mp O O N �p A N t9 f pp O f O oy f •N 6 N O N 5 iF O& 5 O C N s O O s 2 N_O ^ f A N A N A A Q° f 0 ,` N O. Mo 0OID O O N ai Of $'80000f A000 i I_ m, m Q tl m m 5.1"1105'11:4010 - " }� 0 f 1� A A 0 rF OO 0 O A O O t U' = N X r Y 52 F0 O 0 nib ACL F O s O W n Y m m MUSS 1--= coA IL m` 52[ vJ^�m �OOFI O ` 1�x° Nti .. od qui �� OEM J(0400 Winiihetinn IMV31r021212Ageagal < 0 U 0 s 0 0 0 0 c4 M 04 04 C4 CD op f r f o 0 0 U.. O pAp O by O N N f 0 o m g o A< g g' 0 0 0 f 0 0 f ;;0; 08 (4 Z§ N O O O N O N O O N N O O` p p p' f O i-.00000 O f f f f f I r N 0 0 0 A O®O r 0 O A pp N ..... O O N t7 f O O A O 0 CONNNNNNeJ IA fO ll A l9 DS f f f f f f f f 000000000 IrI 2.784 -{ 1.361 rl 1 .062-- 1 FLANGE FRAME HEAD #4002A, 6063-T6 .062 1.749 7 2.710 6 FLANGE FRAME JAMB #4004,6083-T6 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4064A,6083HD-T6® .062-••• �- 3.•46 2.1+46 --0 6 H--- 2.784 fi9 FLANGE FRAME SILL (HIGH) #4050A, 8063-T6 Renew meow LJ. J.R. renew F.K. wee ere F.K. 10/07/11 04/01/11 Dew 11/13/•0 W1/06 2.830 II IQ----2.784 O FLANGE FRAME SILL (Low) #4003C, 6063-76 062 2.330 -±-.082 11.490 k -1.451-I T OSASH STOP #4025,6063-T5 Imo- 2.279 1.707 .062 SASH TOP RAIL #4006C, 6063HS-T6 1•-•-1.513y� 1[.040 1-.738 17 SASH STOP COVER #4053, 6063-T5 28 .082 fl 2.326-.1 1.979T (1 or 47 SEALANT ALONG ENTIRE JOINT I.F. FRAME II� II C6or59 SEALANT OR GASKET AT HEAD AND SILL is....VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -.060 i FL 1.098 4---1-T 41 GLAZING BEAD, 5/16" #40398,6063-T5 -�••� 1.165 I-.- t .082 1 348 0, SASH S DE RAIL #4008, 8063-T5 SASH BOTTOM RAIL(LOW) #4007, 6083-T5 -.- 2.326-► I 2.638 .062 �-•- "- rtn J 68 SASH BOTTOM RAIL (HIGH) #4051A,6063 -T5 esteem D NO CHANGES THIS SHEET lo+sten• C NO CHANGES THIS SHEET R".". UPDATE FRAME CORNERrA Y TO INCLUDE LF. raeeaet6: D. J.J. 2/23/07 11070 TECHNOLOGY DRIVE NOKOMIB, FL 34276 ' P.O. ococ1620 NOKOMIS, FL 34274 -.050 878 1.096 SSSS-�-.LL O GLAZING BEAD 7/16" #4222,6063-T5 .050 .678 1.116 1 -I17 45 GLAZING BEAD, 7/16" #9860,8083-T5 (USED W/ GRILL KIT) vr"rbh Baer .050--.,.,., .678 1.088 17 GLAZING BEAD, 5/16" #40448, 6083-T5 (USED W1 GRILL KIT) 883 A50 1.097 GLAZING BEAD. 13/16" IG #4087,606375 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT 814700 17101 w7 • 11 14040.20 Io WELD ALONG SCREW BOSS (2) PRODUCT REVISF,D aF complying with tlw Florida Building Coda Acceptance No., , (` P ode Product Col KA ..11111111/t, \\' LYNN Ml(?F'�.�: r ' •k : 56705 No. �•.a I•l61tum 51ATE OF Wil: SSIONX. A. LYROMILLL14, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS SUBSTRATE: ANCHOR TYPE: --... WINDOW GLASS WIDTH TYPE C,D,E,F,G, H,I,J,K,L 28.603 p 0 U cJ0"i0 1 1 112 111 111 WINDOW HEIGHT 34.603 40.603 48.803 52.603 58.803 TABLE 5. 64.603 78.000 MO Z ZMO Z ZM0 Z�20 2M0 Z^ZMci Z 0 Z Li �ONO'Oc�i`�"OaiONO �Q NO NO`�O NN��No 0 0 0 0 0 0 0-1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 111 112 212 112 212 2[2 212 212 212 212 212 212 212 212 212 212 212 213 212 313 amvay- Deb: J.J. 10/07/11 mew Ise ow J.R. 04/01/11 Rsan arae F.N. 11/13(06 POW BX 5— F.K. 7/29.t$ aawb,r D NO CHANGES TH18 SHEET ar,apn: C NO CHANGES THIS SHEET Anew. REVISEANCHORAOE TABLE AND NOTES. S ADD DP MAX. WHERE ANCHOR OTYIS RESTRICTED BY SIZE. J.1 2/29/07 I 1070 TECHNOLOGY DRIVE NCNOMIG FL 34275 P.O. BOX 1625 NOKOMS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES:11 -1/4" ELCO fAPCONS L - 1/4 eLW 0-54 Ott I t -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2 MAX. FROM TOP CORNERS JAMBS -17 117. MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL 1 SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. 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 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. L1, L2 A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 'RODUCT REVISI3D A complying with 11w Florida 3uflding Code Acccptence No 1 � � 4 • I+ (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 21 3 r. 71 ANCHORAGE SPACING, 1/1 WINDOWS la*"°' ALUM SINGLE HUNG WINDOW, IMPACT vLrrbb sera. srl>oo I NTS l 8 • 11 I DrwM.� 4040-20 I D Miami ' ads Product Contra ABM 1 1 2 1 112 1 1 1 1 111 1 111 1 112 1 1 r2 1 1 112.111 1 1 112 112 1 1 1 12 1 2 1 112 1 212 1 11.2 1 112 1 11.2 1 212 1 212 1 212-2 1 2 2 2 1 212 1 2 2 1 2 2 1 212 1 2 2 1 2 1 212 1 2 2 �! 1 212 1 2 2 1 213 1 1 1 2 22 2 2 2 1 1 1 2 2 212 213 1 1 1 212 2 2 2 3 1 1 2 2 2 2 1 1 212 2 11 2 2.''.-- 3 1 2 3 13 313 1 3 1 1 2 2 2.13. 1 1 212 313 1 1 2 2112 24.000 C,D,E,F,G, H,I,J,K,L 1 112 1 1 2 1 212 1 2 2 2 1 �2 j?� '1 212 1 212 212 2 1 2J2 AB,M 1 1I2 1 11 1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 DI D2 D3 32.000 H,I,J,K,L 112 112 212 213 112 212 2F3 1T2 213 213 212 213 213 2F2 213 515 ziz 43 3r4 312 313 314 313 414 AB,M 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 3 313 212 313 3r4 1 2 1-12 2 2 2 3 '-.21-2- 212.112 213 213 212 2 3 2 3 2 2 3.12 313 31-4 313 414 C,D,E,F,G, 1 1 1 1 1 1 .2]3 2 1 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 2 2-- l l. 1_I 2 p 2 1 2 iii I 2 3 2 2 l l 2 3 I 2 3 f 2 2 I 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 aBM 7114 112 2 3 213 23 2 3 2 2 2 3 2 3 2 31/1© 3 4 2 33 314 313/314115 2 2 1T2 . 2 2m 2 3 3 3 4171 PSF 79 2.--- C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 AA10l,AAI2 A,3AAIZ4A13A5 A6 A8 A9 2 2 2 2 2 40.000 H,I,J,K,L 212 112 212 f2 213 212 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 313 314 415 313 414 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 212 2 3 212 2©2 3 2 2 2©2 3 2 3 2 3 2 4 233 4.3 5 3 3 314 415 313 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 222222213212213232233242333342333314213314315313314415314415 a6M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MISR 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 314 213 314 315 313 314 ,i15 31-4 L1.1! PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 El 2\ 2 3 2 2 2�I -'3 48.000 1-1,1,J,K,L ©©2 2©©2 32 2 213 314 2 3 3 3 3 4 2T3 3 4 3 4 213 31 4 315 3,3 3 4 1 313 .15 41 3 4 515 a6M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ©© ©©© 222133142333342 334 34419314 31531334353 45483455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 22 53.125 H,I,J,K,L ©©2 2 ©©©©2 2 2 3 3 4 2 3 3 4 3 4 G7c1 3 4 3 4 3 3 . 3�.3 414 416 314 415 416 314 516 aBM 2 ©© 2 2 2 2 2 3 2 2 3 2 3 4 �NIN 3 3 4 2 2 3 3 3 4 3 2 3 5 3 3 '2` 3 2 4 4 1415 3f 3 2 415 3 a-16 2 3 ©©©©2 2 31-4 45 amvay- Deb: J.J. 10/07/11 mew Ise ow J.R. 04/01/11 Rsan arae F.N. 11/13(06 POW BX 5— F.K. 7/29.t$ aawb,r D NO CHANGES TH18 SHEET ar,apn: C NO CHANGES THIS SHEET Anew. REVISEANCHORAOE TABLE AND NOTES. S ADD DP MAX. WHERE ANCHOR OTYIS RESTRICTED BY SIZE. J.1 2/29/07 I 1070 TECHNOLOGY DRIVE NCNOMIG FL 34275 P.O. BOX 1625 NOKOMS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES:11 -1/4" ELCO fAPCONS L - 1/4 eLW 0-54 Ott I t -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2 MAX. FROM TOP CORNERS JAMBS -17 117. MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL 1 SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. 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 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. L1, L2 A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 'RODUCT REVISI3D A complying with 11w Florida 3uflding Code Acccptence No 1 � � 4 • I+ (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 21 3 r. 71 ANCHORAGE SPACING, 1/1 WINDOWS la*"°' ALUM SINGLE HUNG WINDOW, IMPACT vLrrbb sera. srl>oo I NTS l 8 • 11 I DrwM.� 4040-20 I D Miami ' ads Product Contra ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT 52.155 59.655 SUBSTRATE: ANCHOR TYPE ---- WINDOW GLASS WIDTH TYPE 29.655 37.155 44.655 O 0 0 ❑ Z Z 0 0 Z ZMO Z ZM❑ Z C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 1 1 1 111 111 212 21 1 212 21 2 21 1 212 21 2 2 Z M 01Q0 0 N la TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO YAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 67.155 74.655 76.000 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2 MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" 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 SHOWN IN BOLD. OTHERWISE, THE 0 0 ❑ 0 0 O U U ❑ 0 0 Z ZMO Z ZMO Z Z M O Z Z U' 8-r8-8 ONO'-Or.iON8-8'V�NO �O 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 212 212 212 212 212 3 r 212 312 312 212 312 24.000 32.000 ABM PSF C, D, E, F, G, H,I,J,K,L 1 1 1 79 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 all 2 2 1 1 1 2 2 1 1 2 2 1 2 2 1 2 2 1 211 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 1 3 2.312 1 212 1 312 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 3 2 3 r2 1 2 2 1 3 2 1 1 3 2 2 2 1 1 3 2 312 1 212 1 312 0 1 A,B,M P8F C, D, E, F, O, H,I,J,K,L 1 1 1 1III 1 111 77 1 1 2 2 1 242 1 1 1 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 2 1 2 2 1 1 2 2 1 313 1 2 2 2 313 1 2 2 1 312 1 3 2 1 -3-f3 1 3 2genn 1 1 1 1 3 2 1 1 2 2 1 312 1 1 3 2 312 1 2T2 1 312 1 68 1 1 1 3 4-3 1 3x4-3 1 1 1 1 1 212 212 213 212 212 313 212 313 2-1241 313 413 ABM 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 --1T-1 111 1 1 2T2 212 212 213 2-12 212 313 212 313 313 312 313 313 212 313 4]3 312 413 413 312 413 37.000 PSF C,D,E,F,G, H,I,J,K,L 59 1 1 67 1 79 2 1 212 1 2122x3 2 1 212 2_ 213 2 3T8 1 212 2. 313 2 313 1 313 2 4T3 2 -31-2 1 3(2 2 2 1 -4-1-3- 312 2 1 2 2 -4-r2 --41-4- 2 2 _1 3r 1 2 -41-3 2 111 11-1 1 1 ii 3 3 A,B,M 1 1 1 1 11111 1 1 222122122T3212213 1 2 1 2 2_ .3J32T23133133134- 1 _2 2 1 2 2 3-13323J3433124-13443213 1 2 40.000 PSF C,D,E,F,G, H,I,J,K,L 54 2 79 2 62 2 79 2 2 2 2 2-213 2 2 212 2 3T3 2 313 2 2 2 2 i -2 2 413 2 3-1343 2 2 -31-2- 2 3-T3 2 4-171 2 3 3 2 2 4 3 414 2 -3T-3- 2 5 3 2 4 3 111 111 111 212 212 ABM 2 2 2 2 2 2 79 2 2 2 2 212 2 '2 2 2T2 79 2 2 213 2 2 2T2 2 2_1 2 2 313 2 313 2 313 2 314 2 212 2 2[3 2 313 2 313 2 413 2 41-4 2 333 2 313 _2 433 2 4 3 2 31-3 2 4-14 2 333 2 3113 2 413 2 41 3 2 4174 2 4 4 2 212-44 2 3]3 2 2 4 4 2 2 iii 414 2 333 2 31 3 2 513 2 5-1 4 111 49 2 1 1 111 79 2 �� 111 56 2 44.000 PSF C,D,E,F,G, H,I,J,K,L 212 313 ABM 2 1 1 1 1 1 1 2 2 2 2 2T2 2 2 2 212 2 2 1-3 3T4 2 233 2 2 313 4F4 2 31-3 2 443 2 2 2 41 3 2 414 2 31 3 2 2 41 3 414 2 312 2 514 212 3T3 41 4 313 48.000 PSF C,D,E,F,G, H, I, J, K, L 45 2 74 2 51 2 74 2 2 212 79 2 2 2 79 2 3 3 2 212 2 313 2 313 2 314 2 2 3-13 2 3T 3 2 313 2 313 3 414 3 414 2 313 2 913 2 414 2 414 2 4f4 2 414 2 313 2 313 2 414 2 414 3 414 3 414 2 413 2 45 2 3 514 414 2 413 2_ 614 111 111 111 212 ABM 2 2 2 2 2 212 2 2 2 2 3 51 4 414 2 -4-F3 2 834 111 111 111 212 212 313 212 314 53.125 PSF C,D,E,F,G, 11,1,J,K,L 41 2 67 2 46 2 67 2 2 76 2 79 3 3 3 2 313 2 333 3 414 2 3 414 3 4 4 3 414 3 4 4 2 31-3 2 3 3 3 444 3 4 4 3 414 3 4 4 2 313 2 3 3 3 414 2 4 4 3 515 3 5 4 2 413 2 4 3 3 3 514 535 3 3 5 4 5 4 2 43 2 4 3 3 514 3 5 4 111 111 111 212 212 212 333 ABM 2 2 2 2 2 2 3 2 2 3 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 MN*, J.J. We Amar 10107/11 D NO CHANGES N08 SHEET llarfy9NOSP HOR CITY 18 RESTRICTED 8Y SIZE. +QE T E��yppnro�q OP MAX INHEREANCilORQ7YlS R88TRICTED BY SIZE. ctie 22&87 1 1070 TECHNO OW DRIVE NOKOAgg, n.34275 PA. epll MO NOKOMI8, FL 34274 e..pbr SPACING, S SINGLE HUNG WIN s NTS 9 • 11 J.R. °" F.K awnere F.K. R.,re. a 04/01/11 C 11/1310 B OaW aiereMer 7/2906 J.,L ANCHORAGE ALUM. Visibly Better1 r.rwe,er SHTOD MAXIMUM DESIGN II PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD _ 2 JAMB ABOVE 232 MTG. RAIL JAMB BELOW MTG. RAIL TANDARD VIEW DOW{ IMPACT IasanN.4040-20 RODUCT REVISED complying wiII the Florida ilding Coda tame No l (' 1 " Jo h • M0 imd a Pmdna Contra ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBSILCUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.126 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: ---p 0 0 o 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G� WINDOW ASSON?"-O�NO,_O�(3'i O�l3c ON3`,O Oc,I3NO— eJNO�pnI$N OQO_O WIDTH TYPE 1555[ VV0 0 0 0 3 0 U 3 0 0 zi 0 0 19.125 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 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 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 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 D,E,F,J, K,L D,E,F,J, 1 K,L D,E,F,J, 1 K,L 1 PSF 37.000 D,E,F,J,I 1 K,L 1 PSFI 40.000 D,E,F,J,I 2 K,L 1 PSFI 79 32.000 79 1 1 2 1 2 2 1 1 2 2 2 3 79 79 79 2 2 2 2 2 2 1 1 2 2 2 3 76 79 77 79 44.000 D,E,F,J,I 2 I 2 2 K,L I 1 I 1 1 PSFI 78 1 79 1 70 48.000 D,E,F,J.I 2 I 2 2 K,L 1 1 1 PSFI 71 1 78 1 63 53.125 D,E,F,J, 2 2 2 K,L 1 1 1 1 2 2 I 1 2 3 3 3 79 2 2 2 12 3 3 4 3 79 2 2 2 I 2 2 2 2 2 2 1 2 I 3 3 3 4 79 79 1 71 179 73 2 22 2 2 2 3 2 2 2 I 2 3 3 3 4 4 71 79 64 1 74 1 1 66 77 2 2 2 3 2 2 3 2 2 Z 2 3 3 3 4 4 3 1 3 3 4 1 3 1 4 4 2 2 4 4 79 2 2 2 4 42 76 2 2 4 5 69 3 3 1 2 2 3 I 5 2 I 2 4 I 5 2 13 4 5 2 I 2 I 2 4 1 3 I 5 2 2 I4 3 3 I 2 5 I 4 I1I2 4 5 2 4 14 15 2 5 2 3 6 5 69 3 3 8 6 2 12 1 4 5 2 I 2 4 I 6 151 2 5 2 5 14 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 6. FOR BELOW. 2 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 5 / WINDOWS ARE 12 5/8" MIN. TO 38" MAX. iTABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 2 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: A. SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS B SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL 2 5 3 2 4 2 2 2 5 6 2 3 5 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE_ __\ 12.776 15.776 18.776(Z� i]21.771' QQ'4.7776 (ZJ (Q�27.7778 (ZJ 30.7778 ANCHOR TYPE -1 (� WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 ,,— tie tee; J.J. 10107/11 J.R. 04.01/11 PM FIC 11/13/06 eiw,ner R.* F.K. 7/29105 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 79 2 1 1 1 2 2 74 2 1 2 1 2 2 68 2 1 2 12 2 63 2 2 1 2 2 73 58 2 2 12 2 31.106 (FULL DP) HEAD JAMB ABOVE 2 2 2 2 2 MTG. RAIL 2 2 3 2 2 2 3 4 2 3 2 1 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 MAX PSF 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 (DP LIMITED) 78 JAMB BELOW 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 MTG. RAIL 72 78 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 (FULL DP) 66 72 JAMB BELOW 2 2 3 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 MTG. RAIL 112 2 2 2 4 TABLE 8. KEY: Nolelenic D NO CHANGES THIS SHEET /gWe"r: 1070 TECHNOLOGY DRIVE C I/O CH4NNGEE87FB8pSHEET AM NOKOMIS, FL 34278 , �I14X VRERE TAN HOR QIS SRE.STRICTED BY SIZE. anew ey Bile J.J. 2/29107 P.O. BOX 1822 NOKOMIS. FL 34274 T Visibly Better ANCHORAGE SPACING, CUSTOM VIEW re" ALUM. SINGLE HUNG WINDOW, IMPACT t.+wrwt SH700 I ._ NTS 110 d 11 4040-20 112 2 2 ID Roma withthe "'moms a mm01Yl0S leadinScoae , - 1O1 terse !ZO/4 ^-":R Co¢uoI ALL HEAD AND SILL DETAIL ) EXTERIOR INTERIOR CONCRETE ANCHOR 335 KSI MIN. CONCRETE i -(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 13/4" MIN., 1/4" CRETE -FLEX 1/4"� MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B_ TYPICAL FLANGED HEAD ANCHORAGE Raw ms.O.S J.J. 70/07/11 Rm.): o... J.R. 0401/11 _WOW pee FK 11/1 3 6 tx.r,Ns. or: F.K 4/1,05 1 3/8" MIN. ® 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) LL 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 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 #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED 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) 2x WOOD BUCK (SEE NOTE 4)® .131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. 1/4" MAX. SHIM �iJ I IV —WOOD FRAME IIIIU)I)�11111111 1/4" MAX. SHIM DETAIL F„ (HEAD) xrrw: 0 NO CHANGES 7}98 SHEET C NO CHANGES 7H18 SHEET ^ ' IADD INTEGRAL FIN ANCHORAGE UPDATE 11 REORDER NOTES. J.J. 2/23/07 I 8 ADD NOTES 7. .! 7.:..4:31 q..1: a•...fa,I !.II Geebe dk INTERIOR (ALL JAMB DETAILS) EXTERIOR -WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY DRIVE p NOKOMIS. FL 84278 P.O. BOX 1520 NOKOMIS, FL 34274 o"n1++e 1/4" MAX. SHIM T —WOOD FRAME TANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better ama Orrali•Na 21700 I NTS 1� 11 a 11 4040-20 PRODUCT REVISED as complying with dm Honda Building Codo Acuptenee No Exp ' ' oto Miami n , . Pr, , t Contra MIAMI DAD IQ119►I REPARTMENT 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 (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 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. Toll Brothers Lot # 59/D PGCC Openings: K, J1, J2, J3, J4, M, G1, G2, G3, F 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.miumidade.tgovinera/ MIAMI RADE 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 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. 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 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. I. 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 PGT 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, dated 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. E-2 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 NQTCS: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE PROM EITHER 1ABLFS ON SHEET 2 (DEPENDING ON YOUR GI ASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUAI EY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGIT 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02, 3 -SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-07, 3 -SECOND GUST. 3. ANCHORAGE: THE 33-1/3%" STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT'S OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER aProi112FMFNT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 0-90 CONCRE1E MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE -FLEX), ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION, 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. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NO1 FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE ANO FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44-- 1/4" VISIBLE UGHT 6" - MAX. ' I -r►B I"' ....�I A - I L 12-7/8" MAX. 12-7/8" MAX. O.C. A 92-1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE -- WIDTH h- —' WIDTH 1-- T/ T' IM r = x L 1__ And By Dol.: 'Willow J.J. 10/18/11 0 2010 FBC UPDATE Rona By vet I.K.A.n.: CUMPLEr RLUNAW A�N��U�1 Nt049 J.R. 3/31/10 C INFORM4T0N FOR LflGER WIN R.+ed ny G: R. : C00. N E 2 TQ FYEF. ASTM F.K. 4/4/07 B ANCHORAGE NOTE 3. Dmwn n.a«1: chem.. ®ben: F.K.. A14,63 P. FLANGED FRAME ELEVATIO _TESTED UNIT) 4S-1/4" VISIBLE LIGHT 5" MAX. 0 C. 2" MAX. -+ I 1 d 98 /4" FIN TO F114 5" MAX. O.C. 96" T �I 2" MAX. C 93-1/4" VISIBLE LICHT 0 48" '----�' 50 1/4" FIN TO FIN NOA DRAWING TepJ. LCONTTNj1 GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN . 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED .4 CORNER ASSY, FLANGED4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 11-- WIDTH —+iI•..— WIDTH 1?--- WIDTH —�-IT 1 F WIDTH --1 Ft WIDTH T U I ION Il/ IIV(.LlllJ -02 AND REVISE 1 WIDTH ---•-i WIDTH -�•{ r1 / I T 1— WIDTH TECHNOLOGY DRIVE N.� VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 LTJ rou.R ELEVATIONS AND NOTES ALUMINUMIDICT RE WINDOW, IMPACT SM.e/k.del: M.NL . k PW -701 I NTS 1 d 8 1"""4259-1 I PRODUCT REVISED a, complying Wilk Ma Medi Budding We Acccptenoc No I5cpW joaAM0e '0"; LYNN 4, 7/74i * 140 58705 -a'',� hof] -9 [f •rte; • STA 777L nIPI( MAYi4 E, P.E.IT 58705 2 O m ! z O o 0 m $ 8 1 7/161 LAMI GLAZING DETAIL LANCED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1, 0 0 0 O H S m _ f 0 0 2 0 0 0q000 $ 3 3 3 — i H H S� 3 3 Z op O m Nm O O A'n L H h r• : A/ n m g �i 3 H 8 1.. h n r n n as _'" $ H 8 8• 10 0 8 m £� H 8 H S H H H H 0 Ti 5 E L m N o O o 09 0 o o 3{ m O o 0 0 0 0 o O 0 0 SSS ' m g o n n a ,. a �� H H$ H H$ H 0 0 0 0 0 0 0 0 h t9 f 0 ,c 0 0 0 0 O 0 0 0 0 O 0. O mw • H$S8HH88�t.Qro• 2M '`RgHH8HHH88H82 C m O m 2 p0000000000000p ±a 0000000000000 p S H m H S O H O H H H H H H = �` H H H m "woo H O H H H r 3 06.900090000000 a NI$22228853253222 N$HHSd2HH$2HSBH �p • q p p • g �p m m t i`p ! gtsgsgf4Fq LL u. (u) uonuwtra ..v. Jo.8. " �i NO uonuura .v. n .9. INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/8") X 2-1/2" NAIL, WITHIN 2" OF CORNERS AND 5" 0. _ .375" MIN. EDGE DISTANCE 2X WOOD BUCK OR FRAMING 1 f .131" (1/8") X 2-1/2" NAIL, _ .375" MIN. WITHIN 2" Of -- EDGE DISTANCE CORNERS AND 5" O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 10 y INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1_. 1 3/8" MIN. EMBEDMENT '=T " Mom1 C SEE 1 SHEET 6 `OR FRAMINGUCK VERTICAL SECTION D -D 1/4" MAX SHIM 1/4" MAX. SHIM INTERIOR 1/4" MAX. SKIM -«-I SEE ANCIIOR I GUIDELINES, SHEET 2X WOOD BUCK OR FRAMING 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Rr.d By B310: 1W.4n.: J.J. 10/18/11 D K«.. . B,• BO3T.•/31/10 C Rs.44n.: J.R. Bro. By Dec Revisions. IN MPP I ION FORWLARCE NLU0.1;ANIAII0N I0 "'"LI . 70 TECHNOLOGY DRIVE NNDDOOwWS J N. VENICE. El 34275 NO CHANGE THIS SHEET o1own By BMs: Clwokb rote.. F.K. 7/14/7.9 P.O. BOX 1529 1 NOKOMIS, 11 34274 80K0 17 ON 21 10 MAX. VISIBLE LIGH1 OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C EXTERIOR MITERED FRAME WITII INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY INSTALLATION, FINNED FRAME 1114: ALUMINUM PICTURE WINDOW, IMPACT 604./.441 400l., ,..1 : U'0Mni No. PFK7O1 I NTS 1 613 M 8 I 4259-4 IR : 1 • 3/8" MIN EMBEDMENT PRODUCT Rr VISU) as complying W11111110 Florida Building Cook A _ T I i0 • fi Acceptance No O nYltT II. 4 ,111111,,. \\N\\ LYNN tij 177j/i �� .• 1\,\CENSE. .•CSP * No.58705 l.Z. li �= �1")�•, STATED A.' ON - P E. P.E.I 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR LGUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SIIEET 7 r MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING MIN. CONCRETE KSI PFR ANCIIOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU • --1X WOOD BUCK 1/4" MAX. SIIIM 18 DRO 17 ft 21 111.01123 SEE ANCHOR GUIDELINES, SHEET 6 © SH M MAX. SEE ANCHOR GUIDELINES, SHEET 6 J 2X W00D BUCK OR FRAMING VERTICAL SECTION B—B SEE ANCHOR GUIDELINES, SHEET 7 1X W000 BUCK - — 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR TYPE, -- SEE SIIEET 7 OR 1.5 K51 MIN. CMU 1 2 MLEIrr V m1B oP® n OR OLE ANCHOR GUIDELINES, —.- SHEET SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL_ SECTION A—A rct EXTERIOR MITERED FRAME WITH INTERIOR — AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 12 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 Tk.wd 0)1 Dal.: R.vi0an.: J.J. 10/18/11 0 NO CHANGE THIS SIIEET R.v.d eY Dal.: 0..4000.. LUMP Ic 1(G RRW /Wu IrtUlrWWI AIlUIV 40 INET ilm 1070 TECHNOLOGY ?AVE J.R. 3/31/10 C INFORMAL"ION FOR (ARGER WINDO N. VENICE, FL 34275 Rev. 97 Oab: Ravl0.0.: Dawn BY We: Gnxk.d 1 y0.1.F.K. 7/14/03 1 P.O. BOX 1529 NOKOMIS, EL 34274 2% W000 BUCK OR FRAMING SEC ANCHOR GUIDELINES, SHEET 6 PRODUCT RBVISGD as oomplying o.0U ter. Florida Building CodcI V —1111. Acceptancee No _ MIeoL Dido Produce Comrol .111111111. VGENSF ''•F'P ' Q •�� INSTALLATION, FLANGED FRAME ` STA E,F<oR1DP.• No. 58705 nu.: ALUMINUM PICTURE WINDOW,° IMPACT ''S;SLONA b? ' ' IPW -701 I NTS 14 a 8 ): IDrovolow 4259-4 I 0 P.E./T 58705 MISC INSTALLATION DFTAILS FIN FRAME WITH SEE ANCHOR GUIDELINES, SHEET 6 FIN REMOVED —1 1 FIN REMOVED INTERIOR 1/4" FIN ENAME WITH 1 3/8" MIN. EMBEDMENT MAX. -_"'-- III SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF-DRILI.ING� SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. #12 STEEL — SELF -DRILLING SMS (05) SEE ANCHOR GUIDELINES, • SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, I SEE SHEET 7 ON 1.5 KSI MIN. CMU SEL ANCHOR GUIDELINES, SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. SHIM 1 FIN FRAME WITH FIN REMOVED SEE ANCHOR • GUIDELINES, SHEET 7 EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP EXIERIOR DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063-T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) MAX 1/8" NOM. MIN SHIM 1-3/8" MIN. EMBEDMENT EXCLUDING POINT #12 STEEL SELF -DRILLING — SMS (G5) EXIEIi46 METAL FRAMING A36 STEEL: Fy-36 KSI MIN. .125" MIN. WALL THICKNESS USE SAME ANCHOR QUANTITY. SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE SEE ANCIIOR GUIDE) ME 5, SHEET 7 INTERIOR • 1/4" MAX SHIM 7-1 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU _EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY — 1/4" MAX. SHIM 2X WOOD BACKER EXTERIOR FULL-LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL Sar -DRILLING --61 SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS 1112 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD/WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LIS IED ON SHEETS 6 AND 7 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1-1/2" 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLO 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. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSIEM. Rwae By. Dal*: Mvlabnl: J.J. 10.18/11 0 NO CHANGE THIS SHEET MN. «y: . 551v41,...! GOMPLL IL KLLWAW AK) KLUKGANILAI1UN 10 INGLUUL u v•J TECHNOLOGY DRIV J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. I N. VENICE, FL 34275 7/14/03 Kavw by. odic R.voona: FX.I +II P.O. BOX 1529 ,...5^eabalc cr,acw 0813.4:I NOKOMIS, FL 34274 SEE ANCIIOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 I1.'TFF3E0R 1/4" MAX. SHIM MIN. CONCREIE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KS) MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SKIM EXTERIOR STEEL STUD Fy=33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.') STEEL STUD SUBSTRATE D.a�Koraa: INSTALLATION, FINNED FRAME 1 ALUMINUM PICTURE WINDOW IMPACT '75.41/':;;;"sc Corwin, Na 175 1 w7o1/I Nw:TS 5« 8 1 4259-4 PRODUCT REVISED at complying wills Tho Florida Building No I 1-1 .15 1110 • 51110 r` ISA 5 dirn Mi a Product Control 1.111111111l\. "BONN LYNN 4114 /,, •ks?".••..CEN SF '•'P `t:' ..*moi * : No. 58708 ;'O a 0 1 !I : uI; ' 1 STATE 8 : 2�: �'• ' ''• .1.0R%01'..• I. &Ns �isnSl ON!Ille� P,E. P.E.I 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor W or "8" O'mansion (In) Type N 24 30 36 42 48 54 sS 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 67.876 Anchor Location' Jamb 38 Head/Sill Jamb 48 Head/Sill 80 Jamb Head/SIII Jamb 67.875 Head/Sill Jamb 72 Head/Sill Jamb 76.8 Head/Sill Jamb Head/Sll Jamb 86.3 Head/Sill Jamb 96 Head/Sill Jamb 109.7 HeadISil 120 Jamb Head/Sill 128 Jamb Head/S111 Jamb 145 Head/S11 3 3 4 3 4 2 2 2 2 3 4 4 6 4 5 2 2 2 2 3 5 5 6 5 6 2 2 2 2 3 6 6 7 6 7 2 2 2 2 3 6 6 8 6 7 2 2 2 2 3 7 7 8 7 8 2 2 2 2 3 7 7 9 7 8 2 2 2 2 3 7 7 9 7 8 2 2 2 2 3 8 8 10 8 9 2 2 2 2 3 9 9 12 9 10 2 2 2 2 3 10 10 13 10 11 2 2 2 2 3 11 11 13 11 12 2 2 2 2 3 12 12 15 12 13 2 2 2 2 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 3 3 3 4 3 4 3 6 4 5 4 5 5 5 5 6 6 8 5 6 6 8 6 7 6 7 6 4 5 4 5 5 5 5 5 5 6 5 5 5 8 5 5 5 6 5 5 5 6 6 5 5 6 5 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 6 6 6 7 6 7 7 5 7 5 6 5 8 6 8 8 6 8 7 8 6 6 7 8 7 8 7 6 7 6 7 6 7 6 7 6 3 3 3 4 3 4 3 5 4 5 4 6 5 6 5 8 6 7 8 7 8 7 6 8 7 8 7 6 7 8 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 3 3 3 4 3 4 3 6 4 5 4 6 6 6 5 8 8 7 6 7 8 7 6 8 7 8 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 3 3 3 4 3 4 3 5 4 5 4 5 6 6 5 8 8 7 6 7 6 7 6 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 3 3 3 4 3 4 3 5 4 5 4 5 6 6 6 6 6 7 6 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 3 3 3 4 3 4 3 5 4 5 4 5 6 8 5 6 8 7 6 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 9 12 9 10 10 12 10 10 10 12 10 3 3 3 4 3 4 3 5 4 5 4 10 13 10 11 11 13 11 3 3 3 4 3 4 3 11 13 11 12 12 13 11 3 3 3 4 3 4 3 12 15 12 3 3 3 • Width and Height dimensions may be reversed to locate anchor quantities on the table. Ifso, the Head/Sill and lamb 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 32FTr. 2. FOR SIZES NOT SHOWN, ROUND .IIP TO 1HE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH 1HF OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIrFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THF SUBSTRATE. Read By. Dol.. R.v7.bne J.J. 10.18/11 D NO CHANGE THIS SHEET 0"10R.,1: 0 ,/: is Rw Ion.• Lt� lLc It NLytaw AIVV RLVKbdlIW A.I KIN It, IlV1.LUUr. J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. Ronan By4 Dei Rwieon.: F.K. 4/4/07 B NEW SHEET CMc.•d 11eab: Drawn ai bra. F.K. 7/14/03 TECHNOLOGY DRNE N. VENICE, FL 34275 P O. BOX 1529 NOKOMIS, FL 34274 DIM. Anchor Min. Min. Type Anchor Description Substrate Edge Embed - Distance meed 112, Steel screw (G5) S. Pine 0.884" 1,375' 1 412, Steel screw (G5) SII. Stud, Gr 33 0.324" .048"/18Ga 412, Steel screw (G5) Alum. 6063-78 0.324" 0.125" 112, Steel screw (G5) A36 Steel 0.324" 0.125" 114, Steel screw (G5) S. Pine 0.964" 1.375" 2 414, Steel screw (G5) Stl. Stud, Gr 33 0.381" .0.48118131 414, Steel screw (135) Alum. 8063-16 0.381" 0.125" 414, Steel screw (G5) A36 Steel 0.381" 0.125" 3 1/4" Steel Ulracon S. Pine 1' 1.375" 1/4" 410 SS CreteFlex S. Pine 1' 1.375" 4 5/15' Steel Ulmcon S. Pine 1.26" 1.375" "A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r-- "B" DIM. -� „A" 01M. "B" DIM. 0.004.0.0: ANCHORAGE, WOOD SUBSTRATE nuc ALUMINUM'IC IRE WINDOW, IMPACT s.4..7N.4.l: lc"" w.. vw•7o1 I NTS 6 ✓ 8 I 4259-4 PRODUCT REVISED as complying with the Florida Budding Code �_ Acceptance No _ ■lo hiesDadeDade Product Control M GI G2 G3 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Anchor "A" a "E" )mansion (In) Type \ 24 30 36 42 48 64 60 " 67.875 4 6 6 7 5 6 7 5 6 7 5 6 7 5 8 7 5 6 7 6 6 7 5 6 7 \�-Anchor Location` Jamb Head/SIII Jamb 48 Head/SNI Jamb Head/Sill Jamb Head/Sill Jamb Head/Sill Jamb Head/Sill Jamb Head/S81 Jamb HeadISNI Jamb Head/SIII Jamb Head/SNI Jamb Head/SIN Jamb Head/SNI Jamb Head/SIII 1 i5 36 e0 67.875 72 76.8 84 is 86.3 'rm 9e 109.7 120 128 145 4 3 3 4 4 S- , 2 2 3 3 3 �ti\ 4 4 5 5 4 3 3 6 JI, J2 J3,.14 2 2 3 3 3 7 6 6 7 8 6 2 2 2 3 3 3 8 6 8 7 8 2 2 3 3 3 8 7 8 7 7 2 2 3 3 3 2 2 2 3 9 2 9 2 10 2 12 2 13 2 13 2 15 2 6 2 7 2 7 2 7 2 8 2 9 2 10 2 11 2 12 2 2 7 2 8 2 9 9 3 9 3 10 3 12 2 3 10 13 2 3 11 13 2 3 12 15 2 3 8 3 8 3 9 3 7 3 7 3 8 3 10 9 3 3 11 10 3 3 12 11 3 3 13 12 3 3 4 4 3 4 4 3 5 5 4 4 4 3 I6 6 6 4 4 3 7 7 6 4 4 3 8 7 6 4 4 3 8 8 7 4 4 3 9 8 7 4 4 3 9 8 7 4 4 3 10 9 8 4 4 3 12 10 4 4 13 11 4 4 13 12 4 4 4 5 8 5 7 6 8 5 8 6 8 5 9 5 9 5 10 6 4 5 5 6 6 5 7 5 7 5 8 5 8 6 8 6 9 6 3 4 5 4 6 4 7 4 7 4 8 4 8 4 8 4 9 4 9 12 10 10 3 5 10 3 11 3 5 4 4 4 3 4 4 3 4 4 3 5 6 4 8 6 5 6 6 5 8 5 5 6 5 5 8 5 5 6 5 5 7 6 6 7 8 6 7 6 6 7 6 8 7 6 6 8 5 6 7 6 8 7 8 6 8 7 7 8 7 7 8 7 7 e 61Je e 7 e e 9 7 7 '9" 7 7 9 8 7 6 5 6 8 9 5 8 8 8 5 P 8 6 7 6 6 7 8 9 8 9 5 7 8 F 10 8 8 10 8 8 6 6 6 7 8 5 10 8 8 10 8 8 8 5 6 7 6 8 11 9 9 8 6 5 4 4 7 7 8 5 8 7 7 6 8 7 8 8 8 8 . 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 CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 37FTa. 2. FOR SIZES NOT SHOWN, ROUND 1Z TO THE NEXT AVAII ABI E WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND I (EIGHT (DIMENSIONS "A" AND "B") MAY BF REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MUI.TIPI F TABLE COLUMNS TO MATCH 1HE SUBSTRATE. Il.wa W oa.: R...n,..: J.J. r0. 18/11 0 /10 CHANCE THIS SHEET Xmc,71/18/1 q X" c 4 (.'VMYLG IG KGUKAW ANLL AcG �VKKtcnNIL/ II UN IV IN�LUUt J.R. ) 3%31/10 C INFORMATION FOR URGER N7NOWS. M". q� V4/ X.Nian.: F.K. I ,t.: L. c NEW SHEET Morn nal.: "INC..tl lost.: F.K. 7/14/73 11 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. 800 1529 NOKOMIS. FL 34274 3 6 5 7 6 7 7 7 DIM L Anchor Type 5 1/4" Steel URracon 1/4" Steel Ultrecon 6 1/4" 410 SS CreteFlex 1/4" 410 SS CreteFiex 7 5/18" Steel Uhracon 5118" Steel UNracon Anchor Description Min. Substrate Edge Distance Hollow Block 1' 2.7k Concrete 1" Hollow Block 1" 3.35k Concrete 1" Hollow Block 1.563' 3.6k Concrete 1.25" A k B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. h"--- "B" DIM. -� DIM. "B" DIM ANCHORAGE, MASONRY SUBSTRATE ALMUoMdINUMp1R URE WINDOW XIMPACT svw.70r IsNTS 4, 8 ID" -4259-4 140: D Min. Embed- ment 1.25" 1.376" 1.25" 1" 1.25" 1 PRODUCTREVISED m complying with thy Florid. Building Code Acceptance No I • Exit i 'SSIONAL E?`'� P.E. P.E./ 58705 2.500" 2.764"__—_- -�-(+ .094" .062" 1.875" .077" 1.125" l_. INTEGRAL FIN FRAME 6 MAT'L: 6063-15 DWG NO. 4256A .500" .062" - .062" H1 , - -- 2.784" FLANGED FRAME O MAIL: 6063—T5 DWG NO. 4253 R.vN by Dote. Revisions J.J. 10/18/11 0 nava "y Dote Revisions: J.R. 3/31/10 C "Ova by Dols: R.v),Ions: Drs"n 9y,Dat.: ("wow, F.K. 7/14/09 .094" —LOX .050" -1 r- ]] 16" I AMI GLASS B.AD 10 MAT'(.: 6063—T5 DWG NO. 4255 970" i .975" 1 ITEM I1 NO CHANCE THISSHEET witR'iSoi`EHHLAryCERvragiA s run rV ,rvt,YuuL Dote 346" HI f•+ .9'/5" .050" —+•1 ♦•— �� 1 1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063—T5 DWG NO. 42.54 DWG # PART # DESCRIPTION 4256A 64256 Integral fin frame head, sill & Jamb 2 4253 84253 Flanged frame head, sill & jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee -Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1-1/16 laml I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 IDow Coming 899 glazing sealant or equivalent 15 IDow Corning 995 silicone structural sealant, black 7/16" Iami glass: 3/16" annealed - .090 DuPont Butacite or 17 Safiex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1-1/16" laml 1.0. glass: 3/16" heat strengthened outboard - 18 7/16" airspace - 3/18" annealed - .090 DuPont Butacite or Safiex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 I 4282 64262 (Architectural corner key 7116" laml glass: 3/16" heat strengthened - .090 DuPont 21 Butacite or Safiex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1-1/16" laml I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont 22 Butacite or Saltex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened ,7 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 808 1529 ' NOKOMIS, FL 34274 t— .974" —.�{ .047 --t INSTALL. FASTENER COVER 19 MAT'L: 6063--T5 DWG NO. 4224 D qn-,: EXTRUSION PROFILES & PARTS LIST ALUMINUMyPICTURE WINDOW, IMPACT I" D PW -T01 I NTS 18 =, 8 I 4259-4 PRODUCT REVISED as complying web the EtoridD A°gip;,, No II IO.SExpi * No.58705 �•. STATE • xsrEOR A IDP,•'`C��: . S/ONAL s \ / 44. I61114r 51'.E P.E./ 58705 2'= M IAM MADE wojdu DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includine the Hieh Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. 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 scaled 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. Toll Brothers Inc. Lot # 59/D PGCC Openings: 1, 2 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.miamidade.gov/oera/ MIAMI RADE 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 sealed 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 PBC -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 their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ng on 05/26/16. 4 E-1 Perez, P.E. Product ' nt 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 - OPENING WIDTH FOR VERTICAL MULL —" MULLIONS SEEOETALS A-D.G,H; SHEETS 24 )( %/ SEE DETAILS / / A THRU SHEETS 2-3 VERT -.— MLA_ .—ML-L LENGTH ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; /SHEETS 2-3 ` — OPE DING HEIGHT FOR HORIZ )NTAL SEE DETAIL E, - MILL SHEET 3 / III 1 1 /SEE DETAILS A-D,G.H; SHEETS 2.3 HORIZONTAL MULL -- LENGTH J HORIZONTAL MIA. -- LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LENGTH MULL OPENING WIDTH-- OPENING MULL HE HT LENGTH Q SINGLE MULLION SINGLE MULLON SEE CORRESPONDING DETAILS \. FROM FIGURE 1 ABOVE OPENING HEIGHT \ - FOR HORIZ MULL FENESTRATION PROOUCTB MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. I- HORIZ. MULL LENGTH --1 aOPENING 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. GENERAL. NOTES 1 INSTRUCTIONS .............. 1 ELEVATIONS 1 MIAI TO 2X WOOD.... ..... 2 MULL TO 1X d MASONRY 2 INSTALLATION NOTES 2 MULL TO STEEL STUD 3 MULL TO MULL 3 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ANCHOR SPECS 3 ALY MULL INSTALLATION. - NS CLIPS IO .. ... 4 DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL NSTAILATKXI4 IN THIS ANCHOR EVALUATION. THE 1 6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X .126 MULL SPECS6 � 1 X .378 MULL SPECS..... 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 13 BEYOND THE SCOPE OF THESE 1 x 2.76 X .376 MULL SPECS._ 7 1 X 2.76 X.68 MULL SPECS 8 INSTRUCTIONS. 8 1 X 3.128 X ZOO MULL SPECS 9 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X .376 MULL SPECS.. _11 1X4X.168 M1LL .265 MULL ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER 1.26 %3.188 X .286 MULL SPEC812 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 2 X 4 X .26 MULL SPECS13 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 8 X .26 MULL SPECS 14 1.28 X 2.11 X.126 MULL SPECS16 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 48"%9.28 BAY MULL SPECS 30'PECS 17 " X 3.28 BAY MULL SPECS.. 116 MULLION & CUP DIMENSIONS 18-20 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST EXAMPLES 1 & 2....._ ................_21 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLES 22 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; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & 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. 1 MULL LENGTH H INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSJFT') FOR THE OPENING USING TI -E 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 LL3S/F1'ti FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPINING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY () BS/FPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 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 REOIIIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY JLB$1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP Pi \TTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACLITY (LBNFPl OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRLDUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED ee complying with Ilse Plodd8 Bulldiilg Code Accept. No . F: ' � / E relloRDery►.1`L(1V01(a / �Ir BrJ .,� Product DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD EMBEDMENT MULLION MULLION SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .250' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-106 FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-106 EDGE/END DISTANCE SEE TABLES 118,108 SIDE VIEW JNSTALLATION NOTES: 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, DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT 8Y OTHERS, SEE NOTE 1, SHEET 1. TYP ANCHOR PER SUBSTRATE, SEE SEE TABLES 18-100 CONCRETE OR C1A0 EDGE DISTANCE FCR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR — MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES18-100 MBE6MENT' • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW [BUCKAND STRIP TTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1, • EDGE DISTANCE, SEE SEE TABLES 18-108 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. CT-RESISTANT ALUMINUM TUBE MULLIONS PRODUCT REVISBD es complying with the Plod& Building Code Acceptance No F.. ,ion Dude MIDade Product ,0010(1111 1/,1 \ "#' 'INN q�'./, A�..•* GENS(; • *: NO.58705 -o ,.p ST TEOF ///SS/ONAV• A. LYIJNI igl)L`LkR, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE - STANDARD OR OFFSET MULL CLW MAY 80 INSTALLED BY THIS METHOD. MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR / \`- 4 EDDE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-108 BUCI(BTRW AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1_ EMBEDMENT • • 141147.71(81 CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: TYP. ANCHOR —PER SUBSTRATE. SEE TABLES 18-108 I EDGE i- - _,DISTANCE SEE TABLES MRN 2.7181 CONCRETE OR CMU 18.108 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY 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 114" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES-- -I Z.INTERSECTION U -CUP FRONT VIEW /-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. 812 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE 8143 MULLION EXTERIOR SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE L®Qt, 40 I DISTANCE jr SEE TA81E8 1E408 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES /8.108 FRONT VIEW EXTERIOR SEE SHEETS 18-20 FOR HOLE LOCATIONS MULLION FOR STEEL 811.108 THINNER THAN 10 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY 8E USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SIDE VIEW L SIDE VIEW EDGE DISTANCE BEE TABLES 18-108 oY d 11v� 0 m O zf 2 J F Q Z Z Q _ 0, ILL Z _ Q PRODUCT REVISED as complyIt5 with th,PkSMJ Building Cods Acceptance No Ex 'moon DNB Mom . ade Pmdna • W ,1\\11111111 /ll f_ it: NO. 58705 AN •'- FL0R\QP•'• G - '// `9/ONAL A. LYNNMILLER, P.E. FL P.E.M 58705 'ISS_ 1 DETAIL F: FIELD -MODIFIED MULLION CUP (F -CLIP) SEE DETAILS AE, - SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) / MULLION EXTERIOR SIDE VIEW SHOWN WITH 1' X P X .126• MULLION STANDARD MULLION CLIP MOWED TO FIT FIELD CONDITIONS. 0 o 0 0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-118 -MULLION TOP VIEW 0 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30.OR A6• BAY MULL TOP VIEW TSP. ANCHOR PER SUBSTRATE, SEE TABLES 128 OR 138 EXTERIOR 2" X 6" ANGLE CLP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL 2•x6"x.126" ANGLE CUP. -2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. EXTERIOR EDGE DISTANCE PER ANCHOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 113-1013 INTO WOOD, STEEL, STANDARD CLP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD, EXTERIOR INTO WOOD. STEEL, ALUM OR MASONRY EXTERIOR EDGE DISTANCE PER ANCHOR 4 NOTES FOR INSTALLAT ON OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28" X 2.11' X .125" MULLION. 2) SEE TABLES IB -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 1B -11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL K. SEE TABLES 12B OR 1313 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 0 J -J 2 - W U - I 2 O 2 N I 1° coW U ? a 0 Q PRODUCT REVISED Das cldiil8omi+ly)rCwith dRaids aids ode Accopi*Ice No - Ir E ,'ntioa DIW ZWZ47/•7V/I i(n 42 V By Mem TABLE 1A 1 x2x.126 Alum. Tube Mullion 421n 481n 6062515 636 I 631n 721n 76In 70 in TABLE 1B 64 In 60 6 601n 6010 Mullion Capacity Table (Ib6Mt2) Opening Width (for vertu) v-epamlm minion,) or Opening He pit (for horimrtaltepenr':Ip mullions) 701n BOM 90). 1001n 1201n Rs9nWr 11lpiT9995 R6c)00PHr 1194415410 Recunpulr Ic.anp 9.010115 Loading 100989 L01 912 1 1SQ 111 $g <t11 ' sg � a ill /01 11 1E 11 111 9 405 129.5 74.9 312 83.8 839 281 708 52.6 247 67.5 384 200 41.2 33.1 161 35.3 28.8 185 30.6 22.2 130 23.3 18.9 126 19.7 17.6 118 18.2 Anchor Clip Patterns 932 93.2 250 ' 624 234 133.2 207 1 420 170 132.0 166 27.6 142 24.0 120 18.6 109 157 104 405 116 6 326 79.9 312 73 4 252 163.6 281 61.5 226 46.9 247 49.8 202 37.6 200 354 166 27.4 131 30.3 152 237 186 251 130 20.8 139 19.9 119 19.9 125 16.8 107 8u06htl4fl Arch. Typo: Ed84 Demme nn): En1Mdmwt 6n1f 2 Aneho. • 4.')" MM. 0.0. 181.nd.N or M Ip (F12. 11: 14 Anc11.4 0 i.96‘1319. 0.C. l 81091.90 r C19 (FM. 2): I 4 Mike. A r MM. O.c / (2) 2i(d ) (119. 3): 2 Anchors 0045" 1410.0.C. 1 UCip, Mlo 111' Alum, (579. 47. 1 Anoka, l F-C6p (HO. 6)' 1 2 Anshan C 1.16" MM. O.C./ *Cap (819.61:" 1401n 1606 1nep/7n610 Itecunpuk9 1001111909 Redncohn T44T04r19. R4ct.n90r Tr.pT.ng Rect./1p../ Tr.pIMn0 Rect.npulr T.prTMry. Reo.g19. Trrp✓fn.np. LoGIng L0 919 10101110 9.0.43169 Lad® Lo.4109 Lo1In9 101190 wading lo.an5 101469 10941710 Load% 1Ig1!1 111 II 1111i�1II111' !�111II11 408 107,8 321 60.0 406 164.4 310 621 406 1040 319 66.9 406 1040 310 46.6 409 1010 519 30.9 409 104.0 310 36.0 400 104.0 310 312 07.0 248 46.6 312 83.2 246 41.6 312 61.3 244 37 5 312 61.0 244 31.2 312 51.0 244 26.6 312 01 0 244 23.4 312 61.0 244 201 55.7 224 39.9 261 52.1 222 35 6 261 60.1 220 31 9 281 49.3 219 28.6 281 49 3 210 22.0 201 49 3 219 20.0 281 49.3 219 247 44.3 190 32 9 247 41.5 190 29.2 247 39.4 104 26 3 247 36 4 103 21.0 247 36.1 103 1 19 9 247 38 1 193 10 4 247 36.1 193 200 31 5 163 24 0 200 20 0 160 21 3 200 27.1 169 19.2 200 269 167 160 200 26.0 156 151 259 145 20.7 151 24.5 146 18.4 151 22.8 144 18 8 181 217 143 165 23.1 136 18.0 186 21.0 134 139 17 6 116 2.7k Coronets Anchor Capacity Table (Ib.) 3 6k Canc. 6116" Eta 1M0can 2-152" 3-1/6' 1" 1014 2' 1-1/4" 995 b 164411. 270101 WA WA WA 1590 0 1699 0 5400 WA WA WA 445 is 822 b 130154 WA WA WA 3715" Elco U9r oon 114" Eloo Ullman 1" 1354" 30215. 40010s 71061 WA 196114 240 Ms av2" 1.374" 36)15. 70015. 7101. WA 19615. 3608. 1" 1.3/4" 4691b. A 680 b WA 22614 WA 3/16"Ela U/Imoon 2.112' 1.154 28210. 300 b 5600 WA 1401 . 190194 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. FIGURE 1: • O FIGURE 3: • FIGURE 4: • • FIGURE 2: ui 0 •ir • • 1{I • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: II II • FIGURE 6: 0 {I . • • TABLE NOTES: Hollow CMU Elco U6necan 1" 1-1H" 364 b WA ISA WA 177150 WA 2-1rr 1-U4" 740 b WA 76015. WA 37019. WA F1614 CMU PT Wood Melt 174" 88 Eloo 6111 Eton 114 86 Mao 910 814. 612 81449 512 8041 A90r.Oror Mown A9g.04or 80mw 106) 8c5w (06) 805.0 (06) r 14/4 401 Ib. wA 938b WA 234 be WA 3.11r 1.1/4" 864b WA 580 b WA 33215. WA ✓ 0.41 054" 0.324" ✓ 1.31r 1192154 3266 WA 862 b 236415. 652 b WA WA 391 I5. 1651. WA 32664 1a/r (0195 note 4) 420 0 900134 640106 640 W. WA 21016. 1 420106 112015. 112015. 71615. 280 b 08064 ANCHOR CAFACITY USTMENT FORMULA (DR.) X / AANCHOR...,...) . ANCHOR CAP... `MULLION CAP.,,.,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 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 ANDER 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 6083-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" I- t- 10 2.000' .125" 1" X 2" X .125" MULLION ACT -RESISTANT ALUMINUM TUBE MULLIONS PRODUCT REVISED m complying with the Florida Building Coda Acceptance No Ex •' ion Dele 0y M ,,11111111 :N`l LYNN Ml(�- .•'`‘GENS F * . No. 587°5 7.111 TE OF TABLE 2A 606 6010 Rectangular 1 x 2 x .376 Loading AIum,Tub. Mutton Trap/Thanp. Rectangs/.r 7 5544. Loading Lading Ladn9 Mullion Capacity Table llbs/&) Opening Width (tor ver6c05y4pannIne mutons) or Opening He net (tor horizontally -spanning mullions) 701n 60 In 901n 100 in 120 In R6Man5ular Tnp/TOan9. Reclang5ar Trap/Wang. 48clangulan 1tap/TMr10. Rectangular 7615110500 0.0/56gul.r Tnp710..Q. Lading Loading LOadng Loading Lading Lo.dmg Loafing Loading Lo.dng Loading 1401n 160 In Reclanguhr Trap/Tnanp RemanWmr Trap/744ng, Loading Lading Loading LodinO 1 111 hi ihi i ihhi hi Ihi 11-1 11111- if II# it 11111 h 1111 1 it I 4210 46 170.0 620 170.0 In 1216 807 136.0 50 826 N 103.7 456 114.6 64 In 85.4 400 93.3 + I ea m 62 3 324 55.9 e 6310 83.6 294 57.4 I "1" 46.5 208 49.6 0 I 721n 36.0 226 37.9 I 7e In 30.6 202 32.0 I 71 M 263 192 20.6 I 901n 166 144 19.0 06 In 15.2 1 127 160 TABLE 2B 435 151 3 663 1700 475 1207 662 170.0 506 113 5 662 1065 518 100.0 662 106.0 617 009 469 370 336 276 262 230 196 177 166 121 113 101.4 607 119 2 410 06 0 507 108.7 06 4 466 90.0 371 74 1 450 00 6 71.2 400 60.1 320 61.0 400 72 7 51.9 324 57.6 270 44.6 324 61.2 44 8 204 49.2 246 38.4 294 43 8 310 269 42.4 226 33.4 201 37.6 30.0 226 32.2 101 257 226 26.4 28.6 202 27.2 173 21.9 202 23.9 23.6 102 26.1 165 20 2 102 22.0 16.4 144 11.1 126 1 Substrate: Anchor Cep Paining 1 Edge anent* dot Emkedmw5 9 2 An0hom 4,76" Mn. O. . / Mandan or Wel f,41, (F16 4 Anchors 41.16" H5. O.C. / Standard (Or 0lIHt(f:lq (719. 0)i.. 4 Anchors 0 Y Mm. 0.C. / (2) 5.6 Angle Ops / (R9. 27 2 Anchor* St 0 46" MM. O.0 / VOIR 6001/6" Alum. (R9. 4); 1 Anchor/ F.0/p (Fig. 5): 2 Amhara f 1.1r Min. 0.0 / F-CIIp IRO 6): Ane5017ype 2.79 Cnnorel. 403 78.0 364 04.6 322 63.4 34.9 33.6 29.2 226 10.2 177 264 241 221 160 170 152 507 102.9 456 04 6 400 87 3 324 46.9 204 26e 225 202 602 39.5 34.1 25.6 21.9 19.7 160 300 380 318 280 237 216 106 167 67,5 67 6 47.5 34.8 20.0 20.0 20.0 17.0 157 Anchor Capacity Table One) 3.5k Conc. 6/16" Eloo Lamson 2-1/2" 3.1/5" r 1.3/4" 2" 1-1/4" 690140 164416. 27015. WA WA WA 15800. 1/96159 540166 WA WA WA 446164 822140 136 94 WA WA WA 3/16" Elm Macon 1/4" Elco U14recon 1" 2-1/2" 1" 14I4' 144" 1-3/4" 300140 30084 40015. 410159 70015. NA 790164 780 06 6806. WA NA NA 195 04 196159 226164 259 84 350116 WA 3/16" Elm 54660000 2.1/2" 1.1/4" 25010. 5505» 6600. WA 140164 1905. 607 99.6 456 51 3 400 64.0 324 43 0 294 371 265 31 5 226 23.5 202 19 7 692 16 1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: •0II110 FIGURE 3: • • II • FIGURE 2: •I • • FIGURE 4: 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: II I�• O FIGURE 8: II I II • •I • 4,1 • 397 307 316 267 224 215 152 186 167 H01o. CMU 1/4" Roo Unworn r 2-1/2` 1-174" 1-1/4" 364156 746 en WA WA WA 760150 WA WA 1771. 370164 NIA WA 00.6 61 6 42.7 31.1 28.0 23.4 110 16.3 14.2 662 166 9 567 75.7 662 166,9 517 64.9 062 607 99.0 396 507 507 00.0 396 43.4 607 456 80 0 356 43.2 456 50.0 356 37.0 456 400 62.3 314 36.6 400 61.8 313 30 6 400 324 42.0 255 28 0 324 40.5 253 22.2 324 294 36.2 232 224 294 33.5 230 102 294 266 29.6 212 19.6 266 26.0 210 16.7 266 225 221 150 15.0 225 20 9 177 12 9 225 202 19.4 163 12.8 202 16.7 180 10.9 202 192 16 8 156 11.6 192 16.2 162 10.1 192 1 hi 11 166.9 617 64 7 662 100.0 517 99.0 390 36 0 607 05.0 60.0 366 32 4 454 80.0 61.6 313 26.7 400 616 40.6 263 19.6 324 40.6 33.4 230 16.6 204 33.4 27.7 201 14.6 260 27 7 16.6 176 11.3 225 196 16.9 188 9.6 202 166 144 160 89 192 142 - Fed CMU PT Wood Metal 1/4" 09 Elco 5/16" Ek0 1/4" 85 Eke 010 9160 012 M.0 412 Steal A99400906 Ulumn A50n/416r Screw (06) Bone (05) 8.650(06) 2" 3.1/6" T 040" 0.64" 0.32r 1.1/4" 1.1/4' 2" 1.6/0" 14/r Mee non 4) 68416. 1182164 326166 420100 660166 WA WA 662159 84016 112015. 660 6. 2364166 682166 0400» 1129156 N/A WA WA WA 71616. 332140 691166 163 0. 210140 28015. WA WA 325164 42015. 11000. 40809 WA 93616. WA 234140 WA 396 356 313 263 230 200 174 166 150 ANCHOR CAPACITY /(p.IUSTMENT FORMULA: (DP)X(MLALONR �CAPP'''"....)•ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R 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 UNR (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-15 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. 2.P00" 1.000' )-- .375" } 1"X 2" X .375"MULLION CT-RESISTANT ALUMINUM TUBE MULLIONS CD 1 X X Q Z o pRouttcr RSV ISL5U a1 Comply.%with the Florida Buiidrnt Code Aceeetmoo No ,, It Exp Tet „ Due S�'`y�7Vla - eY ✓/.. J�j; MiM6i 4 ode Product e' _,t11\111111j, \•1 LYNN Ml�/6i ON .! * No. 58705 _ • F(ORIOP•'•G�=� '%cSS;ONAA- A. LYNI. MILL R, P.E. FL P.E.# 58705 TABLE 3A 122.75% ,376 Alum. Tube Mullion f. S 421n 451n 50.526 M 54 10 6010 6310 KIn 721n 7817 7610 901n 9610 10541 11110 13010 TABLE 3B 5010 Rcctanpulr Lotting Tr 05 Lo. 5 La ;mg 5010 170 0 170.0 170 0 170.0 141 1 121.9 106.0 51.6 59.4 520 706 747 797 735 668 507 510 456 64 2 435 419 327 34 4 207 24.2 227 22.3 216 17.6 164 Mullion Capacity Table (Ibs/ft21 Opening Width (for venice6y-sp6rung mullions) or Opening He pht (for hofizoM6ly-*Farming mu6ione) 7010 00 10 00 In 100 in 1201n T0prT6an9. Rectangular Trap/16am Rectangular Twp/Tdan9 Rectangular 11ep"darg Rectangular Trap/Trlarg Rectan5ulr L0a11np Loading Loading Loading La app Loading Loading Loading Loading Loading 1 i 15 1 11 hi hi g1 1 II Ili II 170 0 436 170.0 744 170 0 476 170 0 666 170.0 600 170.0 992 170.0 619 170.0 624 170.0 650 170.0 504 170.0 992 170.0 530 170.0 1133 170.0 661 1700 660 170.0 696 170 0 631 157.5 1032 170 0 614 145 8 1032 170.0 723 170.0 812 161.3 107 170.0 691 138.2 007 154.7 730 120.9 907 162.5 720 151 6 626 117.6 736 130 3 611 100 8 735 116.0 560 85 2 736 106.2 560 130.0 570 101.6 665 1116 557 07.0 686 99.9 547 76.2 606 60.1 633 112 4 522 85.3 607 06.1 611 75.7 607 55.0 601 06.2 607 77.1 493 860 443 680 510 730 434{) 583 1)6/0 64.3 421 61.0 510 679 419 72.6 400 57.6 456 51.7 302 49.6 456 641 306 43.4 468 48.6 376 67 0 301 53 5 436 669 373 46.9 435 49 8 366 40.1 436 44 7 380 43.1 290 34.0 327 36.4 206 299 327 31.8 280 281 327 28.3 276 35.4 257 29 7 267 21.9 202 24.6 287 25 0 248 21.6 287 23.1 244 24.7 205 20.2 227 20.8 201 17.3 227 16.0 196( 15.1 5227 16.0 196 227 104 166 216 10.1 101 159 216 16.5 196 17.9 187 soon* Anchor Clip Pattern 1 Edge Miami (11): Embedment 01); 2 And,ors 6p 4.76"Min.Q, /17Llaard or , Clip (R6. 1). 4 Anehor619 1.16" Min 0.1.. 7 t.pard (or • ) Clp (Fg. 2): 4 Ammo Q 3" ARn 0.C. l (Z 206 ArgM CIR. / (FS. 3)• 2 An050a 0 0.46" Mn. O.C. 1 U-C%p. Into U0" Alum. (F/9. 4). 1 Anchor / F-067 (Flg. 6) 2 Anchor. 1.W' hon. O.C.1 F -Cep (FIG. 69. Anchor Type: 2 7100000.1. 140 N 1601n T0p/M.ng. 3.106 .4.7 Trap'Trlan6 Rectangular 17ap/TNng Loam Laa•rp Loading Ladir19 Losing 1 IIi II111 11i i 3& if 170 0 1116 1301 170.0 521 127.6 1301 170.2 521 111.6 1301 170 0 021 151 0 1136 1139 170.0 680 97 6 1130 170.0 610 06.4 1139 170.0 600 130.6 1032 97 0 1032 170.0 766 63.9 1032 170 0 760 73 4 1032 170 0 756 107 5 007 50.6 907 140.0 700 591 907 140 0 709 60 6 907 140.0 709 76.4 56.6 736 01.8 674 60.4 736 91.6 674 44.1 735 91.8 674 67.7 60.6 566 76.6 631 43.6 666 76.6 531 36.1 066 76.6 521 50.9 44 2 607 63.4 476 37 9 607 62.7 474 33.1 607 62.7 474 464 34.0 510 46.0 402 20.2 610 44.4 999 26.6 510 44.3 390 36.0 460 26.9 456 37.7 362 24 5 466 30 0 360 21.7 450 36.7 356 35.7 436 26.0 435 34.4 344 22.9 436 125 341 201 435 322 540 23.2 327 17.4 327 21.0 262 149 327 19.3 260 19.1 297 14 4 207 16 0 232 An,har Capr lSy Table (lbs) 0.e1 Conc. 6/16' Eloo Macon 3-192 3-1/8" 1" 1.3/4" 2' 1-1/4" WO lbs 164415. 270166 WA WA WA 1660166 180615. 540 500 WA WA WA 446 55. 622103 1961b8 WA WA WA 2/15" Otto U0600n 114" Elco Ullman 1" 2.1/2' 1" 1.354" 1-3/4" l-3/4" Ho lin 30315. 450 90 460109 700154 WA 78015. 760508 65003 WA WA WA 106014 19615. 225 508 25. I5. 35004 WA 3/7r Elco Ut0ocn 2-1/2' 1.1/4- 280 1174 -U6"260100 39015. 50300 WA 14015. 190 b0 170.0 621 170 0 1240 170 0 621 146.7 170.0 677 136, 8 1139 170.0 600 113 9 570.0 747 117 4 1032 1700 766 146.0 714 96.8 007 141 1 710 736 90.6 683 70.6 736 951 570 665 63.0 631 00.9 605 70 5 526 607 71.5 416 63.0 607 67.8 481 610 63.3 413 408 610 000 406 44.6 073 34.7 458 416 360 40.9 366 321 436 361 361 20 7 271 20.9 327 23 7 268 20 9 240 17.2 257 19 3 237 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • 0 I) FIGURE 3: • FIGURE 2: 0 • • • I • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: • • FIGURE 6: • DI u II • • TABLE NOTES: Hollow CMU 110' Eloo Ilalecon i' 1-1/4" 364166 WA WA WA 17715. WA 2.1/7' 1-1/4" 740104 WA 76015. 036 37015. WA U4. 55 Ela 1115" 500o AgpN3N0 Macon T 3.1/5" 1.1/4" 1-1/4" 4418be 164 lbs f9A WA 936 be 880 I5. WA WA 234 De 35215. WA WA FOlnrd CMU PT Wood WNW U4.8S Eloa 110 81N'. 612 SAW 812 Sled Aggr.Oabr Scow (O6) Scow (00) Sown (ON T 0.46" 0.64" 0.324" 2" 1-3/6" 1-3/5" (.9600054) 111121114 320150 420 506 66010. WA 66250s 4401. 1120109 236415. 662 be 6401m 1120 WA WA WA 71615. 501 W 16315. 21015. 20015. WA 32616a 420 b. 660110 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP.,",,,,,,,, ` a ANCHOR CAP,.,, MULLION CAP.,,,,,,,,, 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-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125" THICK AND A96. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -.-I 1.000' 2.--450" 24 - " 1" X 2.75' X .375 MULLION PRODUCT R1?VISED 53 c0mply1116 MIA dm Florida Railing Code AOxplamm No E 1, rNio»SMle !7g'aGi1WI4 Kc. 0` \1LYNN /(1 f/o •,....... ENS '-., * * ! No. 58105 S12' II l('5. STA OF '7'7SS'ONAL A. L4I(1N MILLER, P.E. FL P.E.# 58705 TABLE 4A 1x2.760 .660 Alum. Tub. Mullion a 471n 1 401n I 50 6251n 501n 0001 Rectangular Tnp/06ig Load 0 Lo.8ng 0.128.9.1, Tnp/Tnng. Loading Loafing 1 itI t1 h 11, 11 Mullion Capacity Table (Ib6/ftr) Opening Width (tor verlicaM7-anemin9 mullions) or Opening He pht (for (rorimMaly-spanning mullions) 701n 000 90 in 1001n - 1201. Raclangul, Trap/7/146 Rec4n0u0r Trap/Wang. Rw1.09 148 Tr.97111an0. Reotangulm T06(T/ n9. Rectangular Tnp/T64n9. Loading Lo,Yn9 Lowing lowing L4dn0 Loading Loa8n9 Lonug Laidom Loafing 1 111 111 1 1 1 1700 620 170.0 436 170.0 744 170.0 410 170.0 066 170.0 170.0 700 170.0 524 170.0 650 170.0 684 1700 002 170.0 170.0 747 1700 303 170.0 666 170.0 631 1700 1046 170.0 541n 170.0 797 170.0 012 170.0 550 170.0 091 1700 1116 170.0 06 In 170 0 805 170.0 701 148.6 915 182.3 701 1256 916 144.5 63In 161.9 330 161.9 710 120.0 090 1380 604 1065 630 1262 06 01 132.1 767 140.0 050 110.0 757 1160 630 04.3767 105.0 72 In 101 7 636 100.0 552 84.8 636 01 0 540 375 77 626 80 1 701. 06.5 571 904 400 72.1 571 76.6 488 6/ 6 671 67 4 781n 00.0 542 03.4 474 66.7 642 70.8 465 ' 57.1 542 62.1 90In 521 407 637 361 43.4 407 46.4 366 37.2 407 30.0 06 In 42.9 306 441 320 36.0 356 37.2 314 307 330 32.4 106111 30.1 203 30.6 265 26.1 283 25.9 261 21.6 283 22.3 111 in 27.9 267 28.3 242 23.1 267 23 0 250 19.0 207 20.6 120 In 22.0 228 22 3 200 16.2 220 16.6 206 10.7 220 16.2 TABLE 4B 6u0alrN0: Anchor Clip P8Tlema I 8000 Type 1 Edge Distance 56 Em0Fon6 4 Onk 2 Anchor 0 4.7r Min. O.' I S andrd ,9 211 1E6. 1)1 4 Anoka,, 1.16" Mln O.C. / 15446.1 (or 000� Culp (FI9. 2); 4 Archon 0 r Min. 0.0. 1(2) 206 Angle Cope 4 (Rin. Jx 2 Anchors 0 0.46" M,. O.C. / U -Cep. I4o 1/0" Alum. (Fg. 4y 1 A1.11011 F.UIp (FI5. 6):. 2 Anita, p 1.15" Min. O.CJ F -C418 (R0 d): 2.78 Caroni* 3174" Eloo Ulr0con 1" 1444" 30064 400 64 750160 WA 19514 24014 2-1/2' 1-31" 30004 70016 76014 WA 19614 3600. 606 1700 902 170.0 630 170.0 1133 170.0 664 170 0 1196 170.0 754 150.7 1130 170.0 748 109.9 015 1323 681 04.9 830 112.2 624 02.5 757 98.1 530 83.6 .:x.630 72.2 470 54 1 571 60 0 460 50.0 542 66.7 340 32.6 407 35,3 309 26.6 360 26.6 347 10.6 203 10.9 230 17.3 207 16.3 202 650 170 0 1116 170.0 661 170.0 1276 1700 723 162 6 1206 170 0 803 133.9 1130 170.0 795 97 8 916 123.0 670 M 4 030 104.6 614 73 4 767 801 521 56.6 a38 86.6 471 46 0 571 55 5 440 44.4 642 61.0 343 28 8 407 32 1 304 23 6 366 26.1 244 16.7 203 10 0 231 164 267 10.6 Anchor Capacity Table (Ib.) 9.6k Caw 6/1r Eke Uar con 1" 2.172" 3.1/0" 14/4" 1-3/4" 2" 40064 09014 1044 Ib WA WA WA 60014 1500 Ib 169614 WA WA WA 22014 44608 622 11/4 WA I WA WA 1l4• Eno Ule0can 3/1r Elco Ulncn 1" 2.1/2" 1-1/4" 1.1/4" 2701W 4 WA b 66314 560 b WA WA 13614 14014 WA 10014 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: I• 0 FIGURE 3: • FIGURE 4: • • • FIGURE 2: 0 • • • II • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 5: • 0 I I I • • 521 677 747 697 726 662 606 654 454 442 336 300 240 226 0161048 CMU UP Eke Ulracn 1" 1.1/4" 35414 WA WA WA 17714 WA I 1401n 100 in IieclerpJN Trep/Tnarg. Rectangular Tr /711ag. 1.48ry Loa0,9 Loadrg Losing 1 Id 11. it 170.0 1740 170.0 621 1700 1456 170.0 621 170.0 1417 170.0 600 141.7 1417 170.0 680 540.3 1285 170 0 750 121.0 1266 170.0 756 120.6 1130 170.0 656 100.6 1130 170.0 001 070 615 1105 720 73.2 915 114.4 715 75 0 030 00.4 950 63 3 030 04.6 840 00.0 767 44.2 600 560 757 79.0 593 00.e 638 82.3 500 42.4 536 572 500 432 571 516 456 360 571 47.0 451 40.0 642 47.6 437 333 642 42.0 420 20.0 407 29.6 534 21.7 407 26.1 927 25.5 359 24.0 296 17.5 356 21.0 200 16.1 263 16.6 237 ?1/2" 1-U4" 74014 WA 70016 WA 37014 WA 1litId <, 11111 150.7 5620 170.0 521 136.6 1620 121 5 1417 170.0 500 105.3 1417 104.5 1266 170.0 766 91.4 1266 66 1 1130 1700 061 75 3 1130 620 916 1144 715 54.9 916 54.2 630 94.1 640 47.4 030 47.2 767 70,2 661 410. 757 36 3 636 55 3 497 31 0 636 30.9 571 44.0 447 270 571 26.6 542 40 0 425 25.0 542 10 5 407 24.1 322 160. 407 103 350 19,2 244 Fled CMU PT Wood NNW 1/4"SSEIoo air Elco U4"88 Elm 9105441 012814.1 0128141 A9pn00101 Unseen *09000448 5orew (05) 801.0 (00) anise (06) 2" 3-1/0" 7 0.40" 0.64" 0.324" 1.7/4" 1.1/4" 7 1-3/0' 1-3/8 (on 401e4) 48014 064 Ms 11112166 32614 420 lb 000160. WA WA WA 65214 n 112014 036 b 60214 266409 652 b r , Iby 112014 WA WA WA WA WA 71614 25414 33214 69114 10304 21014 20014 WA WA WA 32614 42014 56014 L CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 170.0 621 1700 000 1700 756 170 0 561 114.4 716 941 640 76.2 601 66.2 407 44.6 440 40.1 423 23.0 319 >NCHOR Cp�p�(ITY ADJUSTMENT FORMULA: (DP . i X ANCHQR 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. 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 8053-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000" f•^ 1" X 2 75" X .650' MULLION r 1 PRODUCT REVISED as complying with the 01064 Bui)drne Code Acceptance No . 404;;I: • Bx,iralioallA0 SGCL471'"4 By L!L .. .. / .c\\VIII(/ 1/„ P�\CENSF '•.F•¢ No. 58705 67 01 11 '////8/rONA‘- � • A. LYNN 6/hL11RR, P.E. FL P.E.# 58705 TABLE 5A 501n Ragrguler Trap/Mang.. 1" x 3.126" x Loading Loading .TuAlum Tube Mull Mullion Capeclly Table (IbalTt2) Opening Width (for verNcely-spennln mutons) or Opening Height (for Iatixonta9y-apann'ng mu ore) 60 in 701n 801n 901n 10011 Rectangular Trep/T4en0 Rectangular Trap/Tnang. Rectangular Tr p(n4rp. %cl ngier TnpTll.ro• 6119199Ur 120 M HO In T5plle g Rectangular TnpTnarg R6langUler LOedeg Wading LoadI g Loading Loedog Loading Loading Lording loading lordIng Loading loading Loading (1 1 1 1 1 11 iii 1 1 1 10 1r 5111 ti<1_i II ,1 ti II II 111111111 I1III 11�11111lg 111111I',ilIIi1 1111111 1 42 M 170 0 620 170.0 436 1700 744 170 0 478 170.0 008 170.0 505 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 1702 521 170.0 1416 170.0 521 170.0 1736 1 40 N 170 0 708 170 0 524 ' 170 0 850 170.0 554 ' 170 0 992 170 0 630 170.0 1133 170 0 861 170 0 1275 170.0 877 170.0 1417 170 0 880 167 7 1571 170 0 800 136.1 1571 1 50 52511 170.0 747 170,0 563 ' 1700 098 170 0 031 170 0 1016 170.0 654 170.0 1195 170.0 723 170 0 1315 1702 747 170 0 1104 170.0 706 141 7 1405 170 0 768 121 6 1406 54 In 170.0 797 170.0 012 170.0 968 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 037 149.5 1401 170.0 856 124.6 1401 170.0 861 100 • 1401 80In 170.0 865 170.0 701 170,0 1503 170.0 797 155.5 1158 170.0 878 138.7 1166 167.2 026 123.3 1106 1605 917 111.0 1156 140.7 010 02.6 1168 144.6 903 70.3 1155 03(n 170.0 930 170.0 745 1598 1040 170.0 850 137.0 1049 1565 860 119.6 1049 141.7 846 106.5 1049 1320 836 95.9 1049 1265 626 79.9 1049 1103 CO 06.5 1049 C 1 66 h 166.6 956 170 0 760 139.0 955 161.3 604 ' 1191 006 133.7 766 104.2 956 121.4 775 92.6 965 112.6 765 634 956 100.4 757 695 955 90.6 749 89 6 955 M In 126.5 603 134.0 697 107.01 803 114.9 882 91.8 809 101 1 670 80.3 603 91,2 659 715 803 63.9 449 44.2 600 76.6 642 53 6 503 72.2 632 45.0 803 75In 1092 721 114.1 623 91 0 721 97.0 515 78.0 721 65.1 855 80 3 721 76 5 506 60.7 721 701 588 64.6 721 65.4 579 46.6 721 59.4 589 38.0 721 781n 101.0 844 105.4 509 194.2 094 99.4 507 722 604 78.4 578 63.1 684 70.4 507 66.1 644 04.4 656 50.5 654 56.9 551 42.1 654 541 641 36.1 604 80 In 96.9 614 67 9 456 54.0 514 57 3 448 47.0 614 60.0 440 41.1 514 44.6 433 38 5 514 40.5 427 $2 9 614 37.3 421 27.4 514 33.0 412 236 514 93ln 51.2 462 65.7 404 45.2' 462 47 0 395 307 452 40.0 300 53.5 452 36.4 384 30.1 462 32.9 379 37.1 452 30.3 373 228 452 206 365 19.4 452 10011 38.1 357 38 0 322 31.7 1 357 32,7 317 27.2 357 20.4 312 23.8 357 23.2 300 21 1 357 22 7 303 19.0 357 20.8 209 16.9 357 16.0 293 136 357 111 In 311 338 35.6 309 2921 330 301 301 . 25.0 336 26.1 263 21,0 336 23.1 292 195 338 20.8 206 175 338 10.0 281 148 338 166 278 126 336 12044 27.7 299 282 263 23.1 Ij 266 23.7 260 195 280 20.5 286 17.3 219 161 252 154 260 16.3 244 11,0 214 14.0 245 11.6 260 12.9 240 9.9 285 TABLE 5B An-.hor Capacity Table (be) Anchor Cap Pollens 1 Edge 0loleno. 04 1" 2.177 1" 2.1/5" Er%Omni At 1-3/4" 1.374' 1.44" 1.344" 2 Anchor, ®4 751 Mk 0.7 / S1.ndrd co Fe. : 390 6 300104 450154 890 be 4 Anchors 01.15" Mal. 0.0 l 8Wdrd C47(10. 2)' 4606 700188 WA WA 4 Anclnn®51 Mtn 0.9 /(2) 2x6 Anile CIpe(Fig 3): 7806 7806 6806 16606 3 M58r. a 045" Mtn. O.C. / U-UIp. Into 178" AAnn. (Fe 4): WA WA WA WA WA 1 Anchor / F.C$p (24 5)' 1056 1956 225154 445 6 622 6 2 Anohon 40 1.16' Mh O C. / F -Cep fflg. e).` 240154 350188 NIA WA WA WA 199154 WA NOTE: FOR THE OFFSET CLIP, USE THE SAME 1NCHOR SATTERN AND ANC 40R VAL )ES AS T -IE STANf)ARD CUT . 5 Il$l . 27k C;_tu4W 361i Caw. An050, type. 3/16' E1001161aoon 144' Elco UIUaeon 3/16' Eko lNkaom 3.1/6' z 1014 154 WA rem 6 3/16" Elco l/8ocon 1-1/4" 270 6 WA 5406 WA 136 6 Hollow CMU 1/4" Eko U948581( 2.1/7 1' 1-1/4" 1.1/4" 21010. 364154 3806 WA 6106 WA WA N/A 140 6 177 6 FIGURE 1: • 0 FIGURE 3: • 11 • O • FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: 11 I • FIGURE 8: II I • •1 • TABLE NOTES: 2.1/5" 1.104 74011. WA 7406 WA 3706 WA 1801n Trep171194. 0.clenputer TarpTNrg, Loading Laving Laedirp 1 ih 111111 111111 1705 521 154.4 1802 170.0 521 170.0 680 118.2 1577 170.0 680 170 0 756 105.3 1496 170 0 758 170.0 861 93.4 1401 170.0 861 144.5 903 69.4 1165 144.5 903 1185 819 50.9 1040 118 9 819 98 7 746 621 655 96.7 748 09.5 628 40.1 809 607 627 58 6 584 34.1 721 36.1 563 61.3 538 31.8 864 60.6 534 304 406 20.6 614 200 403 24.2 359 18 0 462 22.6 366 102 287 11.9 357 160 204 14 8 273 11.0 338 13.6 289 11.4 236 8.7 280 100 232 Filled CMU PT Wo04 Ural VC 66 Elco 6/16' Elco 1W 88 Elco 810 65444 012 61.44 612 Bier AOgr0Oalar 0xreeon Aggr.0156 8olew (06) Saves (G5) Screw (OB z 2.176" 2' 0 48' 0.54" 0.324" 1 1-104 1.174• 2" 14/51 1-3/61 bee ran. 4)1 4886 081 Re 1182154 3206 42015. 0606 WA WA WA 6526 64015. 11206 X06 8606 23546 6826 640188 11206 WA WA WA WA WA 1074 61 234 6 6 70 332 1 6 6 183 21010e 260 6 I WA WA WA 32016 420150 6606 ANCHOR CAPACITY /9,DJU5TMENT FORMULA: (DP x ANCHOR CAP.„,",„n„) ANCHOR% MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20 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 UNfT (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 .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. 3.25` 1"X3.125"X 5" MULLION (1" VF MULLION) PRODUCT REVISED 81 complying with 010 190111111 Building 0040 Aat<pN11or No E kat TABLE 6A 104x.126 Alum. Tube Mua(on 60 In 60 In Mullion Capacity TabN (lbs/h') Opining WId01(101 vertically -Spanning mu40oo) or Opining Haight (tor hori2oMaly-spanning mul9orn) 70n eon 90n 1000 1201n R.clangular Tr.p!deng. Rectangular Trap/Tn.ng. Riming vile Loading Loading Loading Loading 15.470 1111lg11-111 H1111111111111 42 0 170.0 620 175 0 436 170.0 744 4840 170.0 Toe 170 0 624 170.0 860 160626 In 170.0 747 170.0 563 ' 170.0 596 64 In 170.0 797 170.0 612 170 0 960 I 60 In 1700 805 170.0 701 1867 1042 { 83 In 170.0 030 170.0 745 161 2 992 ilr 6e In 7210 165.4 047 770.0 709 737.0 847 135.9 049 1427 737 1113,2 649 3� 76 n 116.6 762 120.7 086 66 3 752 A 70 In 106,0 721 111.4 634 09.0 724 90 in 69.6 543 710 493 50 0 543 96 in 67 3 476 68.9 427 47.0 478 100 In 40.3 377 41.1 341 33.5 377 111 n 37.1 367 37.8 323 30 0 357 110In 29.3 306 29 8 270 ' 24.6 308 144 In 17.0 272 17 2 196 TABLE 8B Anchor Cep Pellem3 Edge 0leta o.In): 1' 2-1/2" 1" Embodiment SMT 1.3/4" 1.314" 1.210• 2 Abhors 04.75' INJ O.C. / 316.69Id Qip (9621 or 360 be 3606. 450b 4 Aneho8 0 2 25" Mn O.C.1 Mangled Cap (Pip. 3)I 700 lb* 7006. 560 6. 6 Anchors ®1.16' Min O.C. l SlmdRd Op (Ft. 42 , 980 6. 140016. I1A 4 Arwhou 03- Mn.O.0 /(2)286 Angle alb Ma. 760161 75015. 9006. 8 Anchors 0 3" Mn. 0.C. / (2) 2.5 Angle Cub (RIO. 62 117011 117016. 102016. 4 Anchors 0 0 46 Mn. 0.C. 11.1.099,1418 Ur Alum. (Fq. 7L WA WA WA 2 Anchors 0 2.26" Lb O.C. / F -O8 (Ra. 82 360 6. 36048. 20015. 4 Aachom 0 1 15• Mn O.C. / F -C11), (Flp. 9). 48016. 7001n. WA Anc1.01Vpe: 170 0 478 170 0 170 0 684 170 0 170.5 170.0 1700 163.6 146.0 121.6 102.6 94.6 60.7 49.2 34.6 31.6 39.1 031 170.0 691 170 0 7971 142.9 618 1296 766 1101 722 97.0 662 62.5 921 78.3 474 497 419 1 409 336 26.6 316 26 6 274 27.0 666 092 1044 1116 1042 002 64 649 762 724 TM/RIM 4.olwngular Tr.pTMng. Rectangular Trep/Tneng. Loading Lowing lading Loa=ng Loafing 1IIIIII'II Ii 111 III111 II a 1/11 11/# 11 /1 Rectangular Tr.p/Teenp Re016ngul., Loa 306 L4.'tng Lp`ng 170 0 506 170,0 602 170.0 619 170 0 1116 770 0 621 170.0 1240 170 0 521 170.0 830 170,0 1133 1700 661 170 0 1275 170.0 077 156.3 1303 170 0 660 170.0 804 170.3 1195 170 0 723 166.1 1236 170.0 747 140.6 1235 170.0 756 170.0 764 154.4 1158 170.0 003 137.2 1168 170 3 057 123.6 1160 1700 656 161.1 632 126.1 1042 146 ,111.2 1042 736.9 601 100.0 1042 130.2 791 444.4 760 "613.4 9412 331.6 1 1100.6 992 101.4 166 90.7 992 1146 756 130.3 766 103 4 947 117 7 752 91 9 047 108 7 736 82.7 047 102.2 727 7056 706 64.0 049 99.4 896 76.5 040 96.7 608 67.9 649 62.7 676 90.0 640 72.2 761 10.9 629 84.2 762 74.2 620 67.6 762 M 2 613 02.6 600 668 724 7'4-1I 2 Ii 4 724 66 (91 63.4 724 63 4 063 43.6 543 47 1 466 96.6 643 42.6 452 34.8 543 30.6 448 43.2 412 316 478 36 6 405 31 8 476 34 8 400 267 476 32.0 396 30.0 330 25 2 377 26.6 326 22.4 377 24.0 321 20.1 377 22.0 317 27.6 313 23.2 367 24.4 308 35.8 367 72.0 306 16.6 357 201 301 21.7 270 16.3 308 19.2 267 14.3 306 543 62 9 463 476 377 357 306 279 Cornrel6 An .,hor Capaelty Table (Iba) 3.6k Cone 6/16" Eko 3/16' Elco Macon Ullncon 2-1/2" 3.1/6" 1" 2.1/2" 1.314" r 1-1/4. 1.114" 660 b 1844 6. 270 6. 290109 1410 6.6 962103 WA 560 6. WA WA WA 760 We -179016. r 326016. 640 6. 66016. 2310 Ib 2844109 610 6. 640169 N/A WA WA WA 70615. 47616. WA 2006.9 WA WA WA 30016. 3/16' Elco Ullrecon I/4" Eko 16,900. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1 • O 0 0. 0 0. .° o°° • o° 1 0 o•° FIGURE 8: • FIGURE 2: FIGURE 3: FIGURE 4 FIG • • CLIP (FIGURES • • 0 • • • ST BE USED IN PAIRS. . . • FIGURE 8. FIGURE 9 0 0 • • FIGURE 7: •I • .. 114" Elco Ullman 1" 1-146" 3646. WA WA 708 6. WA N/A WA WA TABLE NOTES: 2-1/2" 1-1/4" 740616 6301a. N/A 1400 6. 114016. WA 316 6. N/A 1/4" 88 Elco 5/10- Elco Apyr4Calo( 066adon r 3-1/0" 1.1/0• 1-1/4" 406 b 864 Ib WA 680161 WA N/A 036 6. 1326 b 140416. 1320 as WA NIA 06. Nom. WA N/A 175.0 14080 130.3 1303 117.1 1236 102.9 1150 03.4 1042 70.5 902 88.9 047 66.6 46.1 466 29.0 33.0 16.0 15,4 649 7.1,2 724 643 476 377 367 1400 1001n Trap/Thong ReolanguW TndTOMp. Re01an9aler ' T3994.7it.n9. Loading loading Loading Loading Load% 1 "I hi hg1_11i 11 1111111113111 170 0 621 146.6 1489 170.0 680 1117 1303 170.0 706 100.4 1236 170.0 661 89 2 1160 625 1 702 71 6 1042 105.4 746 64.8 902 96.1 713 60.1 047 75 9 62 67 3 34.9 29 1 190 17.0 859 602 573 430 48.6 41.3 30.2 24.8 368 20.6 310 14.4 294 640 782 724 643 470 377 170.0 621 127 6 1489 170.0 521 170.0 680 97 7 1303 170.0 660 170.0 768 07.6 1235 170.0 766 170.0 861 77.2 1,650 170 0 661 126.1 782 62 6 1042 126.1 782 108.5 744 56 7 902 106.0 744 840 711 61.7 467 94.0 711 72.6 662 42.6 049 724 861 69.0 697 36.1 762 59.4 506 54 3 567 33.4 724 615 866 321 430 21.7 643 307 420 26 0 380 17.9 476 24 2 376 17.) 304 Faad CMU PT WOod Nob 1/4" 88 Eko 610 81461 912 Steel 612 Ebb Appreli6lw Screw (06) Screw (05) Serb (08) Y 0.48' 0.54' 0 324' T 1.3/6" 1-3/6" (605 rote 4) 1182 !be 3286. 4206. 60060 WA 6026. 0406.6 11206. WA 130416. 106015. 224016. 2384 6. 002 b 640 b 1120 16. 3646 b 9701b 1260 b 16601b WA WA WA 14326. 011,4 32015. 420 16. 580 b WA 65216. 640166 11201b 'U4CHOR CAPACITY ADJUSTMENT FORMULA (0), )x ( ANCHOR CAP,,,,,,,,,,,,,\ ANCHOR CAP.,. MULLION CAP. ,,„„.,,,,„„1 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 TF1E 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 (16 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. --71.000" V- i 125' 1" X 4" X .125" MULLION PRFAXI 10.F VI3IIU is complying with 16o Florida Building Coda Acceplrlce No G 'ret(oniDeu TABLE 7A 1 x 4 x .]76 Alum. Tab• Mahon 42 63 48 in 60.62616 641n 601n 639, 56 In 721n 769, 781n 909, 96In 1060 111 In 12084 144 In TABLE 7B 901n 601n Rectangular 7npR0ang. Reol6n5ul95 7raprtrlan0 Lading Lodi g Loading Losing //111/ /I 170 0 020 170 0 435 170 0 170.0 706 170.0 524 , 170.0 170.0 747 170 0 563 1700 696 170.0 797 170.0 612 170.0 066 170.0 606 170.0 101 170.0 1063 170 0 930 170.0 745 170.0 1118 1700 974 170.0 709 170.0 1169 170.0 1063 170.0 670 170.0 1275 170.0 1122 170 0 937 146 6 1184 166.1 1124 170.0 987 136 4 1124 105.1 044 1116 760 00.1 98,1 742 91.6 963 74.2 742 62 6 696 83.9 530 62.1 656 57.6 565 84 8 503 46.0 656 46.6 475 44.4 433 38 0 176 264 330 267 306 220 Mouton 060/Wily TRW* 1166/(1) Opening W1dt1(tor vedical)y-6patx4rlg 01190006) o9 Opening He gin (tor h01iz0nts0y-spanning MANN) 60 9, 90 M 100 M 1201n 7D M Raclanputr 7rp175eng. Lada. Lading R6otar9wa1 119p170an5 Loading Lang 1III111 1 744 170.0 476 170 0 566 860 1700 604 1700 592 170.0 631 170.0 1016 170 0 691 170.0 1110 170.0 707 170.0 1240 1700 650 1700 1302 170.0 003 170.0 1364 1700 1009 160.8 1320 1504 1013 128.2 1164 147.0 966 1166 1124 644 04 3 736 77.2 644 77 2 662 63.8 742 53.6 521 44.7 586 49.5 405 , 41 2 656 30.0 420 32.6 476 330 221 301 19.9 330 Anchor Cip Pe8em6 SW91rt9: Anchorlype: Edge Delano. gni fog,, Embedment (m): 2 Anchors 3 4.75` Min. O.C. / Standen/ Clip (Fig. 1 or 2): 4 Amebae p226^ Mn 0.0 &Ward (3• (Fig. 3): 8 Anchor Q 5.15` Min. O.C. / 3144d•d alp (Fig 4): 4 Anchor GYN. 0.C.1(2) 20 Anp19 Cape go. 6): d Andhra • 3" On 0.0.1(2) 205 Angle Clips (Fp. 5): 4 Anglnn (g 0.46 NM. 0.0 1 U421p, into 11r Alum. (Fp 7). 2 Mchon G 2.26" Min O.C. 1 FCIM (Fig. a): 4 Andras a 1 1r vat 0.0. I FClip (FN. 6L. 170.0 170.0 170 1700 170.0 170.0 170.0 166.2 139.9 126.9 62 1 67.2 46.6 420 33.7 193 500 630 681 754 676 940 1002 1101 994 047 724 641 513 467 420 26> 170.0 170.0 170.0 170,0 170.0 1700 180.6 1320 112.2 103 5 67 5 66.7 39 1 36.0 26.6 16.6 992 1133 1195 1275 1417 1465 1472 1320 1184 1124 644 742 586 566 476 330 Raclangular 7r.p/T714ng Loading Loa -ng Rectangular 7rap)Targ. Recfangul11 Trap/10a05. Lading Laig Loading Lading 1I1i11111 11 II 11I 11 170 0 170.0 170.0 170.0 170.0 170.0 110.0 140.9 126.7 115.6 73.3 KO 41.4 35.0 266 17.0 619 170.0 1116 170.0 531 170 0 1240 170 0 621 170.0 861 170.0 1276 170 0 677 170 0 1417 170.0 650 170.0 723 170.0 1346 170.0 747 175.0 1494 170 0 766 170.0 600 170.0 1434 170 0 837 170.0 1594 1700 1169 1665 944 170.0 1694 170,0 996 166.6 1019 170,0 1033 129.6 1016 166.7 1642 170.0 1076 1410 1642 170 0 1122 117.6 1066 142 6 1472 165.5 1145 126.6 1472 168,6 1130 107.1 1052 117.3 1320 137.8 1065 105.5 1320 128 6 1049 56.0 070 99.7 1104 115 3 964 69 9 1184 107 6 952 74 1 931 82.3 1124 105,6 919 53.0 1124 96.6 906 69.2 712 60.1 044 56.6 702 54.0 544 61.4 063 46.0 631 42.5 742 64.1 622 M 6 742 49.5 614 37.1 605 34.8 695 37.3 496 31.3 566 34.2 492 261 459 22,0 556 34.2 476 25.6 684 31.3 467 24.0 414 25.3 475 20 8 400 22.8 476 24.5 404 19.0 203 Alt :Aar Capacity Table (Ib•) 275 Commie 3.06 Cone 6116` Elm3116^ Ela U6ncon 1!4' Elco Macon 3/1r Ela IpIn06. 1" 1-3/4" 3909• 7001• 900 b 70019 1170 65 WA 350114 400101 2-1/2" 1414" 390114 70016. 1400195 790 Ns 1170051 WA 350 b 700 he 14" 453198 600 b WA 900 9x1 102099 WA 290199 WA 2-1/2 1-3/Y 89016. 14101• WA 1700 b 2340 b WA 70516. WA 5-1/0" 2" 1644 be 952114 WA 3266 IN 2844 b N/A 478 b WA 1.1/4" 270101 WA WA 5406 810165 WA WA WA 2.1/2' 1-1/4" 25016. 060164 760101 56016. 9406 WA 260 IN 3009s NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • o 0 FIGURE 5: • o FIGURE 2 • 0 0 • 0 ° • o 0 0 • FIGURE 3. FIGURE 4. • ° ° • • • • • FIGURE 6: • • • 11 ANGLE CLIP (FIGURES 596) MUST BE USED IN PAIRS. • • FIGURE B. FIGURE 9 0 0 • • FIGURE 7: 11 Hollow 01411 1/4" Eko Utracon r 2-7./2" 1-1/4" 1-1/4" 364 la 740 Ru WA 630 b WA N/A 706199 1400 b WA 114016. WA WA WA 315 6 WA WA TABLE NOTES: 1408 170.0 621 1700 170.0 460 1793 170 0 756 1790 170 0 561 1619 170.0 1063 1542 166.6 1166 1472 147.6 1108 1320 117.0 1024 1184 67 6 236 1124 89 0 500 844 64.2 670 742 43.6 600 696 29.6 461 556 27.1 407 476 21.1 306 1401n 160 In Ra0l.ngular 7rap/7M15. RectanSrO.r T1.7776arg. Loading Loading Lading Lading 111/ /I /I /I 170 0 1736 170 0 521 170.0 1963 170 0 621 170.0 1983 170.0 650 161,9 2024 170.0 540 186 0 1919 170 0 766 136 5 1919 170 0 756 137.1 1790 170.0 041 120 0 1790 170 0 661 111,0 1619 170.0 1063 97.2 1019 170 0 1063 100.7 1642 167 9 1157 68.1 1542 157 a 1167 91 6 1472 146.0 1104 60.3 1472 146.0 1104 761 1320 113.6 1013 66.0 1320 112.5 1012 94.1 1161 93 1 927 a 1 1104 62.3 926 59.3 1124 94.3 001 01,9 1124 63.2 076 38.8 644 60.0 600 33.8 544 47.7 602 31.9 742 39.6 560 27 8 742 97.6 584 22.3 690 266 472 19.6 566 24 7 460 20.5 656 24.5 445 180 565 22.4 442 15.3 476 19.7 397 14.3 476 57.2 381 F45q CMU PTWOOd 111191 1/4.55110 3/16" 1100 1/4" SE 1100 010 Stall 912 81e65 612 Slag A»a40Ma 190..017 A9pe0MOr Screw (G6) Sow (G6) 50e6 (G5) 2" 3-1/5" Y 0,40" 0.64" 0.324" 1.1N" 1.1/4" 2' 1.3/6" 14/r (sin nob 4) 488114 86416. 119216a 326164 420101 56016. WA 68064 WA 6526 84016. 1120199 WA N/A WA 1304164 1800 b 224016. 930199 1325199 230416 652164 64069 1120 Its 1404101 1320101 354616. 970101 1260 b 16601 s WA WA WA WA WA 1432101 0 b 440 b IN 326 I6. 420191 600169 WA WA WA 8520.1 94016. 11201• 1NCHOR CAPACITY A9JU8TMENTFORMULA: (pp )x ( ANCHOR P-.,e,,,a, ANCHOR `MULLION CAP -..„,,,,J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF 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. AU. 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 SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4.4570" .375" 1. X 4" X .375" MULLION i M 6 oY (13 s J 0 W a- m 10 z y 013 m z z � X 2 U X Q g PRODUCT REVISED ro complying wail int Florida Building Coda Accepts.. No Ex. rotom1.11156 M am 81 6 51•Rt7/f.1Y • 4 Product 4 11tH 111111//� Off.) Lnviv M��i� q�.•'�LGENSF '•.9 . i * No. 58705 ST TE 4".2.2•-...... A./LYNN M L ER FL P.E-p 58706 TABLE 8A 1.25"x 3.185" x .265" Alum Tube Mug 42 M 46 in 50.626111 64 In 601n 531n 6616 7216 7816 79 M 9016 48 In 105In 111 M 120 M 144 16 Mullion Geometry Table 116.161°) Opening Width (tor velticelly-spenninp muttons) or Opening Hi 9ht Or horimMalyspsnl8np mulions) 100 In 120 M 1401n 1601n R.ctMqulor 7np/Td.n5. R.cang8.r 710174.90 Racta1016r imp/Td.ng. Red.ng4.9 Tr.p✓M.ng. 10.0619 Lo.'Ing Lowing Loamy Lo.9ro Loading 10.4169 Lowing 1 II 11I. 1 II 1 h 1 Ig 1 I 1 i 1 II 11 /I lilililfl/Iflil111/ililHH11 601n 1 601n 701n I4c1.ng8a T1.1dTdling. R6c110uh6 Trap/TIMp 0.06.09619 170p714000. 10.4165 Lowing Loading Loading Lowing Loa Ing 1 II 1II 1 1111 II 1 hg 1 II HH I_l/ 11/HHil,HH I_lit 170 0 020 170.0 436 170 0 744 170.0 475 170.0 666 170.0 606 170 0 1192 170,0 516 1700 1116 170 0 021 170.0 708 170.0 624 170.0 850 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.01 677 170.0 747 170.0 654 170.0 996 170.0 031 170.0 1040 170.0 594 1700 1196 1700 723 170.0 1345 170.0 747 170.0 757 170.0 612 170.0 066 170.0 691 170.0 1116 170.0 754 170.0 1276 170,0 003 163.1 1376 170.0 037 170.0 006 170.0 701 1700 1063 170.0 797 150.5 1168 170.0 678 139.0 1156 167.4 060 123.6 1158 166.6 919 1700 030 170.0 746 ' 180.1 1051 170.0 660 107.2 1001 1509 862 120.1 1051 142.0 846 106.7 1061 132.3 637 167.1 967 170.0 789 130.3 567 151.8 006 119.4 967 134.0 790 101.4 567 121.5 777 62.5 067 112.5 767 126.7 804 136.2 696 107.3 804 1182 684 91.9 804 101.3 671 904 1104 914 660 71.5 004 84.1 860 109.4 722 114 4 530 01 2 722 97.2 816 78.2 722 55 3 605 M 4 722 78 7 695 80 0 722 70,6 506 101.2 685 106.5 600 54 4 655 59.6 560 72.3 605 78.5 577 63.3 850 70.6 565 56.2 686 54.6 550 06.0 515 640 457 54,5 616 670 440 47.1 515 501 441 41.2 516 44.7 434 369 615 400 428 64.3 463 56.6 404 46.3 453 47.1 397 368 453 41.0 391 33.9 455 364 386 30.2 453 33.0 379 35 1 366 39 0 323 31.5 350 326 366 27.2 365 25 4 313 23 8 356 25.2 308 21.2 351 22.7 304 19.1 35.1 330 36.6 306 25.3 336 301 301 261 335 36.1 257 22.0 336 23 2 293 166 239 30.9 269 17 6 27.6 290 26.3 204 23.2 290 23.8 260 169 200 20.0 256 17.4 200 15.2 263 18.4 290 18.4 240 161 261 16.3 156 -- - - 601n 9044 R010594r Tra6/T11.ng Loading Lowing 5501a1914a T1p✓7d.np Lew MO LoadIng 111 111 !I 11 11 11 1 II 170.0 1240 170 0 521 170 0 1406 170.0 021 170.0 1735 170 0 621 161.6 1760 170.0 621 1700 1417 170.0 560 154.6 1546 170.0 600 332.7 1045 1700 660 116,1 1040 170.0 600 187.0 1460 170 0 760 135.2 1488 170.0 756 119.3 1449 170.0 756 104 4 1466 170.0 756 146.8 1370 170 0 666 122.3 1376 170.0 861 104.0 1376 170.0 061 91.7 1370 170.0 861 111.2 1160 150.0 912 02.7 1168 144.6 906 79.4 1168 144.8 905 66.5 1150 144.8 546 961 1056 126.7 530 501 1051 1156 922 66.6 1061 1151 521 900 1051 119.1 621 63.6 957 156.8 759 60.6 967 1090 750 60.7 967 08.5 746 522 967 98.6 746 64.4 1104 78 6 943 53.6 854 72.3 633 46.0 604 65 9 625 40.2 504 95.6 629 64.7 722 65 5 580 46.0 722 54.0 570 39.1 722 66 7 565 34.2 722 55.2 564 50.5 666 60.1 668 42.2 685 54.3 540 36,2 666 014 537 31.6 605 60.7 535 33 0 515 37 4 422 27.6 615 33.1 413 23.5 515 30 6 407 20.8 616 25.1 404 27.2 463 304 374 22.9 453 28.6 369 15.4 453 243 360 17.0 463 220 066 255 20.6 300 16.0 355 15 0 293 336 10.1 265 TABLE 8B I Anchor Capacity Table (b) I Subta96. 2.79 Conovt• 36k Conc. NNW. CMU 6rla'Eloo Anchor Clip Pollens07161116 Tyq: 3116` Elco Ul4naon 144' EleaWncon Unl can 3/76• Eko Ullman 1/1• Eko Munn I Edge 1300110419n): 7 2-1/2" 1" 2.1/7 11/7 1" 2-11" I T 11, Em0.6mM1t Ona 1-214" 1-314" 1-314• 1.344- 2" 1417 1.117 1 1.167 2 0004607. 0 4 76410. o.c. / 0t.W ndCO (09. is 300106 39016. 400154 690604 1644 4, 270 08 260 ON 1 354 168 I 4 Mohan 0 1.17 Min. O.C. / Standard Clp (F10. 2)Y 450 6t4 70544 WA WA WA WA 300 0 I WA 1 4Ana91503" MM 0.C./ ) 265 Angle Clip. (Ft. 3) I 76016 7500 8000 156054 190616 64046 6600 I WA 4 050606. 0 0.46" Min. O.C. / 1 -Ci , IM0 1/6 Alum. (F . 4): WA WA WA WA WA WA WA WA 1 Anchor / F4:119 (Fig. 6): 10616 196 0 I 226 46 446 0 92216 1350 110 0 17716 (NOTE: FOR THE OFFSET CLIP. USE THE AMIE ANCHOR WA )ATT RN AND ANC 1OR VALUES AS TIE STANDARD CLP FIGURE 1: • O FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • O • O FIGURE 2: • • • FIGURE 8: • • • • • ANGLE CLIP MUST BE USED 1N PAIRS. TABLE NOTES: 2-1/7 1-114" 74011m WA 76016 WA 3704. WA FINd CMU • PT Wood MNN 1/4" 55 Elco 6/10" Eko 117 05 Soo 010 SMM 612 6968 012 8UN A00160.kr Amnon A131•0496. 9974M(65) 90184105) 8enw000) 2" 3.1/0" Y 046" 0.84" 0.327 1.1/7 1-1/7 2' 14/0" 1.345" 1..• 27096 4) 460166 054 16 11024. 22516 42016 060 08 WA WA WA 052195 0404, 11204. 53616. 580164 2384 be 862 46 84049 112016 N/A WA N/A WA N/A 143216 234 16 33216 59116 163 66. 2104, 260 4. WA WA WA 326 0 42016 50016 ANCHOR CAPACITY ADJUSTMENT FORMULA: x !ANCHOR CAP. .4„""") o ANCHOR CAP.., MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 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 AC( 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-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. 3.1 )8" ~1.250` -1 .r T .286" 1.25' X 3.168• X 255' MULLION (1-1/4" VF MULLION) TANT ALUMINUM TUBE MULLIONS N T6 8IY A W 0. S31J k54 2 K X y Q163 6 Q I 3 rca. PRODUCT REVISED 66 complyhy with Me Florida Building Code Acceptance No Ii i • Irate) Pete !1 iihillt4 PledUCt ISy Mi .111111111111/ 1'oN.1l T Iry M'''''', ��.•'v\GENSF ". F'P Fes: '•. * * :• No. 58705 So II LU • /, 'S/ONA� ALYNN . IWILLER, P.E. FL P.E.# 58705 TABLE 9A 1 160 In Reolengulr 7mp/Tnr9. 2 2 4 0.25 Ladino LoWro Alum. Tube Mullion 1 501n 0649088, Tmp/Tnang 101049 Lading Mullion Caoselty Tabes (Ib61R21 Opening Width Ow yeNcallpepannirz mulion6) or Opening H. ght ((or hori20ntalty-6pann ng mullions) 701n Rec1.00u1n Tnp/Tang Loading 108000 00 In 9011 ReclaNular TnpRdun0. A461550494 Trap/110n0 lading Loadln9 Lading Lo9Wp 10011 Rentarpdr tmp/Tdang. LOaro Loading 10 11110 11 a1 hi 111 111111 11111111 421n 170.0 620 170.0 430 1700 744 461n 170.0 706 170.0 624 170.0 660 50.626 N 170 0 747 170 0 563 170 0 096 1201n 5001an9Nr Laming 1 I_ TnWTMnp. Loading 1401n 00001.989 Tmp/Tan9 R4clen9u19 Loa0lrp Loading 100099 1 II 1601n 1700 475 170.0 668 170.0 506 170.0 902 1700 Ste 170.0 1110 1700 521 170.0 1240 1700 621 170.0 1495 170.0 521,) 170.0 1735 1700 170.0 054 1700 992 170.0 020 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 1417 1700 680 170.0 5700 170.1) 880 170.0 1003 1700 61 M 170.0 797 170.0 60 In 170.0 585 170.0 631n 1170.0 030 1700 512 170.0 960 701 710.0 1063 746 170.0 1116 170.0 1700 170.0 170.0 Twp/Tn.ng. 1086100 1h 521 170,0 1903 1700 521 680 170.0 2267 170.0 050 010 170 0 604 170 0 1196 170.0 723 170.0 1515 170 0 747 170.0 1494 170.0 756 170.0 1793 170 0 765 170.0 2092 170 0 091 170.0 1116 170.0 764 1700 1276 170.0 003 1700 1434 170.0 537 170.0 1591 170.0 800 170.0 1913 170.0 861 170.0 2231 170.0 707 170.5 1240 170.0 676 170.0 1417 172.0 944 170.0 1604 170.0 996 170.0 7771 170.0 1033 170.0 2125 170.0 1063 1700 2470 170.0 050 170.0 1302 170.0 010 170.0 1405 170 0 1015 170,0 1673 170.0 1076 170 0 1669 170 0 1122 170 0 2231 170.0 1180 1667 2553 170.0 061n 170.0 374 3 72 In 173.011083 ▪ 76 In 170.011122 • 7410 170.0 1161 9091 1700 1329 9611 147.4 1229 170.0 780 ' 170.0 170 0 579 170.0 170.0 937 170.0 170.0 967 170.0 1169 170.0 1276 170.0 1346 170 0 1361 170.0 170.0 1114 149.1 1305 106.0 101.6 1096 122.9 1229 127.0 10615 103.6 971 105.0 877 663 971 80.0 77110 95.4 919 Ina 032 70.6 919 81.9 1201n 76 8 790 761 716 62 9 756 94.6 71410 13 7 648 44.2 604 30.4 680 37 0 TABLE 9B Anchor C(p Petterne E7ge 009 5nce (007 7` Enbodlrr9D 0n): 14/4" 2 MOWN a 4.7r hart 0.G. / 8117000d (50. 11 1b. 4 Anthem 11 2,er M9( O.C. / Sl Clip fie 1.100. 8 Anchor 1.71" Mn. 0 C. / Standard Clip 1Ft9. 4): 905 b 4 Andrm Or min. O.G / (2) 296 Angle Clips (FIO. 6): I 780160 O AndhOr)g)r Ian, 0.C/(2) 296 Arple Caps (F10 0):, 11705 Substrata 000 170.0 1364 170.01 1002 170.0 1500 170.0 1006 170,0 1753 170.0 1165 1700 1946 170.0 1210 1700 2330 170.0 1276 161.9 2437 170.0 1009 170.0 1485 170.0 1 1126 170.0 1700 170.0 1229 170.0 1913 170.0 1316 170.0 2126 170 0 1307 146.6 2164 170.0 1488 124.8 2184 170 0 1090 1170.5 1670 170.01 1200 170.0 1704 170.0 1322 160 1 1060 110.0 1421 145 6 1980 170 3 1505 123.0 1960 101.6 1640 106.1 1900 154 0 1116 370 0 11811 170.01 1260 170.0 1842 175.0 1309 152.7 1881 170.0 1474 137.4 1661 103.1 1500 1140 1061 147.3 1475 98.2 1851 139.6 1219 127.8 1396 136 01 1199 111.0 1396 121.3 1179 99.4 1395 110.2 1162 69 5 1399 101 5 1147 74 5 1390 69.0 1122 63.9 1391 62.7 1071 106.3 1220 111.2 11001 91. 7220 90.0 1011 61.9 1229 09.0 1029 73.7 1220 62.4 1010 01.4 1220 72.2 093 52.7 1229 66.1 082 74.0 071 77 2 5411 64 7 971 864 037 57.6 971 91.0 626 51.0 971 56.6 815 43.1 971 10.0 706 37.0 971 44.0 810 66.1 919 70.9 696 80.. 019 1 62.6 794 63,0 919 68.7 784 47 7 915 51 8 774 387 919 44 0 766 34.1 019 40.2 706 63.0 786 1 45.4 806 41.6 700 44.4 677 37.7 700 40.6 060 31,6 706 34.0 663 27.0 780 31.0 496 31.2 548 31,9 491 27.3 548 1 28.2 486 24.3 640 263 479 21.8 646 22.8 474 10.2 546 10.6 464 166 646 17.2 2 76 Co onM% Anchor Typo. 3/10' Elco UIbo0On 2912" 390(60 7405 Cr5 3 Anchors f 1.80" MIn. O.C. / 0.Clp, Into 180' Aken. (FV. 7): WA WA 0 Anchor 00 0.84" Min O.C. / Upp, Into 1/r Alun (Fig 0); NIA WA 2 Anchors 19 2.er MM. O.C. / F•C6p pie. 0). 37016* 1 370 Ibe 3 014148 O 1 71' Mn. O.C. / F•C14 (F/9 1q: 300 to I 39016* FIGURE 1: • 00010 0 O FIGURE 5: • • FIGURE 2: • I 00 • 0 0 0 0 • 0 0 1I• FIGURE 7: FIGURE 8: • FIGURE 9: FIGURE 3: • 1001 • 0 0 0 0 • • 00 FIGURE 6: • Ao oor Capacity Table (b•) 3.COM.0 C6. 5/15' Elco Macon 2.1/7 2119 1` 1.91" 7 1.10' 0901W 76445 27000 1106 b 1424 b WA 191000 00A WA 16005 199816* 2340 b 2044 0a 51 WA WA 404 WA N/A WA 743166 7125 WA 79000 OM I6* 2705 1/4' Eco tretremorba 1.30' 460109 63000 75609 600109 10201M WA WA 81609 34006 FIGURE 4: • 0 0 • • 0 0 • • 00 • 00 00 00 • 0• • FIGURE 10 111 ANGLE CLIP (FIGURES 558) MUST BE USED IN PAIRS. 3/1r 560 Mow 2.1(7 1.10" 25000 850 as 7051116 580 b 6400. WA WA 26018 2000. Hdlow Well NNW CMU PT 1aco0 Meta 7/4' Eco MINN 1/4" SS El00 6(10" 0100 114' SS Ela SS 010 W 012 Simi 012 Mai .0996.09402 Lawton Ammrialor Screw (C05) 0010.0(06) Soma 6176) 1" 1.10" 354110 WA WA WA WA WA WA WA WA 21/7 7 34/7 7 0.4r 0.54' 0.324' 1.1/4' 1-1/4' 1.1/4' 2' 1-2/0" 110' (01410104) 740160 400100 004104 1182114 326 420151 deo ins 005 b WA 650 as WA 662 840151 1120151 790050 WA WA WA 9785 1200110 7880 la 700150 93816* 800 b 1304150 662151 040159 1120151 1140910 1404118 1320100 854688 57605 120000 1660118 WA WA WA WA WA WA Q0�74I� WA WA WA WA WA WA !Wu 34816* WA 440160 WA 32616* 420170 00016* MU 406160 440 b 119200 326106 420 b 960 IN CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHEET 21. 751 170.0 2301 170.0 758 051 170 0 2660 170.0 061 1063 100.5 2808 170.0 1063 1171 146.0 2565 170.0 1171 1258 132.9 2437 170.0 1286 1629 109.2 2184 170.0 1630 1636 92 9 1960 152 7 1631 1459 669 1061 137.0 1464 1106 65.9 1390 78.9 1096 977 46.1 1226 62.1 007 782 32.4 971 408 771 742 29.5 919 371 732 561 23.6 786 264 631 465 15.7 646 16.6 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.„ ) X r ANCH(f CAP.,,,,,,... ` 0 ANCHOR CAP.., S 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 CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN TI -10 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 SO OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BEA 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 436. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -2.000" .250' „"-- L JO' 2" X 4' X 25' MULLION PRODUCT REVISED a 00617150114 with 6110 Fladda Budding Code ' Acoep140ce No L1 5./16110695 •aJ • Mi^ 1 I04 ::::‘,..,.,4:y.15N181:1 M/��F i//.'•ENF'•.'P05 STA O =: '77SSIQNJ A, LYIJNMIRU. R, P.E. FL P.E.* 58705 Product TABLE 10A 2x8x.28 Alum. Tube Mu81gn 1 501n 60 in R0016609 Trapariono. 1094109 Lo.d60 a 2 11 ca 421n 170.0 401n 170.0 50.0261n 170.0 64 In 170.0 606 1700 036 66 6 126 7610 758. 0010 061n 101 In 111 In 1106 144 In TABLE 10B 1 1700 170 0 820 170.0 435 170.0 744 705 170.0 524 170.0 900 747 170.0 503 170.0 606 707 17001 612 1700 056 886 170.0 701 170.0 930 170.0 974 170.0 170.0 170 0 170.0 1700 170.0 1700 170.0 170.0 1063 1700 1122 170.0 1151 1700 1526 1700 1417 170.0 1594 170.0 1630 170.0 1771 126.1 1584 Anchor C(p Pa66m/ 5490 Dltlan0. 000 E 2 Ank. h 4 72 Mk. 0 C. I aundr.I d fI- 1 (((1 0 1Ancho0498"O.C./SI•0000 WO rMM 00 6 Aman 1.71" M6.0 0 5 Strldw cxp IFp. 40 4 656666 Q 3" MI6. O.C. / (2) 206 A41• Clea (Fig 60 1 Amphora 0 206. O.C. /a) 206 A4N C1p. 0619 8). 12 Mahon 01.6" Min O. / (2) 2.54001• C0)$ (Fp 7)' 4 Archon O 1.34' 406.0 C.1 11.018, Mlo 140 Non. (F(. 645 8 Anchors 0 0.82 Mm C.C. / U -C14. 050 fro" Aum. Oa 00 2 Mohan Q 4.ur MIS O.C. / F -C19 (F5.. 10): 4 Andral ®1 71" Min. 0.0 / F-Cn0 (FIG. 11) 170.0 126.6 745 780 678 037 067 1144 1232 1400 1454 1559 1446 1700 170 0 170.0 1700 170 0 1700 170.0 1700 170.0 170.0 104.3 Mullion Capacity Table (IbNN°1 Opening Width (for vertically -spanning mul8ons) or Opening He'ght (for horizonfaly-epanning millions) 70n 001n 006 100 in 1206 14061 Trop/T0•ng Rac5.rkplr Trp/21660 R•cl•n o0 Trap/T65 R0G•npul•r TnyT6r6 Rrd4000145 Tap/Thong RocNn .44, 760/111•n9. R1915151145r L0. 170 Loading Lo6410 104004 Loading Losdi4 Ladino Lo•dn9 Loading 106409 Loading Lowing 1 III 111 11.1111III 111h1 11 $ e II Il 11111flitflfl!Hi flfl11 flit 170.0 475 170.0 170.0 504 170.0 1700 631 170.0 1700 601 1700 1069 1116 1180 1276 1346 1301 1504 1700 1913 1966 2126 1604 Substrata Anchor Typo FIGURE 1: FIGURE 2: FIGURE 3: • • • 0 • •00 • • p•• 0000 o •0 0 o e. 0 o e• 0 o 11..10 0 0 • INI 'IGURE 6: IGURE 6: II • • • • ; • • 170.0 707 170.0 170.0 050 170.0 170.0 003 170.0 170.0 1050 1700 170.0 1000 170.0 170.0 1116 170.0 170.0 1325 1700 170.0 1434 170.0 170.0 1847 170 0 170.0 1700 170.0 1700 1860 1644 106.1 1426 894 650 1700 600 170.0 092 170.0 510 170.0 1116 1700 521 170.0 002 170.0 630 1700 1133 1700 891 1700 1276 170.0 677 170.0 1046 5700 694 170.0 1106 1700 723 170.0 1345 170.0 747 170.0 1116 1700 754 170.0 1275 170.0 803 1700 1434 1700 837 1700 1240 170.0 0715 170.0 1417 170.0 944 170.0 1504 170 0 008 170.0 1302 170 0 940 170.0 1456 170.0 1016 170,0 1073 170.0 1076 170.0 1304 170.0 1002 170.0 1060 170.0 1080 1700 1763 170.0 1166 170.0 1158 170.0 1128 170.0 1700 170.0 1220 170,0 1913 170.0 1316 170.0 1570 170.0 1200 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170 0 1811 170.0 1250 170 0 1042 170 0 1389 170,0 2072 1700 1474 170 0 1556 170.0 1496 170.0 2125 178.0 1653 170.0 2301 1700 1793 1700 1963 170.0 1022 170.0 2207 170.0 1794 1700 2500 1700 1962 170.0 2231 170.0 1670 170.0 2550 170.0 2079 164.8 2761 170.0 2271 140 3 2293 170.0 1932 170.0 2031 170.0 2149 151.3 2632 162 3 2246 136.6 2252 150 0 1001 136 1 2262 141.4 1964 1201 2252 127.2 1936 106.1 1864 01 5 1407 78.2 1064 80.7 1340 666 1064 72 3 1373 82.6 0.7k ("0005.1• 3/16" Eko Utraco5 1" 300 730 0 114015. 78000 16601. 166018. WA N/A 390 594 600 b 2-1/7 1.UP 390 lbs 790 140016. 790 00 1600 00 21001• WA WA 390100 700100 FIGURE 4; • •• • .• • • 0• • • • 00 • Anchor Capa6NY TabI. (lbs). 3.6k 1/4' Eko Ullrocon 6/".E500 3/16' Elco Ulr•con Ullracon 1" 2.1/2" 3-1/6' 1-3M" 1-3/4" 2" 450 00 800 164 0. 4 90014 1780. JG641W 101019 26066. WA 660106 159018• 1099618. 1300140 312016. 37621. 144018. 370018. WA WA WA WA WA WA WA 46016 510100 1632 00 50618. 1291100 WA FIGUR 8: 'IGURE 7: 1240 170 0 521 170.0 l400 170,0 621 1700 1730 1417 1700 680 170 0 1700 170.0 660 170 0 1963 170 0 1494 1700 756 170.0 1703 170.0 766 570.0 2642 7700 1504 170.0 968 1700 1013 1700 661 1700 2231 170.0 160(0 Trop/1d•ng. 140c1.401., 761910010 146404 lo•Aro Lording h 11 erg i I $gib 00 a 00 51 afi ads 170.0 521 170.0 1063 1771 1650 1940 2125 2243 2302 2558 21133 2781 2852 2252 1004 170.0 1033 170,0 2126 170,0 1063 170.0 2479 170.0 170 0 1122 1700 2231 170 0 1160 170.0 2803 170 0 170.0 1210 170 0 2330 170.0 1276 170.0 2727 170.0 170.0 1307 170.0 2550 170.0 1465 170 0 2075 170.0 170.0 1506 1703 2692 170.0 1529 170 0 3140 170.0 170.0 1584 170.0 2761 170.0 1700 170.0 3223 1700 170,0 1918 170.0 3100 170.0 2126 150.0 3413 170.0 170.0 2096 160.0 3100 170.0 2330 137.1 3190 100 6 191.0 2333 123.6 2781 140.4 2201 106.9 2701 1260 146.4 2216 113.6 2632 125,4 2106 576 2512 116.1 1161 1910 001 2202 008 1072 77,2 2252 00.9 06.7 1356 52.1 1664 66.0 1330 44.7 1064 40.2 HoOow CMU Farad CMU PT Wood Mr• 1/4" EICo Mural1/4" S0 Eko 5/112 Eko 1/4" 56 Elco 010 65.66 • 912 S1• 012 8061 099160910 U016005 0,6918/30460 Wow (05) Sown (05) Screw (Gin) 1" 2.1/2" 1" 2.1/2 2" 3.106" 7 0.42 054' 0324" 1.1/4" 1-140' 1-1/4" 1-1/4" 1-140' 1.1/4" 2' 1.350' 1-3/6" (6.501.41 170106 280 IN 364 IM 740 b 446 8646. 116`' IM lbs . 42010. 58010. 640 00 500 00 70018. 148016• I Iia I8. - 23W /04 8621. 040 I8. 1120 60 WA 640100 WA 10661. WA WA WA 13041. 16901. 224000 640 b 68016. WA 7501. 03018. 00015.. 2364100 062 b 40160 1120 IM 108010. 112010. WA 152018. 1872 In 1760 b 17291. 1304 b 1610100 2240 18. WA 132018. WA 1600140 WA WA 9/65 105618. 2520 No 3380 00 WA WA WA WA WA WA WA WA N/A 14321. WA WA WA WA WA WA N/A WA N/A 206416 27010.. 260156 364106 7401. 46614 652164 1162 b 32610 42016 560 5.t WA 47018. WA 633106 WA WA WA 64018. 64018. 112056 F: +UR (9 :PURE 10: 'IGURE 11: I. • •• • i..•o •• •l••� 10• 0 •• • 0•I • • • • • • • • • • • • • • • ANGLE CLIP (FIGURES 5.7) MUST 8E USED 114 PAIRS. TABLE NOTES: 170.0 521 000 1700 2287 1700 600 756 170.0 2301 170.0 756 601 1700 2550 170.0 661 1003 170.0 2633 170.0 1063 1171 170.0 2070 170 0 1171 1266 170 0 3117 170 0 1268 1520 1700 3400 170.0 1530 1894 1777 2273 2170 2234 170.0 3500 170 0 3803 130.6 3413 120.0 3109 92.7 2781 2128 564 2852 1836 67.6 2252 1305 30.1 1664 170.0 170.0 1700 156.1 110.0 106.3 61.4 44.4 1705 1796 2385 2420 2190 2095 1505 1283 ANCHOR CAPACITY USTMENT FORMULA: (DP,„) X ANCUUON CAP .1.-1- / • ANCHOR 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 114E 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 0.65. 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. i i 2" X 6" X .26" MULLION go m PRODUCT REVISED m c1.11pIyin$ with the Florida Building Code AccepteCS 00 PAY a /, 156,• 10.5..N/Mieli66//Ip By di0. '/0?/ Mlanl ' .. Product "‘"t 1f 1111//1 `\\\•0.N.(• LTrvry 41/4! �1.•IOENSF ••. * No. 58705 Az 7: t1 )I AU: 3T TE O• F� / ii .,FLOR)0?•'-Gj\: S' �\_ '// s/ONAL .• A. LYNN IWILLER, P.E. FL P.E.M 58705 TABLE 11A Mullion Capacity Table Obs/1l2) Opening Width (tor oer0cally-epennirg mullions) or Opening He'aht((or horimNa9y-spann'ng mullions) 60In 601n 701n 90 In 9019 100 n 1201n 140 M 180In R16.1000219 795)17490. Reclary 14 7upl70Nn9. Reclanp14a TnplTnanp R9etanlJr TnWTOanp. R9619no14r Tr69714ang, 5.011191400 7rap/1nan9. R9ctan914a1 Tr.p/0141n9. 6901en90ar 1495T0015 Rec64ngWr TnpT61g 1.28" 9 2.11' L0ad69 Landing La96p1 L09066 Lo.Ina 16514'5 Ladr9 Loa49g Loading Lowing g Lo.dn Lo411g Load% 10.4,8 Loading 1090649_ LLLasingdag Lasing • 6- Alum Tue MiN 1 h 1 II 1 1 1 h 67 11 h 1 14' il11111111il111111il11 II 111111111111111111 ilfiI'J11II1111fiIJ111111il31111 1 42 In 144,3 529 167,0 428 i 1202 626 148.9 419 103.0 520 1369 414 90.1 626 134.6 411 601 626 1941 411 72.1 626 134.1 411 60,1 626 134.1 411 616 626 134,1 411 461 626 1341 411 491n 96.8 403 106.0 333 00.5 403 94.7 326 69.0 403 eel 320 60.4 403 61,1 317 63.7 403 79.1 316 48,3 403 766 314 40.3 403 78.5 314 346 403 766 314 30.2 403 76.6 314 60 626 In 62.3 302 91,0 301 66.6 382 79.3 294 69 6 382 71 6 259 51.6 362 67.3 399 45.7 362 64.6 284 41 2 962 03.6 263 34.3 362 63.5 263 29.4 362 63.5 263 267 362 63 5 263 641n 97.6 319 74.1 267 68.5 318 64.2 261 465 316 67.7 269 424 319 63,5 263 37.7 310 60.6 260 33.9 316 49.6 240 293 319 49.1 248 24.2 315 49.1 248 21,2 316 49,1 245 60 M 49 5 266 63.1 219 41 2 268 46 7 214 35 3 268 40 7 210 30 9 258 37.2 207 27.5 269 34.9 304 24 7 269 33 4 203 20 6 266 32 2 201 17.7 258 32.2 201 16.5 266 32 2 201 63 N 42.7 234 46.0 200 96.6 234 39,1 196 30.6 234 34.7 192 26.7 234 91.6 169 23.7 234 294 106 214 234 26.0 104 77.6 234 29.9 193 16.3 234 26,5 193 13.4 234 266 103 63In 37.2 213 30.4 183 31 0 213 33 7 179 20.6 213 29.5 176 23.2 213 27 0 173 20 6 213 25.1 170 16.5 213 23.7 lee 16 6 213 22.2 167 13.3 213 22.0 169 11 6 213 22.0 165 72 In 266 179 301 155 23.9 179 26.6 162 20.4 179 22.5 140 17.9 179 20.3 147 166 179 18.7 146 76 In 24.3 161 26.4 ND 20 3 181 21.8 137 17.4 101 19 0 130 10 2 191 17.0 133 7919 22.9 162 23.6 133 16e 162 16.9 131 i, 18.1 102 17.6 120 TABLE 11B 1 390.14.194 Anehot Cep P999019 { Anchor Typl Edp9139Nn69 PMO Embedment ON'. 4 Anchors 0 r dila .C. / 42) 2x6 An" Cha Wt. 15 (FIGURE 1: • 2.79 Cawr6i6 3/10" Elco 111thnoon 1" 2-1/2" 1.314• 1414' 78096 76016 Anchor Capael* Table (Lbs) 3.68 Cow.( 1/4' Boo l8)16.61006bac9n Unman 3/16' Elco l .0006 1" 1 2-1/3 a -1/r ,• 1 2-1/2" 1-314" 11474" r 1.114• 1-1/4' 69016 1560 96 190699 64016 69016 • • • ANGLE CLIP MU BE USED IN PAIRS. TABLE NOTES; 7409016 CMU 1/4" Elco Macon V I 24/2"1-1)4• l 1.1/4• WA 7609» 1/4" 80 Elo. Ap19G9M r 1.114' 93616 FIl1d CMU PT Wood MNP 8/16' Elco 1/4' 08 Eloo 810 SNP 9126174 61266491 3866660 9,90,634146 80691 06) 081wv (06) 804969 (06) 3-1/r r 0.40' 0.54' 0 324' 1.1)6" r lair 1419" (see 9014 4) 66016 236416 - 652)0. 640189 143296 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. ANCHOR CAP TY ADJUSTMENT FORMULA: ( ) x ( ANC CAP„".,...) ,=ANCHOR CAP.,,. MULLION 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 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. USE THIS FORMULA TO OBTAIN THE CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR Tl -IE 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. 1.268" -I 2.1118" [.125" 1.28' X 2 11" X .125• MULLION (INTEGRAL FN MULLION) 0 J J w LU P UW • a i • J� • 02 u3 Z < X Z j N fV re X 2 O N Q PRODUCT REVISED as complying with the Florida Buildii59 Cook Acceptencc No ' 91 heti Vale :,(•1'411'1!i' a el 41 r. Miami 1 ode P t111111)1)/r �` NX LYNN M/! . . , lF 4 ,.•'�1GENSF '•,'P • i9: No 58705 II 3° • P STA E OF /iS`SfONAL....., , 11' A. LYNN Mh LAR, P,E. FL P.E.# 68705 -1 TABLE 12A 501n Rec5.n5Uar 3.25"30 L4a41n0 LOWing L04dirg DEG. AL -- - BAY MULL 60 In Tnp'Tn.n9. R.ObnOWr !I1 !I !I 1 Trap/Tdery Loading Mullion Capacity Table (Ibeft7) Opening Width (tor verlica0/-spanning mullonc) or Opening N6'pht (tor h0I 5(1y-9panrnrg ns5ors) 70 In 60 In ReclangWr Trap/11145. 0.otrg.r 7,43060% Loar00 Leering Lmdro Lading 901n ReolrpUr Trr4>/Tnon2 Loading Loading 100n 120 In 1401n 12ec18neWr TrytTNn5 RecWpWr AaplTMg. Rrolrlpnr Loading Loading Waling Loading Lm0in0 1 I 11 is i la is � is is i la is II if 11 ll 42 M 170 0 1 620 170.0 436 1700 744 170.0 178 170.0 666 170.0 006 170.0 002 170.0 65e 170 0 1118 170 0 521 170.0 1240 1700 621 170.0 1406 170 0 621 170.0 1736 48 In 17001 700 1700 524 170.0 560 170.0 664 170.0 002 170,0 630 170.0 1133 170.0 861 170.0 1275 1700 677 170.0 1417 170,0 660 162.2 1522 1700 660 130.5 1522 160 In 1540 .119 Re0rprr Loads% Weft 1 11 175.0 521 118.1 1740 170 0 521 170.0 660 114 2 1522 170.0 680 170.0 170 0 898 170.0 50.025 In 54 in170.01 747 1 07 170.0 66112 l 170,0 956 1700 601n 170.0 686 170.0 701 170.0 1083 170.0 63 M 170.0 930 170.0 745 170 0 1116 170.0 561n 170.0 974 170.0 769 152.4 1046 186.8 721n 140.8 680 147.9 704 117.4 690 1260 751n 110.7 700 1261 690 09 6 700 1064 701n 110.5 750 115.5 857 02.3 750 1 991 90 In 172.1 506 741 500 50 t 681 62 9 99In 58.4 495 611 10091 41.7 301 42.0 969 1 11110 964 370 90 2 330 11442%0 20 (0 90.4 917 20.0 299 I` 144 M 1 17.0 220 17.9 209 443 49.6 496 61.5 34.6 391 32.0 370 25.3 317 36.9 33.0 26.0 631 170.0 1046 1700 684 170.0 1105 091 : 170.0 1110 170.0 754 170 0 1275 797 167.0 1218 170.0 670 146.1 1218 170.0 1700 170.0 723 1700 603 160.4 944 120.9 1345 1353 1215 170.0 170 0 150.6 747 164 2 1443 637 144.3 1363 936 115.9 1215 170.0 756 1360 170.0 056 120.5 152.1 924 97.4 1443 170.0 789 117,3 1443 1363 1700 eel 105.1 1353 1215 146.1 019 93.6 1210 170.0 758 102.6 1443 170.0 756 170.0 551 90.2 1353 170,0 861 146.1 013 73.1 1210 140.1 913 930 150.2 1150 106.8 933 131 4 1100 681 130.8 1040 146.6 564 114.3 1040 748 100.6 580 110.5 794 860 550 670 , 66 5 790 95.3 563 74.6 790 044 79.1 750 99.9 692 69 2 750 401 61.5 085 54.8 463 46.1 003 153.0 133.1 100.0 55.0 77.1 18.0 914 116.8 650 101.0 722 76.2 652 88 5 621 51.5 476 401 1150 1045 680 700 790 503 141 9 BOB 105 1 1160 134.2 085 87 6 1150 126.7 811 75.1 1150 1294 839 91.4 1045 1165 830 76.2 1040 100.4 021 66.3 1040 72.0 712 70.4 590 86.2 703 05.7 800 79 2 090 50 3 660 70.9 643 59 9 790 71 7 035 49.0 700 65 1 624 42.8 790 70.0 612 66.4 760 66.7 605 462 700 59.4 504 396 760 44.4 469 361 563 40.9 462 30 0 563 36 2 452 26.6 663 126.2 670 05.7 1160 126.2 670 1082 818 67.1 1048 106.2 510 76.6 668 44.0 850 764 568 621 019 37.4 790 61.5 617 56.2 506 34.8 750 655 560 33 3 446 22.5 503 31.8 442 436 42 4 495 44.6 427 948 20.9 391 31.1 342 330 27 5 370 266 326 201 21.7 317 22 5 200 37,1 261 24.0 190 495 391 370 39.9 421 27.6 337 25.3 320 33.0 23.2 21 4 495 301 370 36.1 415 25.7 21.9 333 209 228 519 162 317 19.9 270 109 317 17.0 273 495 301 970 332 400 22.8 326 20.0 312 24.0 405 20.1 400 21.2 405 17.1 391 19.7 321 14.0 391 110 370 101 306 TABLE 12B Anchor Clp Patterns 2.76 Commis Anchor Type: 3116" Elco 2150060 Edge Dalin* (Kl 1• Embedment (M)' 1.3/4" 2 Anchor()) 5" Min lb.C. l (2)23609g* alp (Ftp. 1); 39316 4 Anchor ® 3.3' Min. 0.C. / (2) 2.5 Anglo plea (Fig. 2) 740 Pe 6 Anchors® 2.71" Mln. 0.0. / (2) 255 Anglo Cape (Fla. s)1 112065 FIGURE 1: •11 FIGURE 2: FIGURE 3: • • • ••I/•• ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • 2.112' 1-3/4" 35016 Anchor CapacI y Table fibs) 3 5k Cone 5116" Elsa Ultmmn 2-1/2" 3.1/3' 1" List' 2• 1.114" 89016 170065 27016 167016. 2526 km 640144 224616 225416 NIA 1/4" Deo tlarcon Y 04/4" 40016 no Re 79016 112016 06016 Hollow CMU 3/15 Elea Ultmca 1/4" Elco Macon TABLE NOTES: 2-112" 1.1/4" 28016 56009 840 Dm 1" 1-185• 354103 N/A WA 2.1/2" 1.1/4" 740106 112016 106965 154" SS Elco 5115" 11co Aaar.Gelor Utroon r 1.1/4• 486166 996191. tUA 3.016" 1•/4" 72016s 66016 132565 266 394 16.6 495 25.0 390 17.0 316 Flee CMU PT Wood Metal 1)4'•50 Elco 91065.85 •126150 412 35.81 AOgreWtor Screw (04) 60rw035) Same (04) 2" 0.46 0.54" 0.024" 2" 7.313' 116265 33616 236416 66218 145A 97516 1.250" (Me nolo 4) 420186 65516 51016 112016 126016 186016 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 ANO 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-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. 4NCHOR CAPACITY ADJUSTMENT FORMULA: . DF„) x ANC OR CAP.,,,,,.., \ . ANCHOR CAP.,„ MULLION CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN RIS 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. PRODUCT REVISED �� vs complying ng t Building Code Acapt&uco No ' Pale Dy Mi.m p " B 1\\\\1511511//r 1v.••10ENS6 . P • No 58705 • * / /w X - 7'O". :15 STATE O ;'�� SS 7, /ONA1- A. LYNN P.E. P.E. FL P.E.# 58705 TABLE 13A 3.26•' 46 DEG. AL BAY MULL 50 In 60 61 1244494811. Loading Macon C•oaclN Table (Ib9(5'l Opening Width (for vertically -spanning millions) or Opening H•'ght (for hOrizoNaly-,penning mullions) 701n 601n 00 In 1001n 7916/74106 0931686u61 7915100015. ReUr1541.1 Trap/P92. Reelagulr 71.5175419. 6404691481 7043/74870 6451100040 15. 091800 Ladino Lowing Loading 10.096 Looting Loading L04ding Lo.&6 Lain() Lood119 Loading 1 1 i II _lit 471 1 1 II ii 111111 744 1700 476 170.0 666 170.0 506 170.0 002 170.0 519 170.0 1116 1700 521 170 0 1240 170.0 621 170.0 1480 170 0 521 170.0 650 1700 644 170.0 502 170.0 630 1700 1133 170.0 661 1700 1276 170.0 677 170.0 1417 1700 660 1037 1637 170.0 660 1403 696 170.0 531 1700 1048 170.0 684 170.0 1195 1700 723 170.0 1346 170.0 747 1700 1451 1700 750 147.1 1552 170.0 768 126.1 950 170.0 691 170.0 1118 170.0 764 170.0 1275 1700 003 1700 1434 170.0 037 156.2 1456 1700 856 12D 3 1455 170 0 851 110 8 1063 170.0 797 1 170.0 1240 1700 878 167.1 1300 1700 944 1397 1309 1700 996 1257 1300 163.6 904 1040 1309 187.1 002 09.6 1116 1700 560 152.9 1247 170.0 040 142.5 1247 954.6 986 1257 1347 153.0 966 114.0 1247 1443 952 05.0 1247 136.2 936 014 700 1700 1169 170.0 903 140.4 1190 1637 965 120.0 1190 147.0 945 116.4 1190 1365 028 103.9 1190 1284 914 06.6 1190 119.6 966 74.2 877 134 7 1010 144.0 869 115.4 1010 127.2 042 101.0 1010 114 7 930 68.0 1010 906.6 817 80.8 1010 08.5 007 67 3 1010 90.9 705 57.7 752 114 6 908 122.0 776 90.1 900 107 1 761 05.0 900 06.2 740 76.3 006 05 2 735 69.7 000 62 S 728 57.3 006 74.7 716 401 754 105 0 081 112.5 730 00.0 061 00.0 725 79.4 861 88.6 713 70.0 001 01.0 703 93.6 061 76.4 604 57.0 001 66.1 581 46.4 874 08.9 048 72 1 604 591 648 02.9 554 51.7 646 56.1 545 460 640 00 0 637 414 844 47.0 530 34.8 040 41.5 519 29.5 500 56.8 600 59.1 490 40.7 588 51.4 401 426 566 45.8 483 37.9 580 41.4 476 34.1 500 30.1 470 28.4 564 33.4 459 24 3 405 30.0 449 41.2 305 34 2 MO 36.7 303 29.9 449 31.7 307 28.6 440 26 6 302 23 6 440 291 377 290 MO 22.7 888 17.1 305 56.0 428 37.9 379 31.5 425 32.8 373 27.0 425 20.1 307 24.5 426 20.2 362 22.1 425 24.0 sae 10.4 425 20.7 350 150 331 29.1 344 20.0 320 24,0 364 26.0 321 21.0 364 22.8 317 18.4 304 20.5 313 17.5 364 16..7 309 233 16.0 253 17.1 230 I 42 in 1700 620 170 0 46 M 170.0 700 170.0 606251n 170.0 747 170.0 54 In 1700 797 170.0 001n 170.0 695 1700 6369 170.0 930 1700 661n 1700 974 1700 7210 161.0 1010 169.6 75 in 137.4 506 143.0 70 In 127.1 061 192.6 901n 627 046 65.4 061n 082 601 70.1 108In 47 9 440 40.5 111 In 44.1 425 45.0 1201n 341 304 38.5 144 01 20.2 253 20.4 Ti 3 TABLE 13B Anchor Clip Patterns 435 170.0 524 ' 1700 663 170.0 812 1700 701 170.0 745 1700 12010 11.46141664.o T,9pR66r5. L6669 Wading 14561 1601n 6618790981 ' 741176105. 069814340 11417605. 1.04411n• Loading 1.4441115 Lod0g 1 � ii ii if if 80681•• Anchor Typo E904 06911149 00T Probed** 00) 2 Michas Q 5' Min. )I.C. /t2) C8p0 ¢q. 1): 4 Anchor 0 3.6" MS. O.C. / a) 203 An510 Gi96 (Pit 24 8 Anchors Q 2.71' Min O.C. / (2) 2x5 Angle cl .6 (Flo 3)' FIGURE 1: FIGURE 2: • FIGURE 3: • H. o H• • • • • 2 76 Cox** Anchor Capacity Table (lbs) 3.6k Cone. 6/15 0969 1090000 3115 E60 U0190011 104' 0400 0618011 1" 1.3/4" 390164 790151 1120151 2.1/2" 1-3/4" 390168 70015. 1120151 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 1" 1-3/4" 450158 793168 958106 2-1/2' 1-3/4" 09015• 1670 lbs 2240 les TABLE NOTES: 3-1/9' 2" 1700 64 2626168 2264 les 3916' 5906 U11140o 1-1/4" 270 es 640168 N/A 2-1/2" 1.144" 200168 560168 040168 H06. CMU 194 Eft Ulnae r 1-1/4" 364 its N/A N/A 2.1/0 1-1/4' 740168 11201196 1069151 1739 170.0 521 160.3 1671 170 0 621 1637 170 0 060 122.0 1637 170.0 680 1552 170.5 756 9104 1552 170 5 756 1455 170.0 081 97,0 1455 170.0 801 1500 157.1 902 786 1300 157 1 962 1247 135.7 936 71.3 1247 136.7 035 1990 116.1 603 64.0 1160 116.1 003 1010 07.8 700 60 5 1010 67.7 785 908 71.2 710 42 0 006 70.6 706 061 04.5 075 39.7 061 63.7 672 046 30 2 511 25 0 640 30.6 007 506 395 452 21,3 564 20.7 447 449 204 301 15 0 449 10 9 356 425 10.6 343 Fed CMU PT Wood MM91 s0 Eh0 5/16" Eno 1R' SS El50 600 0151 012 Mod 812 810.1 A45'6GM« 08,9011 49or004166 Screw (05) Screw (G8) 325061 (G5) 2" 3-1/5 Y 048' 004" 0.324' 1-1/4" 14/4" 2' 1-3/9" 14/6" GN note 4) 408 e. 720 98 1162 e4 320108 420IM 600106 036160 000151 23641196 062168 0401190 1120168 WA 1320168 N/A 070 )68 1200 98 1880144 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-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. 75NCHOR CAPACI ADJUSTMENT FORMULA: (DP„) X ( ANCHd."",,.,) : 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. 125" 45' BAY MULLION PRODUCT REVISED 60 complying with th4 Florid, Building Code Acceptance No Etc, *Hon ,.111111111/,, LYNN 4/i��7i ''.�.•' �10ENS& '•,'P ▪ * i No. 58705 ▪ it 3 ll STA E O '///;SS/OAL A. LYN '1//`,9,670.T VA.- kl LL'Ek P.E. FL P.E.# 58705 --j 1000" 1-- 2.0 )0" -"1 1.000' I- -.125" I 2.000" 1 .125" II 1" X 2" X .125" MULLION 8053-16 ALUM. X -SECTION 2.000' 375" X 2' X .376" MULLION 6083-18 ALUM. X -SECTION - STANDARD CLIP 6063.76 ALUM. X -SECTION 2 125" -1 1.000' r- - 2 `60" 857" 1' X 2.76" X .375" MULLION 808376 ALUM. X -SECTION 1-j 1--.125" Z1 '5" -- 6.500" - -- CUT HERETO .375" _ CREATE F -CLIP, SEE MIN. r DETAIL F, SHEET 4 .375" MIN. OFFSET CLIP 8083.78 ALUM TOPVIEW 2 STANDARD CLIP 6083-T6 ALUM. TOPVIEW -5.500" 1 (lib .125"---1 C .740"- ♦•-� 2 O 0.312• U -CLIP 8083-T6 ALUM. X -SECTION 338" MIN, u -CLIP 6003-111 ALUM. f p 11' X FOR D SHEETS 6.8 0.225" TYP. TOPVIEW -1 1.000" 1-- 2. 7:0` 125' 1" X 2.76' X .660" MULLION 8083-T8 ALUM. X -SECTION 338" MIN. U -CLIP 8063-16 ALUM. 1'X 1 X. yi ( MIN. IW U -CLIP 8083-76 ALUM. -I F" .125.' 2000" -1.000"-I 3.5" .125" 500" 1-X3.126"X 5"MULLION 8083-T8 ALUM. X -SECTION 2X6 ANGLE CLIP 8063-T6 ALUM. X -SECTION 0.312" TABLE B Mull Dimension (sheet 8) 1"X2"X.125"(5) 1" X 2" X .375" (6) 1" X2.75" X.375" (7) 1" X 2.75" X .650" (8) 1" X 3.125" X .500" (9) 1.2 x 3.+1285• 1.26" X 3.188" X .285" (12) MIJ� ONL ET 12 TOPVIEW 1.26" X2.11" X.125" (15) .125' 2X5 ANGLE CLP 6083.76 ALUM. TOPVIEW --1.250"- -I 1.26' X 3.188' X .286' MULLION 6083-18 ALUM. X -SECTION PGT Pada Mullion Std. Clip Offset Clip U -Clip Angle Clip 88805 666113M 8681118M 66624360 886511M 666008 666114M 666111960 66624460 06651260 66607 666115M 6681120M 660245M 66651360 68808 666116M 8861121M 666246M 886514M 86637M 6061116M 6881114M 666242M 686515M 66841M 6881117M 8861113M 66624160 868518M 89370 NIA NIA NIA 666517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. W 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" 1 .125` 2.118" .125" 1-.900" 1.28" X 2.11" X .125" MULLION 6063-16 ALUM. X -SECTION TABLE A IDimenalon Value (In) A B C D E A B C D E A B C D E A B C D E A B C D E A B C D E A 1.625 2.654 0.895 0.740 .450 Min. 1.125 2.404 1" X2" X .375" 0.635 Aluminum 0.490 Tube MulOon 0.450 1.876 3.000 1" X 2.75"" X 0.757 .375 Aluminum 1.118 Tube Mullion .450 Min. 1.312 3.000 0.478 0.838 .450 Min. 2.000 2637 1" X 3.125" X 0.863 1 .500" Alum For Mullion: 1" X2" X.125" Aluminum Tube Mullion 1"X2.75 -X .650" Aluminum Tube Mullion 1.137 1 Tube Mull .460 Min. 2.625 3.262 0.862 1.762 .450 Min. 1.813 1.25" X 3.188" X .286" Alum Tube MuN 1.28"X2.11"X .121" Alum Tube Mull o gig PRODUCT REVISED as complying with the Plat*de Building Code AcupNnc^No _fib E ,intion(lee +\11111111��- �a�°Ny\CENSE : * No. 58705 �••. II 311 � W • :TA.;E F -A. LYN1LtI2, P.E. 56705 - - 1.000" j- 4.00" 4.5"RT .125" 1`X4"X.125•' MULLION 8083-T6 ALUM. X -SECTION .125" .125" .881" 1.377" .126"� 1000" �- .126" //// .37- 5" 1"X4"X.376" MULLION 6083 -TO ALUM. X -SECTION 3.250" 30' BAY MULLION 6063.76 ALUM. X -SECTION .228"J,p87"-� 46• BAY MULLION 8063-T6 ALUM. X -SECTION 2000' 2.875" @ - 2.250" 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. O O r__ 12s• 1. STANDARD CLIP 6063-78 ALUM X -SECTION 5.500"- -- CUT HERE TO .376" CREATE F -CLIP. SEE DETAIL F. SHEET 4 _ -1 STANDARD CLIP 8063.76 ALUM. TOPVIEW -5.500• `0.312" O (FJ 375" L' + 0-1- 0. 0.312" .125"--L .--L .740"--F- OFFSET CLIP 6063-T6 ALUM. TOPVIEW O 3.0010" 2.15" U -CLIP 8083-T6 ALUM. X -SECTION X0.225" U -CLIP 608346 ALUM. USED FOR ALL 1' X 4" MULLIONS SIF wq 0,11 TABLE C Dimension Value (In) For Mullion: F 3.887 1"X4"X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1"X4"X.375" G 0.757 Aluminum I H 2.430 Tube Mullion fI F 2,813 30' Bay Mull F 2.875 45" Bay Mull ,.,.. 1-.126" '126.., 2X5 ANGLE CLIP 6083.76 ALUM. X -SECTION 0.312" --5.000" O .375" MIN. L.376" MIN. O ---- 0--- Q --c O O� 2X5 AN 6083.76 ALUM. TOPVIEW TABLE D Mull Dimension (sheet ft) 1"X4"X.125"(10) 1"X4"X.37111) 30 Degree (18) 45 Degree (17) Mullion 69364 66010 06849 88850 Std. Clip 666111M 668112M N/A N/A POT Part# Offset gig 6661122M 6681123M WA WA U•Clio 686241M 886242M WA N/A Angle Clip 686518M 088519M 8665110M 6085111M N. O.0 MULLS) " MIN. O.C. 1" X 4" MULLS) Z 0 J -J • IYA i• ID co, z O 2 z6 Z W ? a • 1 Q U < Q Z od cc O IL 512 oal I PRODUCT REVISED as complying with the Florida Building Code MeeWanca No Ex IrMhm Pie Miami ,tlllliiii \\. ,iIYNNMq�� N,'..64).F4) - * / Ho. 58705 01 ;733Q'•. ST 1-E OF A. LY40M1CLd1&, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) 2"X4"X 25'(13) 2" X 6" X .25" (14) PGT Part # Mullion Std, Clip U -Clip 66802 866281M 888271M 66604 868262M 866272M 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"-/i- - 4.000" 2" X4" X .25" MULLION 6003-T6 ALUM. X-SECT1ON 8.x• '10" 2"X6"X.25" MULLION 6063-T8 ALUM. X -SECTION Angle Clip 5685112M 6605113M 375". MIN. .375" MIN. 2.000" --I I- 125" STANDARD CLIP 8063-T6 ALUM. X -SECTION .125" 3.500"- .500"- 1.715" MIN. O.C. 1.490"-- 1.490" -5.500" -5.500" CUT HERE TO CREATE F -CLIP, SEE DETAIL F, SHEET4 0 T 0.312" .375' MIN. 2.81`6" 3.436" STANDARD CLIP 6063-T6 ALUM. TOPVIEW -5.500"-- CUT HERE TO -3.500" --- CREATE F -CLIP, .375" F _ SEE DETAIL F, I MIN. SHEET l 1.716" MIN. O_ C. O n --2.620"- STANDARD CLIP 6063-T6 ALUM. TOP VIEW 0.312" 4.108' 0 - 5.48" 2.115" U -CLIP 6063-T6 ALUM. X -SECTION -e ; 0 3.438" O.u37" MIN. O.C. U -CLIP 6063-T6 ALUM. MED FM?: X4" MU(&ET 13 TOPVIEW 0.225" J_ 375" pWI� T 1.344" O.C. L .O 10 - t - 5. 010 MIN. O.C. U -CUP 6083-T6 ALUM. Mtl LTO,W 4 -I I--.125" 2.000" 1 v 3.438' 0.312" 0.312" 2X5 ANGLE CLIP 0063-T6 ALUM X -SECTION ++ 125" 1- 3.000" MIN O.C. O 0 0 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW -6.000" - W Y Y 1 O W U A m O z �o J < J r F- I - co -• Z .375' MIN. cr 0 0 U 51 1 O) 1.500" MIN. PRODUCT REVISED at complying with the Florid* Building Code Acceptance No Ex lotion Dae By MI 5. Sib" \1\1111 Qejl/. �.1.;: 6fi‘ • 'v\OENSC ' "P .375" * ' No. 58705 O O 1 MIN. _ a . i 011 STA 6 OF 2X5 ANGLE CLIP /'��;SS/ONA�- 8083.76 ALUM. TOPVIEW A. LYNN MILLER, P.E. FL P.E.# 58706 EXAMPLE 1 SINGLE VERTICAL MULLION 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 *60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" 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 +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH • 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-56.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. MULLION LENGTH - NO ANCHORS IN HEAD SEE FENESTRATION PRODUCT'S APPROVAL SEE DETAILS, SHEETS 2-3 SEE DETAILS, SHEETS NO ANCHORS IN WINDOW SILL 32--- -II --I 1- MULL WIDTH -OPENING WIDTH -- EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -I I - 3Y +ER' ICAL MUL-ION LENGTH 4 OPENING HEIGHT FOR HORI2. NUL .ION T SEE FBESTRATION PRODUCTS APPROVAL\ SEE - DETAILS, SHEETS 2-3 SEE DETAILS, SLEETS T , j SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS/ - x-3 -_ / -4- 3S", HOW. I_ 3S", HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL -- - FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X .650" MULLION (LENGTH • 72", OPENING WIDTH • 70.) HAS A DESIGN PRESSURE OF +/-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 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 512 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-00.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 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 # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE 15 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/-65.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH 15 32"+72'41".1 05" 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 IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET 01K 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 2.76' X .375" MULLION (LENGTH • 108", OPENING WIDTH • 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS */-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE r X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH • 80") HAS A DESIGN PRESSURE OF +1-64.7 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 UMT, THE ADJUSTED OPENING WIDTH IS 38".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 98 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 FASTENERS EDGE DISTANCE. USING THE STANDARD CUP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12' 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 36" AND THE OPENING HEIGHT IS 32"+72"+2" •106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13. THE 2' X 4" X .250' MULLION (® LENGTH = 42', °PENN,* HEIGHT • 120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 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 FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS, WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REOUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE 15: +1-84.7 PSF FROM THE VERTICAL MULLION; */-170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 38" 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 MUWONS 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. PRODUCT REVISBD of complying with the Florid, Building Code Acceptance No - Ex i , +� # .01 (1111011 Pale By Mimed !41,114614+4, .�\111111111 , `\```l (LYN , * i No. 58705 EXAMPLES OF RECTANGULAR LOADING. LOADING OF VERTICAL. MULUON SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: SGD t�1 LOADING OF HORIZONTAL MULLION HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW GJ SGD LOADING OF VERTICAL MULUON LOADING OF HORIZONTAL MULLION PW LOADING OF HORIZONTAL MULLION MOTES: 1 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. — CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. i LOADING OF HORIZONTAL MULLION 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. PRODUCE REVISED as emptying with the FLofitL RwMing Code Acceptance No ration Bete , Florida Building Code Online /rit Page 1 of 1 SCIS Home tog In User Registration Hot Topics Submit Surcharge Stats & racts Publications FBC Staff SCIS Site Map Links Search Business Professional`Peodu tc Approval u .iai .,li:aiflu Proou:t Apg,.>d• > Frecuct or Apohcatron Se= --c > Application tail Search Criteria Ref re Secrcl- Code Version 2010 FL# 5684 Application Type ALL Product Manufacturer ALL Category ALL Subcategory AL: Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or NameALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# 'Type Manufacturer Validated By FL5684-R5jtevision Clopay Building Products Company Gary Pfuehler Hi;CGrV Category: Exterior Doors (513) 858-1490 Subcategory: Sectional Exterior Door Assemblies Status Approved `Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact US :: 1940 forth Monroe Street Tallahassee FL 32399 Phone: 550-487-1824 The State of Florida s an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement - t,Tessbilit-r Statement :: Refund Statement Under Florida 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 mad. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterWdbor.State.fl.us. Product Approval Accepts: Toll Brothers Lot # 59/D PGCC /Norton Openings: 2 Garage Door http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/2/2012 Florida Building Code Online Business Professional Page 1 of 5 SCIS Home Log In user Registration Hot Topics Submd Surcharge Stats & Facts Publications FISC Staff BCI5 Site Map Links Search ;'Product Approval USER Public user PrcoJctp r1.a. menu > Fib0ct c- Anoticat on Search > Application L S1 > Application Detail FL # FL5684-R5 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/ Phone/ Emaif 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Sectional Exterior Door Assemblies Evaluation Rerkirrfrom a Florida Registered Architect or a Licensed Florida 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) FL5684 R5 COI Certification of independence or Evaluation Entity - Gary PfLehier pdf FL5684 R5 COI Statement cn Irdecerdence of Era'uaton Enttv Scott9amiitan.pdf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgt45 H 1 a2 AP3I3N... 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 '4�d Method 1 Option D 12/19/2011 12/20/2011 12/27/2011 01/31/2012 FL # Model, Number or Name 5684.1 01 W8-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR25P, AR2LP, ED2SP, ED2LP 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. 5684.2 102 W7-09 PAN -2F153: 73, 75, 84A, 94, 98, 42, 428, 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. 5684.3 13) * Pagel/20 0 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 1FL5684 R5 II 104119-IBC-Re'v01_pd` Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 1.11215-A.df Created by Independent Third Party: No Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W7 Garage Door 03 W7-16 PAN -2F153: 73, 75, 84A, 94, 98, 42, 42B, 48, 48B, 4F, 4RST, 6RST Installation Instructions FL5684 85 I1 101702-FPA-Revl_.00f Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 1'1213-A.oaf Created b Inde.endent Thir. P. u Steel Pan (min. 25 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W7 Garage Door 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 kmpact Resistant Glazing available. ...'-ICI 1,1/1-cri4..3. owh, 7 , 98, 48, 488 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-1F171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL5684 R5 II 101309-FPA-Pev 15Qdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 111215-A.0df Created by Independent Third Party: No .teei ran Min. 24)a.) 16'4" to 18'2" wide WINDCODE® W7 Garage Door Installation Instructions "L5684 85 1I 102621-Rev07 p1f Verified 8y: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 85 AS CBPC 111215-L:df Created by Independent Third Party: No Double -skin Insulated (exterior skin 27 ga. min.; intenor skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions FL5684 85 II 101703 -FPA -Rev: Ladf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No http://ww'w.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgt45H 1 a2AP313N... 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 06 W8-09 PAN -2F153: 73, 75, 42, 428, 6RST 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. 5684.7 107 W8-09 PAN -2F143: 84A, 94, 98, 48, 4B, 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 08 W8-09 PAN -2F143: 84A, 94, 98, 48, 488 4F, 4RST (impact - resistant glazing) Evaluation Reports FL5684 R5 AE CBPC :11215-A.00f Created by Independent Third Party: No Steel Pan (min, 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions FL5684 R5 II 101296-FPA-Re:14.pCP Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 A_ CBPC :.1115-A.pur 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 FL5684 R5 11 103287-RevC4.:Cf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC L:12 5-2i1.,-.1` Created by Independent Third Party: No Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door with Impact Resistant Glazing 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 Installation Instructions FL5684 R5 II 103547-FPA-Rev05 pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 111215-A.pd` Created by Independent Third Party: No 09 W8-09 DSIEO-1M479: NDouble-skin Insulated (exterior skin 27 ga. min.; interior Coachman/Settlers/Affinity skin 27 ga. min.) with Overlay 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 Design Pressure: +54 PSF/-60 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.10 10 W8-12 C-DSIE-1F447: 3200, 3205, 3220, 240, 240G 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_uit): 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 12 W8-14 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, 5684.13 M1 Installation Instructions FL5684 R5 11 103436-FPA-Rev02 p f Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 1112:5-A.Ddf Created by Independent Third Party: No Double -skin Insulated EPS (extenor skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W8 Sectional Door, up to 12'2" wide, with optional Impact Resistant Glazing Installation Instructions 71_5684 R5 II )01705-BC-Rev08 rUf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL=684 R5 AE C6°C 1112.11-Aiiif Created by Independent Third Party: No Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional Door, up to 12'2" Installation Instructions FL5684 R5 11 102645-FPA-Rev07 f Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5584 R5 AE CBPC 111215-A.odr Created by Independent Third Party: No Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional Door, 12'3" to 14'2" Installation Instructions FL5684 R5 I1 103288-FPA-Rev03.od` Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684: R5 AE CBPC 11 i215-Adf i Created by Independent Third Party: No 13 W8-16 PAN -2F443: G45, G54, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwwDgt45H 1 a2AP313N... 7/2/2012 Florida Building Code Online 1GD4S, GR4S, E4S, ED4S, SS4, AR4S 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. 5684.14 Page 4 of 5 Double -Car (up to 16'2" wide) WINDCODE® W8 Garage Door 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 15 W8-16 DSIEO-1M479: Coachman/Settlers/Affinity 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 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. 16 W8-16 DSIE-1F171: 4400, 4401, HDG, HDGL, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, 5E200, 5E200 115684.17 _1117 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 OSIE-1F171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, 5P200, SF200, SE200 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 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. 19 W9-09 PAN -2F143: 93, 94, 98, 4F, 4RST, 48, 488 Installation Instructions FL5684 R5 I: 104067-FPA-Re',02pidf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 111215-A.,i:1f Created by Independent Third Party: No Gallery/Artistry/Expressions: Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (up to 16'2" wide) WINDCODE® W8 Garage Door Installation Instructions FL5684 R£ :1 104038-FPA-Rev02r Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 111215-A.pdf 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 Installation Instructions FL5684 R5 II 103560-FPA-Rc"C4.odf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 111215-A.o_5 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 Installation Instructions FL5684 R5 Il 101488 -FPA -Rev 13=df Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 RS AE CBPC :11215-A,Idf 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 FL5684 R5 II 101300-FPA-Rev1€.0�` Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE CBPC 1.11215-Idr 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 Installation Instructions FL5684 R5 :1 101028-FPA-Re/08.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE C6PC 111215-A.Ud( Created by Independent Third Party: No 84A, Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W9 Garage Door Installation Instructions FL5684 R5 is 101706 -FPA -Pe% 1-.pdr Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R5 AE COPC 111215-A..[,d` Created by Independent Third Party: No http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt45H 1 a2AP3I3N... 7/2/2012 Florida Building Code Online Page 5 of 5 15684.20 20 W8-09 PAN -2F443: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4, AR4S 1Limits of Use 1 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-58 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions FL5684 R5 11 104121-IBC-RevOl.oaf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F_5684 R5 AE CBPC 111215-A.c'f Created by Independent Third Party: No Go to Page sat 0 0 Page 1/20 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 8Sn-487-1824 The State of Ronda is an AA(EEO employer. Convrmhr 7007-2010 tate or Flonda.:: Priv _ Statement • • ACCeS9bhty Statement ': Refund Statement Under Florida law, e-mail addresses are public records. 11 you do not want your a -mad address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the once by phone or by traditional mail. A you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfaldbor.state•fl.us. Product Approval Accepts: igs I Norton �aCre: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt45H1 a2AP 3I3N... 7/2/2012 MODELS 24 GA 25 GA CLOPA IDOL HOLME5 MA. .4 73, 75 4RST BEST 40. 408 12. 426 SHORT NMI MY Of MOT -MOM COMM R 1445 o Mas ORMIO a Mn-»-n-•cis sTIMr CAE R48mE Mt )RIM FM IT It �oai[IaMO *MOO AN "IMO as OWES LOWER. AMOCO W/ IRMO6/COMM Mt 100-1,0C (101. t MI) MMl EOW( Q V MOM MOONS CORM. EE TA= FGRmax MOM =MOM 11104 16 GA PANTED 00 NUS MALTED TO DOOR SIN M1H PATENTED 100-1-1DC SY5701 MIM 46 Set KR A-4. (100. 000)00 t CENTER). le GA OM.Y. DOUBLE 00 5160 A1TN Mm O TOP AND BOTTOM Ra TUN PALMED TOG -L -IDC 5YSTEIL WI"/ 081 I l firm -7i 1--- T1�E711E�f*=iiHylr�. l_Ing iii IGS • In! I imr ��I I I - '�" 0111100. NEMS MINK. "MT RETIAL e4A 49, 106 WI 4T IM A 001015. OUTSIDE EYED LOM P091OR MAY DDM ROTH 4 2 ="1100TRE. RAMO MM(. PONIED 5780 (24 RAT /MIK )DASH. PANTED STILES (24 GA) 7(:27 08'ME. WORD PMS. ON.M. STSE6 (25 GA) P "•( 1 al. 1 (NOT TOM 2® Fax ATA0BLMI M 1949 TO 200 .EMAL BUE0N0 TYPE FASTENER 0)00 �Na -0• NEW t' SNP LATON ENG0.FS ONO VERTICAL TRAM. ONE KIP LATCH ON EA430* SCE OF NIEL STILE oursDEKEYED WHOLE 1.001 MOR DON 51•5440 PO' 1.000. HM MN D190/15 OF 748 I66AOR•�M0? 0048. 4000 1LRRO 010001501T. DOOR KM MECO PM MR EOM ONED ROD 98 AID MIX 6M 00U LORE! PROM (MF uwWT Of DCR 1001 FOR 4Nta) (2) u10 1O 0=4.15 USED AS Nil1t 801041 Mb8T. WOOLS WIN 3. MACK USE 1 3-171 ROLLER CORREA PM WE TABLE 1 NUMBER .00010 HEIGHT M SECTIONS. • M Mor woo N MaM STNM MN. 116 Or ON FORM 0A6100= .MAIC[ 1.0.0. RR SOMME BETWEEN WMR! STLE HI NDLE ' MIOMII0M O 4 OR M 1MSWM 51HMI » TIC 10 TND MO TM 110111LYO CO MOS (REDS S O MIMI 101011/ PMD MO HOC RCM M DOOR 6 155000 10 M r... -e"1" -"L"\01111,11. 4W SI 4 DORM DEEM IMO M 415 ID t -NM LL RD OMAR EOM M MAIL I WOOD FRAME 81111 nim -,5 2+4 WOO) 01111 SHOAL BE NOOSED 10 STBUCTRN WOOD FRAME ELEMENT. sTRucn R2 WOOD FRAME E.LOl1S TO B[ DONNED ST BUILDING PRM69O08 M RECORD BLOCK W 11 OR ON RET 210E W000 .MRI SHALL EE MOORED TO GROUT RDIFORCm BLOCK MIL OR CONCRETE COLUMN. BLOCK WALLS _pARNED�RCgOAINCCRREETE CONCRETE N3 10 EIE MOND M RMDRO PROFESSIONAL M RECORD. lGi -L@TRI�-7f�ATFI eiN 10 T1)0 SUPPORTING STRUCTURE M 111E PRESSURE TREATED 2013 WOOD YAMS SKILL EE AS NOTED ANNE OR APPROVED Br NN APPROPRIATE DESIGN PROFESSIONAL ANO M ACCORDANCE CORN CURRENT KUM CODES FORM LOADS LISTED ON TM ORAAM40. PREPARATION M YAM M °NIERS THE DENIM M THE SUPPORTING STRUCTURAL [TWITS SHALL RE DIE RCAOINOLIY M THE PROKIENOS4 M RECORD FOR THE 801D)AG OR 01RUCI4E 600 N ACCORDANCE WIM CURRENT RIRONC CODES FOR M LOWS LISTED M THIS DRANK. ALL MORNING M MACK, MOLES, HORQ0N0L MACS SUPPORTS. AND ALL OTHER DDM HMOMME TO SE )61N1lD PER CLOPAY INSTALLATION INSTRUCTIONS S)101.1 O 571+ DOOR MIEN MUMS OTHERWISE NOTED. DOM 040LAP (EACH 520 TEM ROOD MA SFE PRENNIANok mow wNTROO S irNat 1N23IOAED041Y0 WDm NW NM B lend -5/r LAD 100 NOT 10 14. 00 COMMON ANGLE ONLY IN 101008 OUT FOR YBLO TO STRUCTURE 41DCAWEIT K RP 2• my. STEEL MLT FASTENED 70 12 OA 4LY. SRR TMD OPS IMM OWNED TO 0O1 CW MM OM )/416/0 KATE NUN. EACH FMO( 410 ATTACHED TO COMOOOUB MOLE TWIN (2) 1/4. 0W RIVETS PO CW. STOP M8UD44 6T 80M RMTMLOT (TO SOH) 14 QA GARY STEEL ENG SIRE 113 GA GOY. Sim COKE END SCE 20 OA ELY. STEEL WUER. S.E� T COM IiNtji NST 7/111. ID KAM PUSH MR OR LOM Nor WNW (PCH NM 611060). zR O.C. 226 NORMAL YM SECTION WIDTH IMMIEMEir SECTION R -R OPTIONAL IMPACT RESISTANT GLAZING OE Ma M MOCTHMMMR 01ALM 6 MD TM SALTON ICBG DTE NOR -IO -TK -TM BECTON (WT WON° NNW We 6 16-1 1•. OWNS s S4IRTIOR Q lD(IM 61,2432T, AN *MVO CCI nam ILCOIONCE MR auL SD =TON LC FOR 606016. DR TABLE 2 I I PER 31.10OTER CL -C g 00LAL ONO L001)0 FROM DOOR) l FASTENER 1507E IN. N PM YEIRIKN Y4/ AMILLENDELKATIEN Kan IAs1ENED NYU Wom;Yre 1114 S/1511-5/0• L0 SCREWS VII W ROAD N4 W 0® 11. 0.C. L 2.OAIY. STEEL 1501 FARMED TO 1.151 M.Ir 4 1G4 12 M. .ALR. STM. 198 MACIEIN. 5108 Ep1yRR NUT FWD. TRACE ATTAR!° TO DON MACRT FlO SIIIEE W a ASO. CO TOO 1/OM 1i1 W BCOLT ANDS. r Eur (451 1NR1 METAL ANG P16 GA OALY. grFQ M11psct U 1 4161 TAPNNG SOEWrS PD1 00 NOG[ / 10 ENTER. +OLS W 4 -r RA 10364 1701 TIM 1610MN RDS OR 07434 1116 140 SAEEr MEM. 1010) *MIL WWF )TDR !ORD= EM ME MM 1/10 NOT M W4YL NAE A STIN 803707E FOR UK MMA 7/)r nARNur. lOIX.DEInI 2• 641 LOM 0040 WO VERTICIL MACK ONE LOCK 00)0) mF Of COOL 25 G MN 1-00 (M E211YALFM) COMM Sim OM MM 111 -01I PROER AO A .NSD -ON POLYESTER PAWED TOP CMN APPLIED TO DOM 800 M Sim AOL ILIAC AK= IMPACT AAO c7a2C TURIN 3 LISIm IIOa AL'CMON 10 11[ FUNIDADAWN 00.0E a THE WINS! IAL RAM0 LOC DOD M NCA -10) PM M 10114810. 00700 1) DOD= 07.4. T.) 005 NMI E' M 6071* N 6ROS5a OO SOK 5) NPI MOP ELOPE. MO 41E216IS M AmaOWEMMIS ACIMO 0 -MONOW4M0ONE M A OOlip DOOM 1.1TLIMO M10 NM 7*E0503 55 M 0510 COOS= LEOII I S L C ) ) NON wow MOR! OW IT Sr lr SG I TRAPS [OIYIWMATM• 00016 W TO I0. 544 I TUCK CONIGURATON 604E THE DOM OPENING 000 NOT .AL 7RAD 61PPOR1 Br MEDT TIE MNG Lan MTM.. DOOR R80ALLOt i0 RRF)vl DOO1 CWMO4YANC[ SYSTEM T-101OP.(L.° 13 4; CAW. °80 3. .GL TG4Lav)� � 1.oN1RA CA STEEL MAO BRACKET • 77 GAM STEEL 010A,2e3• TIP. 2-1/2-.12 OL GALv. 6881540163987505704 DISTANCE KNEE N'TA ER/CtPS MT TO ECG® 14 OG DoH) 1110 Irl• MM' '�� ry�(g� 1814 0=15 NO .tri. Tn a (.>FFi init) (1) 1040 MMONTT CO (0) -• 1i1 � ICalkelll RC00.r RAC al art 11/30/07 07/07/013 00/14/06 10/24/11 raoAty COMBINED CLOPAY. 26004. 0. ANO MAL 4/N. HOLMES NOW IN 12' ADDED IMPACT RE31544I UTE 00100*: )CREASED MAX. MINT. ADDED 11/0* 420 AND 400. REAMED STRUCTURAL NOTES FOR YOU: UPDATED W0*0MEEDS. /1M3/e• SHEET METAL 548)15 0 Ta13 4• SELF SOEWS MSG• 12 0A (ALV. TDP MEW701 0. ASE W a 1 A53*0 . TOPA[fIL6 ACK! NM (2) vsDOLTS AND IMS PO M61CKET. 5RP W ..REPS. 14 GS OILY. RDUER 459* �IMED ROME E )PAI . SHEET METAL AND (2) 1/4.11/4• SELF TOMO SCREWS. (SEE YEW b') 2-1/2• - 11-6/0 (TVP) MC -CHANEL 16 a 0L1 STEEL ME r T C -.CONE. PER DONT SELIOR. (1 1/a'V L SELF 1APPM SCREW PM 011E LODAtzR1 (SIE SEW - /4• COL 1 I4 a M.Y. 51W (7) PM DDM R.I.R. OPTONIL (V) MOPS MND lI MOM (NE SpWRY OLWm,1). 041 MI AMOCO ORM (2) 1/4.4/4• WU TIN+. at, Fre awTOONn [MOMCONI. ONE %�� Mw". ion ORA M 20011. TO NO NKR. SUED awl M: IMAM M 1/4-0080/1 SM MFRAN D SADA ED •Tml(I) 1/4• IRR WL A CINS0 0 11011 (S/]2- 05) WMO PM Y RI CR YYATI (2) 1444 e•HREYETAL SCREWS. ALUMINUM MTNMION t WM. 51+1)9848. $rm* A-4 (4737 98 LHR HOP M ONT ATTACHED MIN (2) 1/4.03/4. SELF TOMO SCRIMS Clopay Building Products Company mom Dammam 01 ROY Irma LaG%'flr11'A G" , ' )C ';;;i' ,,13.1[ I ,_; ,,='iP, 5,;241, _l LURK TOP RRI LET TMCM CONICUMT0It DOORS UP m 16'0• MG6 DOUBLE HON20M1AL 1RN0X TRACK COKIOURA11011 ABOVE M DOOR MOM. DOES NOT AFFECT M WIND LOAD RANK ///''' COIN TWO E ® MRFOR ILKLI '/ COORS 001 E' MOM r Ir ..01,1►:o H ; N, MI R run Mat fPLYI 1NL T�4�� A4R.xL MO)MIIRO s.01a :-R,1-. y1 Tic fi•a� 610•m6I 61104619 T WY ORAD Sim NAM MO NOLL .POT MONK .701•. AWE 11R0006:.4C IICIRODITAL N MTRA 0880.15 (TO 8007) BY®N tE CORO6 -12• OM CORD -r• -)r �>1K 06121 0INNWE MARS M. WESIOrIELD. P1. FL PE / µS6. NC P.E 123832. TO P.R. 51013 5. RIND 900 NO BIT N ND MD4111W SLOT IOOTML OM sip. TT -a/0 l.9 1AMW 6P9O ATM NAE NUM= a M HMD MOLTS (LL 3-1/2". 10•. Dr. N. Ir. ETC.).4870*44 LIG Wan town Al Ie. M•, t 4r 1110E ONTO. ESO 1110 LAY DIMS LOG40 .ENE YOMMI/SOKMD111P01 AMNON DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F. TEST LOADS: +63.0 P.S.F. & -72.0 P.S.F. CLOPAY BUILDING PRODUCTS COMPANY �AN-215 ILw, Ntr 'M m �' 8585 DUKE BLVD. 1I 7�0 W7 162"W K MASON, OH 45040 (513) 770-4800 IN'A 11/21/94 16200•104 R1i1WA1 r" MWW 2 -IN PAN +42/-46 16-2 X 16-0 0040 35 RnvbS .MEN 101309 16'0"H IBC rli CIOPar BUILDING PRODUCTS A (Ilion Company December 15, 2011 8585 Duke Boulevard Mason, Ohio 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 load 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: 101702-Rev1l. max. door size 9'O" x 16'0". +42/-48 PSF (des' J101309-Rev15, max. door size 16'2" x 16'0", +42/-48 PSF (design load) 101296-Rev14, max. door size 9'0" x 16'0", +46/-50 PSF (design load) 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-Rev11, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 101488-Rev13, 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 . ® Clopay 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', +46.6/-52 PSF (design load) 104121-Rev01 max. door size 9'0" x 16'0", +50/-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 Descriotion 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 Descriotion 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 5 FILE: CBPC_111215-A.DoC cam 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 -1E448: 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: GD2S°, GR2SP, GD2LP, GR2LP, 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 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, COX22. 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 ® 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;,,,, Scrq FiOrisia P. E. Nq Date: -f•z• 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 SCIS Site Map Links Search Business Professional ' g1U ERdPubHc Approval User �n•...:+....!„ua +� 1..... PLIC Approval Menu > Product or A!lpI oo Gen 5rarch > Application List Search Criteria Refine Search Code Version 2010 FL# 14665 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# jTvpe Manufacturer _ Validated By Status 1 FL14665-R2 Revision1,�.�_�erma-Tru Corporation Ryan J. King, P.E. Approved * History Category: Exterior Doors 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 Commission if necessary Contact Us :: 1940 North Monme Street. T*llahacsee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnaht 2007-2010 State of Florida.:: Privacy $tatement : - Accessibility Statement :: Refund Statement Under Ronda 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 OBPR's ADA web accessibility, please contact our Web Master at webmasterl6ldbor.state.fl u . Product Approval Accepts: Toll Brothers Lot # 59/D PGCC 'Norton Ir.:.ry1 ` st,untk - Openings: 1 http://www.floridabuilding.org/pr/pr app_Istaspx 7/2/2012 Florida Building Code Online BCIS Home Log In User Registration Hot TOpcs Business Professional,;s_?'Product Approval Public User Page 1 of 2 Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Prod Ja r"end >Urc;cu r� or V cant, Sear c' > APP “c PO L st > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By 14665-R2 Revision 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Therma-Tn.i Corporation 118 Industrial Dnve Edgerton, 011 43517 (419) 298-1740 nckw@rwbldgconsuitants. com Vivian Wright rickw@rwbIdgconsultants.com Exterior Doors Swinging Exterior Door Assemblies /J Certification Mark or Listing National Accreditation & Management Institute, Ryan ). King, P.E. Validation Checklist - Hardcopy Received Standard ASTM 01929 ASTM 02843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL14665 R2 Ecuiv f Stancaros.odf Year 1996 1999 2003 1996 2004 2000 1995 1994 http://www.floridabui lding.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 Products {Model, Number or Name Method 1 Option A 03/13/2012 05/30/2012 06/19/2012 Description 14665.1 a. "ClassicCraft", "ClassicCraft Rustic", "FiberClassic" or "SmoothStar" Series 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 14665.1 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 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: See INSI 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) "Impact" 8'0" Opaque Fiberglass Single Door with and without Sidelites - Inswing/Outswing configurations (X, OX or XO, OXO) Certification Agency Certificate FL14665 R2 C CAC 14665.1 RAP -11 Cert.Ddf Quality Assurance Contract Expiration Date 03/31/2016 Installation Instructions FL14665 R2 II Inst 14665.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14665 R2 AE EVAL 14665.1.cdr FL14665 R2 AE TT-Plastcs.l.cdf Created by Independent Third Party: Yes Impact" 8'0" Opaque Fiberglass Double Door with and without Sidelltes - Inswing/Outswing configurations (XX or OXXO) Certification Agency Certificate FL14665 R2 C CAC 1 4665.2 NAMI Ce: t.pdf Quality Assurance Contract Expiration Date 03/31/2016 Installation Instructions FL14665 R2 Ii lost 14665.2.D0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Parry: Yes Evaluation Reports FL14665 R2 AE EVAL t4665.2.cdf FL14665 R2 AE TT-Plastics.l.odf Created by Independent Third Party: Yes -Yt Contact Us :. 1940 North Monroe Street. Tallahassee Ft. 32399 Phone: R$0-487.1 The State of Flonda l5 an AA/EEO employer. crgpvnoht 2007-2010 State of Florida.:. Privacy Statement .: Acce55i111ty Statement, :: Refund Statement Under Florida 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 marl. If you have any questions regarding DOPR's AOA web accessibility, please contact our Web Master at webmaster&ldbpr.state.R.ys. Product Approval Accepts: EEI ® att.i ion urn http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsw8ZVN fe8A7fr... 7/2/2012 s' 2010 FBO -14665,1-2.dmg, fl -1 5 11-IERMA ITRU° THERMA TRU DOORS 37.75' MAX. FRAME WIDTH i 1 1 19 INDUSTRIAL DR., EDGERTON, OH 43517 � SMOOTH STAR, FIBER CLASSIC, t3 CLASSIC CRAFT & CLASSIC CRAFT RUSTIC a ff z OPAQUE FIBERGLASS SINGLE DOOR w/ AND w/o SIDELITES INSWING / TOUTS WING I g "IMPACT' GENERAL NOTES 1. This product has been evaluated and B In compliance with the 2010 Florida Building Code (FBC) structural requirements including the i8gh Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for saes, specification and ratings. 2. Product anchors shall be as fisted and spaced as shown on detals. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product comples with Section 1626 of the Florida Betiding 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 '1)" and includes Wind Zone 4 as defined in ASTM E 1996 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 masorry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a Incensed engineer or registered architect. Outswing configurations using threshold item #31 meet water infiltration requ*ements for"M✓HZ". Configurations using threshold items #15, #18, #33 and #37 do not meet the water infiltration requirements fol the "HV Hr and shall be installed ony 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 lo is less than 45 degrees. 7 8. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures 8 general notes Door panel details Smooth Star) 3 Door panel details ICIassic Craft) 4 poor panel details (Classic Craft Rustic) 5 boor panel details (Fiber Classic) 6 Sideline panel details 7 Devotions 8 Horizontal cross sections SHEET# 9 10 11 12 13 14 I5 16 DESCRIPTION Horizontal cross sections Vertical cross sections Vertical cross sections Buck and frame anchoring (X) Buck and frame anchoring (OX/XO) Buck and frame anchoring (OXO) Components 8ilt of materials and components a• El l 1 37.75" MAX. FRAME WIDTH w -"– 76.75" MAX. O.A. FRAME WIDTH -- I 1 1 115.75' MAX. OVERALL FRAME WIDTH 37.5 MAX. 37.75" MAX. FRAME WIDTH I FRAME WIDTH 1 1— 1.5" --I —1.5" MAX.. MAX CQNFIGURADON _ flR11ME DLO, UIMENS O DIMENSION --- 1.5" DESIGN E#E$SURE (15J) D $toll PRESS± to dNS►� NG .. oUE$WING fk?SlT1YE. NEGATNE " :rU31lIVE NEGATIVE X 37.75" x 98.00" N/A +55.0 OX / XO 76.75" x 98.00" 24.58" x 79.63" +50.0 OXO 115.75" x 98.00" 24.58" x 79 63" -55.0 +55.0 -55.0 +55.0 +50.0 -55.0 +55.0 -55.0 -55.0 -55.0 c Oo/27,/ 1 scup_ N.T.S. DWG BY: JK CHK. BY: LFS DRAWING NO.: FL -14665. 1 sec[r 1 or 16 6 0 6i 6010, '010 '3'd '1000100 .3 00p01 ,-L,C 7< :196 '0N 99099 10 6190:111,63u 0.693 1000a66p,d JO 0,090 9p10l4 L616'609'0I9 .'01,4 16600d 06900 'l! 00,100 000 '0e 'O'd '3NI 'SiNY1105NOO 01010'6119 oe 0 OC 8 :Lg 6i3Od•,d gwwn0o0 !! 0 Z HORIZONTAL CROSS SECTION �aV15 i-uoo 5) S11V130 l3NVd 8000 1 A8 547 :Al81I]SSV bO 1iId na1 - V718381 :10f10011d 04 0 16 z 0 LUuJ 1- w aeo 77 I Q •31r1 61NV1ln0N93 Ilnialtne 'M'a 1 102 0 SNOISIA3a 31V0 ON 1 ^ ^ 10 OOH13 9 NMV 9 '1833 01 03S1A3a Zl/9/f l I \ v? . '• •J co N ~ p 0 10 p_ NI 0 Y� g I 3 L'6,+PZ-1"59991-11\79d 0I0i0IPk1 )9M8 '0 \SO9I dd\00Lt -1091 fo 4\vappl refold\spafoy - V\11 36.00" MAX. PANEL WIDTH DETAIL A -A 0 0 J SO DOOR PANEL Classic Craft 000000000^ 00000000 0000 00000 00000000 000000000 00000000 0000 00,0 00000000 000000000 00000000 00❑000000 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 0 000000 000000 000000 00000000 0000 y^00000 000000000 y 00000000 000000000 00000003 000000000 4 POLYURETHANE / FOAM CORE \— PANEL REINFORCEMENT 0.023' THK. - #9 X 3" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 3A PANEL REINFORCEMENT 0.023" THK. DETAIL A -A Pone! reinforcement 00 e T p1A• 28 86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 3A TOP RAIL X1.45' OHINGE SLE DOOR SKIN 0.125 THK. Fy = 6,000 PSI MIN. 4.07'- 36 LOCK SLE 3D BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 135 3 PART OR ASSEMBLY: _o z DA E. 0i/2i/,1 SCALE. N.T.S. DWG. rn: JK CHIC. ST: LFS DRAWING Na FL -14665.1 SHEET Of 16 'ON '3'd 'IW.'. S j 0o00R1 C 196 !1019 00904,0414 *0 .10.99,03 uNa603 1000.fs/0. d l0 Ploog 00!3011 L616'669 C 19 :'0N 00.0d /�� 66Gff '14 000*OA OCZ 009 'O'd/jr�y '311! 'SLNV11f1SN00 ON!O1U19 :de 00iod01d . 0.wn.o0 O uJ.- LLI 2 ZNic io K 2 r (ousna .uvaO OISSV13) Aa S111400 13NVd 8000 1 15ll =A18V13SSV MO 12M8 nal - WIa3H1 .13n00Md K W z OG 0 Ere •ON! clr4vll119000 ON1011fe 'M'b 1 100 SNOISIA3a 31VO 00H13M Na*2Y 12133 01 03SIA3M Zl/9/C 0I ON t ", J b N • 0 i 0 t 0 k. Q 1H09H 1 NVd'XVW SCS6 - - 9'.P7-t•S994t-li\J93 OTOns6u000kJ 39M21*0\SO9T 4d\DOLT - t09T !ad\s0aPlod Pafo4d\s*a(nod - M21 601K* 'oN 3'd 10`3405 '3 un0`Kl £-�jf C 113 'ON uon 0xu0U(0y IO sln0,y!aiso usw!6u3 0U0,11.J0,d 10 PJ0o8 x09.13 L6t6'6t9'f t9 ,0 O0 C6CK '13 owlon OCL 'ifs 'SJNV1lnSN0o 0N30 fl9 :AB O*+odsJd sluaUnxO SNl a.�..,nfl M0O nn0 flO 'M'a lIOZ O (OISSd70 83813) A8 SN01S1A38 31V0 10N�I SlIV130 l3NVd 8000 SSI 001413,14f11 '1833 01 03S1A38 Zl/9/£ l �\ V 4 b :AlBn3SSV ?JO 1W,3 I e Z J g yb, v1I nal - VM1a3W1 I ; 4 :l3000dd 1 oe 0 w LuW cc 0' 0 Fe w tu Z // [IL 2 z S'�WZ-TS990T-11\,9 s OTOns5u!meJ0 Da%'O\S09T id\ 0LT - T09I 1o+d\slaPlal Perak! \ s3,8104d - y\b 36.00" MAX. PANEL WIDTH 24.58" MAX. D.L.O. I al DETAIL A -A SIDEUTE PANEL 00000` 00) DETAIL A -A Panel reinforcement INTERIOR 7--SI DELITE SKIN 0.065' THK. Fy = 6,000 PSI MIN. 1.54" .- STILE AND TOP RAIL 1 Woe 1.54" Li_ 6B IOTTOM RAtLlj SidelBe #8 X 2-1 /2" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 7 DIA. MAX. O . O 28.86% OPEN AREA MAX. C EXTERIOR Gt HORIZONTAL CROSS SECTION EXTE LAR ING TAPE \ PANEL REINFORCEMENT 0.023" THK. 1/2" I --.-GLASS BITE LITE FRAME 1"THK. GLASS DOW 945• INTERIOR • 1/8" TEMPERED GLASS AIR SPACE 5/37' ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1 /8" ANNEALED GLASS DOW 995 �� SWIGGLE GLAZING OR SPACER SIKA 552 Gi GLATING DETAIL • NOTE: DOW 995 may be el'urninated at door panel (Max Design Pressure = ± 50 PSF) EXTERIOR Ege INTERIOR - 6B 22 VERTICAL CROSS SECTION 6 SIDEUTE PANEL DETAILS z 0 __ Z U DATE Oo/27/I 1 z WALE: N.T.S. O*G. BY. JK ' CMI(. BY. LFS OIGwIMG MO.: FL- 14665. 1 SHEET 6 or 16 ® 2011 R.W. 5 0 1 0 MANUFACTURER KWIKSET HARDWARE TABLE MODEL KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTI -POINT LOCK: TONGUE GEAR SYSTEM O ' I rm o a a -o Z DA.:: 0.;/2: / . scxc: N.T.S. DwO. 8!: JK 040. vim LFS DRnw3D 40.: FL -14665.1 51400 7 Of 16 60K* 'ON "3 d 'IPholoS '! 0OPULI Z - L • C196 '0N n0iu0V4^V 10 010011100 O,Hu!6Y3 luuu!t1Hlo,d IP P1009 OP'1014 L616'699'C19 :'0N 000 9 969iC '4 o00IOA ocz 08 'O'9�� "SNI •S1NY1ln5NOJ 0.01,n9 :19 POJPOOI sluaw^P00 oNl sSNrAnn0000 ONPO1Ine 'M'O 1 1033' SN0ISIA3a SN01133S SS0a0 lY1NOZl 0H AB 00H13n sawn '1833 01 0351A321I Z%%c ON \ • I. V, ' j 1 �t 10 t Np g 1I o g O g 1 :A18►13SSY 80 Brod nal - VR83141 :13n009.3 ce 82O oe 0 uJ w 2'6M2-Ts99t1-Th 010nsf3w01 )999 'rns99i id\mtt -10911o1WaPloi p,0fold\sp21P1d - 818 HORIZONTAL CROSS SECTION 9 Inswing shown - outswing also approved NOTE 1. Sidekte screws (Item #14) located at 6" from each end and 6 more screws equally spaced (8 screws total per Jamb(. / 71/ I %XI1 14 SEE NOTE 1 HORIZONTAL CROSS SECTION Shown w/1X sub -buck HORIZONTAL CROSS SECTION 9 Inswing shown - outswing also approved EXTERIOR INTERIOR 1-1/4" MIN. EMB. (TYP.) 0.15" CSINK —{ mP.) SEE NOTE 1 HORIZONTAL CROSS SECTION Inswing shown - outswing also approved 1-1/4" MIN. EMB. (TYP.) 105- 1 Z u ogle: 06/27/ 1 SCALE: N.T.S. ° DWG BY: JK m' CHIC. er. LFS DRAWING NO.: FL -14665.1 0 sin 9 or 16 601rff '0N3 d 'lp!ui''S '4 uupuAl —zt £L96 'oN 0090ANWlnv IO p1eoyrya0 a,wuA6u3 pleas ep!1o14 Z616'659' t9 z'ON •uo d 565££ '14 1 O£L *a1 'O'd�� 'ONI 'SinrviinSNOO oNIOune SNOIID3S SSO8D 1YJ11213A A8 Sil :1,19w3SSN a0 1aNd nal - VW83H1 :Ag p•1paass alu•u,naoO :10f1004d as ('dlJ)'9W3 ('dAll'9W3 'NM .V/1-1 NIW,�/I-I NAM) 14,13 'MN/ ..t/1-1 0 E2 W ('dAl) ANIS.O S t'0 1V 1\N O 0 z 0 c 4 • ON, $1Nr1fneNoa €!Nieiine 'M SNOISIA3N 31V0 rON ^ ^ 1001-113w)favw 11830 01 0351A3a it/9/1 f ' �? J 1 Z ga 21 1 O t A V J I Ai 1 I$ ga Xit LO Op O uJ W O v \ Q i L � D� ('dAl) 19W3 'NIW,Y/t-I Q v • ('au) '9W3 'NIV 1/l-1 U` u c Ot'6A+PZ-Ts99p1-1d\9d 010ZDSM6 'a\509t id\OO1t - tO9t read\Stapled Pared\snafad - V4N SEE NOTE 1 '2; NOTE: INTERIOR VERTICAL CROSS SECTION I. Siderite screws (item #14) located at 6" from each end and ® center line (3 screws total ). EXTERIOR INTERIOR SEE NOTE 1 a IOR 7r__ NOTE 1 m® A VERTICAL CROSS SECTION Outswing confirgurafion VERTICAL CROSS SECTION 11 Outswing configuration .7 SEE NOTE 1 14 EXTERIOR u-/ j INTERIOR tJ VERTICAL CROSS SECTION 11 Shown w/1 X sub -buck TERIOR SEE NOTE I 4 l VERTICAL CROSS SECTION 11 j Outswing configuration 0 Ga VERTICAL CROSS SECTION Inswing configuration ti 0 PART OR ASSEMBLY: z �N ccN U jy § O W � O Z _ WE 06/27/ 1 2 SCALE N.T.S. owc. By: JK CHK er. IFS ONAWS4 NO• O: FL -14665.1 SHEET 11 Or 16 • 314i a1.0WS1fGN on aNiarIne rn.n 11a=� 60900 '01+ '3'd '11,10042S 'd 0o110[1 SNOISIA3J — ,- (x) JMNOHONV 3wd2/� AB 31V0 ON .0 �Z GIN >0na ' ^� 0196 'oh nosuo .nr 10 0...99.1 Sjl OOH13N AWN '1830 01 03SV.38 L1/9/F l \ vi u_ 'O CO 0,0001003 mudded/cud 1e o.a% ea,.., • .19t1]SSV 8O 1NVd 1-1 • t Z i CA [616'6C9'f 19 :'oN 0uo0d � ^I S6CCf '14 o0U10A OCT 009 'o'dO .. �, 'Doi 'Si 0118 803 01*0'1i09 VJ 11Nl - VW213H1 y� ..yy :1Ol0O8d I 1 1 1 3 b g l 4 A :R8 palod»ud 0100000000 .L592 S•6S Q� N O r v N 11 F s - 21 13NVd 21000 30NIH 01 Z 10 d01 1 - - 1 3SN1H „dA! o ® W WON 2 L LR 0 S SL e„-.. 213W30 NO I 'Xvw2•9l • . 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PRODUCT: 86.57 THERMA - TRU PART OR ASSEMBLY: LFS BUCK AND FFAK I BY ANCHORING OXO) 60" 59.5 48" I• i 13.21" 00 m �A m 0 00i Documents Prepared By: A✓ . BUILDING CONSULTANTS. INC. P.O. Box 230 Valriao FL 33595 I�- Phone No.: 313.659.9197 Florida Board of Professional Engineers Certifieato Of Aufhodootign No. 9813 L� J-- ?• Z Lyndon F. Schmidt. P.E. 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X xm7�`� \�^ �c00 II a O XO aa. O XO' -'6l-0 h� `100(.7.(r owem m 0 CV — — i <• 0 as 4e w n 40 i `v a a it 0 0,r1 c4 to M Cl 3 ? O,� li lZ • �y op MM �{ p Si p a m U 0 W LL O— Y — N 00 V' 1, m P O N V m N (V N N N m N l'7 M P7 th f7 T N O 91 '6Ai0Z-T S990T-11\Dad °TOZ\56uw.e60 0OM8 0\50911d\00LI - TOTE Iob\voPWd 16ofad\R>aby - V\Tl f s ti y )t t.v )L1t. 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 Summar'. Repori No.: TT -PL: ISTICS.1 Date: .11a1' 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 01460337-8 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 84-00a 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) Testing 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 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL -19665.1 Date: ,11arch 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 wl & wlo 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 bome 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. Test Standard Testing Laboratory Signed by TEL 06-1031-3 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. TEL 01460105.1 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. 3. Drawing No. Prepared by Signed & Sealed by No. FL -14665.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. ASTM E 1300-04 Glass Load Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 3/15/2012 PF 1605 Sheet 1 of 1 Toll Brothers MIAMIOELot # 59/D MI PGCC 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 (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 the High Velocity Hurricane Zone. 1 DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements 1 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 sealed 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 min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, sec 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 shalt 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 1. Chanda, P.E. Openings: 3 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.iniamidude.goy/peruf NOA No 11-1018,14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 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 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 sealed by Lynn Miller, P.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 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 (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 ® 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 $CC� ASk" I1 • e, Ishaq L 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 I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/18" LAMINATED: (2) LITES OF 3/18" Hl GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" H3 GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: V) LITES OF 1/4rr ta GLASS WITH AN .090 SGP INTERLAYER. Lib -11"LeitliINAI'EDLU. .4IIII (to1.I. P+ d MIN GrMt:t+//Tb ai INAItu:(1)LIItoUI-3/'IU' libtuuabbm1tiruv.vwLorrnau m1clal,tcn. Oldb-1 Ll11WMIEIII.ti.drib" I LA1.CAP +6/8 AR( A'YAut+II111 LHI6IIIMItU:(L)LIItisUF0/'Ib f7bLILAbbWI1PTAN.UtlU.7lirAIVICNLATtn. GSA -1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 6/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/18" HSS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING 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. 8. REFERENCES: TEST REPORTS FTL-5980, FTL-5993, FTL-8001, FTL-8014, FTL-8016, FTL-8017, FTL-6022, FTL-8023, FTL-6024, FTL-6025, FTL-8028, FTL-8031, FTL-8033 AND FTL-8038, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2006 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) ANO 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. 13-16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 6/18" 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 S34 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 8083-T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN 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. 5.1F SILL 13 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT. 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5.8 ANCHORAGE 7-16 DESIGN PRESSURES 7-9 ELEVATIONS 15-18 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22-23 Concrete Balm Anchorage Minimum Embedment and Minimum Edge Menne Requirements Reed end 8111 Jambs Concrete Un•O.00Wd CMU Grouted au TrimIMa. cowMln. Emb. MM. Ed Min. Emb. Min. Ed AUG Emb4 Mn. Ed 1/4" 1 3/8 21/2 1 14 2 1/2 1 34 21/2 6l 1 2/4 1 1/4 1 114 1 9/18 1 3/4 2 1/2 Elm Crete -Flee 884 I 1/4" 1 a/4 2 1/2 1 1/4 2 1/2 Not ReccmmeMM eco Macon Type DM. Elco Ullman 114" Elco CYet.4rbr 834 1/4" P41ook (Anchor Tension) Concrete (routed CMU Mln. Emb Min. Ed MM. Debi MM. Ed 1 3/4 2 1/2 1 3/4 2 1/2 1 8/4 2 1/2 Mol Recmmnended Rowe BF Bdr *nib= - - J.J. 10/11/11 C FBC 2010 CODE CHANGE aM.aF 4= M,MaM: SMC 01435/10 B PER MIAMI DADE COMMENTS MA SMC 11/1&09 APER MIAMI DADE COMMENTS own SC7 a Wb. 0r= P+1ook Mounting Adapter (Anchor Shear) Concrete Grouted CMU Min. Emb. Min. 04 1 3/4 2 1/2 1 3/4 2 1/2 MM. Emb. I Mln. Ed 1 3/4 1 1/4 Not Recommended 1070 TECHNOLOGYORME NOKOMIS,, FL 34275 P.O. SCSI( 1029 NOKOMIS, FL 34274 Concrete Strength Requirements TYp. Eleo Ultraoon Elco Crete•Flex 884 D.Ilnidons: Emb. • Embedment Ed • Edge Distance Min " Minimum de. 114" Mir 1/4" 2700 pts 3500 psi 3350 psi CONCRETE SCREWS STRENGTHS: Fy MIN. - 135 KSI Fu MIN. =177KSI Masonry alnngit Requirement' UngrouM.d CMU 31811.4 C-90 A31M C -SO with prow conforming Grouted CMU to Bedlam 2108.2 2.1.2 and 8009 0l the FBC. Wood Screws (H.ad, 8111 & Jamb.) In. Type In. Emb Min. Ed 012 Wood screw Ij 13/8" ij 1" Elco Crete -Flax 884 1 3/8" 1" UNLESS OTHERWISE NOTED GENERAL NOTES AN7b;,MAP SERIES 770 AL JMMJJUM SGD - LMI a"rrabrt seer Wr4 ` crasser 5/20770I NTS ) 1 o 23 I PGT0002 rt DUCT REVISES r.essegteE e4 0 tow Merl& W eft Areesheaw e11-101 •/tF lhadneles Rey 2 -/ / P.ES 58705 APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 SHTS. 7-9 Xp !t1 /n aka NI .Mir Tl SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 IT\ MY I.TM XO, OX, XX, XXp MOM, XXXO, OXXX, XXXX, POCKET DOORS: S: 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. r` r-- glLqk if" MT elk 4:k IfL. Cr %Lei" NEW, TLMF T SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 [a[' ire, ikr ikribr OXO, OXX, XXO, )JCX OXXp, XXXp CORNER, TYP. POCKET, TYP. s J.. 10/11/11 C •NO CHANGE THIS SHEET nova& am rowan: SMC 01A15/10 8 PER MIAMI DADE COMMENTS n..arn am meow SMC 11/1009 A PER MIAMI DADE COMMENTS oa:"ry. ,ow: m..ay P. SMC. 09p&D9 1070 TECHNOLOGY DRIVE NOKOMIB, FL 34275 P.O. 1199 1620 NOKOMIS, FL 91274 _QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI NTS I 2 + 23 I PGT0002 900770 4 AL,Ik 4111 Mover revise* • 0g0,1014‘ "M N. NM& dm/thawIthidths Cede N.h-101 • 4 eyr.we er. l . 11148701104 .111111111/,, \,‘" 0.Y LYNN • *:.• No. 68705 =-oa ; 0� .• STATE OF 4,: �",S"ONAL ENI` A LYNN MLLER, P.E. P.E.0 58705 SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 %I7 SEE D.P. TABLE, SHTS. 7-9 eh eh iL.iD L•lll umgr unk NV, it•>' LEI A% il:►iMiE,T I:♦I' N1 it.7117%LY r`•r OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS ,.....,: °.r 10°Ye. J.J. 1/11/11 C NO CHANGE THIS SHEET .x as w....c SMC 01/05/10 8 PER MIAMI DADE COMMENTS SMO 11/1/09 A PER MIAMI DADE COMMENTS 5•tl9 °.1.1 SMC1 08/0 0010TEGMOLOOYDRIVE NOKOMIS FL 34276 1 N621, OKO M 134274 rs•r J J QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI ..saawe 7 ""' ...+..la 900770 NTS 3 + 23 PGT0002 C rno.ucr.svi maquirlsi wiab oho 8185615 �..w 11_WNO ly�4 a$ adss.r. ilS 6...t.u. e.M APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-8 ,St iAt %1J Ir:l il•1 /'•1' ati NIT OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXX)OCXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 an WNW*: 10/11/11 c Aft awd. OVONro 1 oar gamma IK1l4i A 1 SEE D.P. TABLE, SHTS. 7-9 4TL 'L.1 11 4714:1 NEWLY NEWLY NEWLY Af Valk .A.YNLY T, X1.1 i1.1 OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp NO CHANGE THIS SHEET PER WAV DAVE COMMEMe PER MIAMI MDECOMMENTS P 0 W 10o. c1w+.48y °r. 08/05/00 1070 TECHNOLOGY DRIVE NOKOML9, FL 54278 P.O. SOX 1529 NOKOMIS, FL 34274 1 1 /S\1:1 %L1 ip WANLY VA ;FY NU, _QUALIFIED CONFIGURATIONS SERIES 77O ALUM. SGD - LMI ADM Ib.tD'0.A9,4 1800770 I NTS 14 -23 I PGT0002 Ic woautr wCV$5S1 . ono* lag MA Ow PINNY mega." Colt ski -1, 1.‘:f amplrolto �zjI 1 m 111.4.4141, ‘GrAtck•- f *MOW P.E.N 58705 EXTERIOR 3/16" HS GLASS .090 DBPVB .- 3/16" HS GLASS 7/16" NOM -71 2 3/4" NOM. GLASS BITE � � f 7/16" LAMINATED GLASS TYPES G3 EXTERIOR /4" HS GLASS —.• .090 OBPVB 1/4" HS GLASS 9/16" NOM. — 7 82.1,it" 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A wr.000. a.le 00"1.0": J.J. 10/11/11 C NO CHANGE THIS SHEET wm.y: awe rMlem" DAC0.,ra,e SMC 11/1809 A PER MIAMI DADE COMMENTS wow Ws far: 01001.0/r 0w.: SMC 08/0649 EXTERIOR 3/16" HS GLASS —r- .090 SGP 3/16" HS GLASS —� -+- 7/18" NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 'DRIVE NOKOMB• FL 31275 P.D. 1329 NOK . 0131171 (IZi71/4" HS GLASS ►-- .090 SGP -.- 1/4" HS GLASS 9/16" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A GLAZING DETAILS I SERIES 770 ALUMINUM SGD - LMI MODEM' REVISED r moupl log wili dw limiter Wile Ce ____ I-Inlfi•/4 miyM"Ilw OM •7 I L &si LYNN �•'*,cENse• r * ' No. 58705 <ll STA�E F .Z• SS/ONA.- •," II : 141= LYNN ** 0.1.406.0.1.406.w.` A. N Mll.�l t,'P.E. 800770 I NTS 15+ 23 I PG70002 I D AP.E.e 58705 EXT 3/16" HS GLASS - ► .090 DBPVB 3/16" HS GLASS ,~ 3/8" AIR SPACE 3/16" T GLASS 1" NOM. I - +- Z_._ T' SEAL DURASEAL SPACER —/ 1" LAMINATED I.G. TYPES G5 EXTERIOR 3/16" HS GLASS .090 DBPVB — 3/16" HS GLASS 5/16" AIR SPACE -� 1/4" T GLASS —+ 1"NOM. I- 3/4" NOM. GLASS BITE } 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A Mwdn nm: ft..,.I"W J.J. 10/11/11 C ."wary. LW 1.1010n: NO CHANGE THIS SHEET "O"uey: LOW WOW.: SM11/16/09 A PER MIAMI DADE COMMENTS 0001•14. ON" 00~ Oak 08/06109 RM 3/16" HS GLASS EXTERIOR .090 SGP 3/16' HS GLASS -� 3/8" AIR SPACE 3/16" T GLASS 1" NOM. L—. RUSEAL DURASEAL SPACER EXTERIOR 3/4" NOM. GLASS BITE 1" LAMINATED I.G. TYPES G6 3/16" HS GLASS +- .090 SGP 3/16" HS GLASS -.- 5/16" AIR SPACE 1/4" T GLASS � 1' NOM. i1 83 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 91276 P.O. BOX 1629 - NOKOMIS, FL 34274 } GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI s e..u.et I a.k I w.ae- soD77D NTS 6 + 23 In PGT0002 rammer maw** .M sAsekViseC.d c.w lb. l* Aw.Ioi 4 4HWiralL(117' P.E.9 68708 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. > HEAD& SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY PER PANEL H & S, > JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. 03.7/16" LAMNATE)GLASS - (3/16" H.S. / PJB / 3/16" H.S.) 03A - 9/16` LAMWITED GLASS - (1/4" KS. / PJB / 1/4" H.S.) G5 - 7/16" LAMNATB) LG.U. - (3/16" T&P. / AR / 3/16" KS. / PVB / 3/16" HS.) G5A - 7/16" (ANIMATE) I.G.U. - (1/4" TRIP. AR / 3/16" KS. / FNB / 3/16" KS.) NOM. PANEL FRAME WIDTH SIDE IGLASS TYPE - 3, 3A, 5, 5A H&S 24 JAMB P -HOOK GLASS TYPE - 3, 3A 5, 5A H&S 30 JAMB P -HOOK GLASS TYPE - 3, 3A, 5, 6A H&S 36 JAMB P -HOOK GLASS TYPE - 3, 3A 5, 5A H&S 42 JAMB P -HOOK (GLASS TYPE - 3, 3A, 5, 5A 48 IJAMB P -HOOK 80 0 U 5 0 U U N M O N +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 5 480 -80.0 C4+1 10 6 C4+1 C4+2 10 10 5 5 480 -80.0 C4+1 C4+1 I C4+2 10 10 ll 10 5 5 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 6 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 5 Uzp +60 C4+1 10 5 Anchor Tloot' 11) '1/4" B.AO ULTRACON (FORMERLY TAPCON 2) "1/4" SS4 CRETE -FLEX 3) '5/16" U.TRACON 4) 1/12 STER. SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 84 90 U 6 M `f (V -80.0 C4+1 C4+2 10 10 6 16 +60 -80.0 C4+1 C4+1 C4+2 10 10 10 5 5 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 6 5 +80 -80.0 C4+1 C4+1 C4+2 10 10 10 6 5 6 +60 -60.0 04+1 10 6 C4+1 C4+2 10 10 6 6 ZU U N U 6 «1 lV +60 -60.0 C4+1 C4+1 C4+2 10 10 10 6 5 6 +60 -80.0 C4+1 C4+1 C4+2 10 10 10 6 5 6 +60 -80.0 C4+1 I C4+1 104+2 10 10 10 6 5 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 8 6 6 +60 -80.0 C4+1 1 C4+1 1 C4+2 10 10 10 6 6 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE WAI EK UN 15 46,6/ l'SI- MAX. W71tN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4", 31/4" AND 21/2" SILL HEIGHTS ARE 1 tS I tU PUK VLA I Lel RVI -IL I KA I IUIv 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. U U U U N y inN +60 -60.0 C4+1 C4+1 10 10 6 5 +60 -80.0 C4+1 10 5 C4+2 10 5 C4+1 C4+2 10 10 6 5 +60 -60.0 C4+1 C4+1 C4+2 10 10 10 5 5 6 480 -60.0 C4+1 C4+1 04+2 10 10 10 8 8 +80 0.0 '04+1 C4+1( C4+2 10 ( 10 it"' 7 7 7 = EXAMPLE O ' ET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH LOW M® HIGH n1w .J. 10/11H1 O NO CHANGE THIS SHEET ROOM' uwr /MOM 1070 TECHNOLOGY DRIVE OMC 0103/10 8 PER MIAMI DADE COMMENTS NOKOMIS, FL 34278 I1M"Iy. I"M: Rwlan: SMC IV1300 A PER MAMI DADE COMMENTS Oman S O MC A 000•01.0 0"fe P.O.84K 1620 NOKOAIS, FL 34274 1-1/2" WA 2-1/2" +48.67 PSF PSF 4" +60.0 PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" STANDARD ASTRAGAL STANDARD STILES 5 L• 90° OUTSIDE CORNER 90° INSIDE CORNER OH HEIGHT - OH LENGTH I OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER 1� SEE NOTE 3 I DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI I. 9G 4 ;1 'I NTS I ~7 + 23 I °'"" PGT0002 Ic fie#RUCT AMU. Wills Pas AvelprineNo 11-101 11yIfd M "Xi 1 I'- .. �11111III,, LYNN MgAF.... '•. R lc : No. 56105 ?- = �= STATE OP FSS/ONA" IfI A. LYNN'MLIIiR, P.E. MO 68706 DESIGN PRESSURE MD ANCHORAGE - UN -REINFORCED . HEAVY DUTY STILE - STANDARD ASTRAGAL 11E90 & SLL (11&S) INTERLOCK & STRAIGHT & CORNER ASTRA GAL CLUSTER PLUS INTEALIIlNTE ANCHOR QTY. PER PANEL 44 0, > JAMB ANCHOR QTY, >P -HOOK ANCHOR QTY 04 - 7/16" LAMINATED GLASS - (3/16" HS / SGP/ 3/16" HS ) G4A - 0118" LAMINATEDGIASS - (1/4" H.S. / SGP/114"118.) 09-7116"LAMMTED IGU, -(3/16"TSM. /AIR /3/18"HS / BOP/ 3/16" HS.) 06A-T/16"LAMMTEDLOU - (1/4"TOM./AR/3/16"H$ / SOP/ 3/16"HS) 80 84 90 UU U NOM. PANEL FRAME 3 WIDTH SDE 1n GLASS TYPE -4, A, 6,11A 60.0 80.0 60.0 -60.0 60.0 -60.0 I H68 C4+1 G+1 I C8+2 C4+1 I GN C8+2 CIN G+1 24 ``1 JAMB 10 10 10 (0 10 10 10 10 f HEIGHT 96 ' 102 Nig f N N f N k "- 60.6 80.0 60.0 -60.0 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 10 10 10 10 12 12 Anchor Types: 1) "1/4" ELOO ULTRAOON (FORMERLY TAPCON 2) "1/4" 8S4 CRETE -FLEX 3) "6/16' LILTRACON 4) 812 STEEL SCREW (OS) SEEANCHOMOE NOTES 1 6 2 ON S1EET 1 X f 60 0 C6+2 C4+1 12 12 TABLE 2.. 108 114 120 NN. f N (•11 f N M f N N N " -60.0 60.0 -60.0 80.0 -60.0 C4+1 C61+2 G21 I G21 C8+2 C441 C4+1 C6 12 12 12 +2 126 6 -60.0 0 G+1 C8+2 12 12 P -HOOK 6 6 6 6 6 6 0 6 5 5 6 1 5 0 8 1 6 8 � 6 j 8 6 1 8 8 6 GLASS TYPE - 4, 4A 8,8A 60.0 -60.0 60.0 800 80.0 -60.0 60.0 40.0 600 -60.0 80.0 -80.0 80.0 -80.0 60.0 HMS C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 GN10 1 10 10 10 10 C6@ C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 P -HOOK 5 I 10 6 J 5 6 10 10 I 10 6 I 10 6 6 6 5 5 5 J 10 6 6 6 6 6 12 12 I 12 12 l 12 6 l 12 6 6 6 12 12 1 12 8 6 J 12 6 6 GLASS -4, 4A 6,6A 60.0 -60.0 60.0 -60.0 80.0 -80.0 60.0 -60.0 600 -60.0 60.0 -80.0 60.0 40.0 80.0 -60.0 H48 G+1 G+1 C8+2 +1 +1 C6+2 +1 +1 C8+2 C4+1 +1 C6+2 +1 at (:8+2 C4+21 C42+1 CB+2 G+12 121 C4+21 C62+2 G+1 C412+1 C6+2 P -HOOK 5 515 G 5 6 1 G G 5 5 5 1G 5 5 8 1G 5 1 G G 6 6 J 6 I 6 8 6 8 7 7 J 7 7 7 I7 IGLA88 TYPE - 4, 4A 8,5A 60.0 -600 1 60.0 40.0 60.0 -60.0 80.0 -800 60.0 40.0 80.0 40.0 1 60 0 -60.0 60.0 -80.0 gg5g I1163 G G11 GGN GN1 G2+1 +1 C8+ I +1 C4.1 C8+2 C6+21 +1 C1+1 CGG6+2 +1 +1 C6 G G+2 +1 +1 C812+G G2 +1C4+1 C8+2 +1 C4+1 C6+2 42 P P-H0OK 5 I 5 J 6 1 5 6 5 1 6 6 6 1 8 0 6 6 8 7 1 7 7 7 7 7 6 6 0 8 (GLASS TYPE - 4, 4A 6,6A 60,0 40.6 1 80.0 80.0 1 60.0 80.0 1 60.0 400 1 60.0 80.0 1 600 80.0 60.0 -60.0 60.0 80.0 48 1168 C1 C4+1 C8+21 C4+1 C4+1 C6+211 C4+1 C4+1 IJC6+2 C4+1 C4+1J 06+2 G G C4+1 C4+1 C8+21 +1 +1 C6+2 C4+1 10 I 10 10 10 1 12 12 12 1 12 12 12 121 C4+1 C6+ 1 2 C4+1 C4+1 C6+2 10 10 10 1 10 10 10 1 10 10P.HOOK 5 5 J 5 I 8 6 6 1 6 6 1 6 1 7 7 7 1 7 7 7 1 6 8 8 8 1 8 1 8 9 9 9 C4+1I 12 12 12 12 12 GLASS TYPE - 4, 4A 6,5A 60.0 40.0 1 60.0 -60.0 I 60.0 400 I 800 -600 51168 C4+2 C4+2 C5+21 C4+2 C4+2 C8+21 C4+2 04+2 C5+21 C4+2 C4+2 C8+2 54 JMB 10 10 J 10 1 10 10 10 1 10 10 10 1 10 10 10 P4KODK 8 8 6 1 6 8 8 1 6 6 7 1 7 7 7 IGLASSTYPE -4,4A6,9A 60.0 401..0 1 60.0 -60.0 1 80.0 -60100 L.$04 400 C4+2 C4+2 C6+21 C4+21 C4+2 C5+21 C4+2 C4+2 C5+1.2(I C4+2� C4+2 C6+2 106 15 6 1 8 1 8 16 1 7 7 1 7 1 7 1 7 18Niel io 0 H48 60 JAMB P.HOOK 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.87 PSF MAX WHEN USING THE 4' SILL POSITIVE DP IS 80.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL 18 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. J.J. 10/11/11 C NO CHANGE TF118 SHEET ROM EV UM: 1",rw: O/AMhO 8 PER MNAMOADE COMMENTS OT( MO: 101118M: BMC 11/1699 A PER MIMIDADE COMMENTS � � «.A..ro a«. 08175/09 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1629 NOKOMAi, FL 34274 PANELS OVER 48" WIDE NOT AVALABLE OVER 98" HIGH OEXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLASH - 1.1/2' WA LOIN - 2-1/2' +48.87 PSF - 3-1/4' +60.0 PSF 15311 -4" +60.0 FBF SEE NOTES 1-3 OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH - OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 D ANCHORAGE 1DP SERIES 770 ALUMINUM SGD - LMI 800770 NTS I 8 « 23 I a..r. PGT0002 I0 -,111111/I/,,_ o�l LYNN ,Z.•• JCENSE '. No. 58705 o11r1 W_ A ' STA E OF 2: '';FSS/OI NNo�" A. LYNN MILER P.E. P.E.Y 58705 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - HEAW DUTY STILE - HEAW DUTY ASTRAGAL TABLE 3. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERI EDIATEANCHOR QTY. PER PANEL H & S, > JAMB ANCHOR QTY. P-H00K ANCHOR QTY. Anchor Types' G4 - 7/16" LAMINATED GLASS - (3/16" H.S. / SGP/ 3/16" H.S.) 1) '1/4" aCO ULTRACON (FORNERLY TAPCON) G4A - 9/16" LAMNATED GLASS - (1/4" H.S. / SGP/ 1/4" H.S.) 2) '1/4" SS4 CRETE-FLD( G6-7/16"LAMINATED LGU.-(3/16" TEMP. / AIR /3/16"H.S./SOP/ 3/16"H.S.) 3) '5/16" ULTRACON G6A-7/16"LAMINATED LG.U.-(1/4" TEMP. / AIR /3116"RS. / SGP/ 3/16"H.S.) 4) YI12STEEL SCREW (G5) ' SEEANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL FRAME 6 00 WIDTH SIDE U U c" v t) N 4 , N CO V N N N GLASS TYPE - 4, 4A, 6, 6A H&S P -HOG JAMB 90.0 -90.0 C6+2 C6+2 C8+2 24 10 10 10 K 5 5 6 GLASS TYPE -4, 4A, 6, 6A 90.0 -90.0 H&S C6+2 C8+2 C6+2 30 JAMB 10 10 10 P -HOOK 6 6 6 GLASS TYPE - 4, 4A 8, 6A 90.0 -90.0 i i 1 H&S C6+2 06+2 C6+2 36 JAMB 10 I 10 10 P -HOOK 6 6 7 GLASS TYPE -4, 4A 6,6A 90.0 -90.0 H&S C8+2 C5+2 C6+2 42 JAMB 10 10 10 P -HOOK 7 7 7 GLASS TYPE - 4, 4A 6, 8A 90.0 -90.0 H&S C6+2 C6+2 48 JAMB 10 10 P HOOK 6 8 90.0 -90.0 C8+2 C6+2 10 10 5 5 90.0 -90.0 C8+2 10 6 90.0 C6+2 C6+2 10 10 5 5 90.0 C6+2 10 6 90.0 C8+2 10 7 90.0 C6+2 C6+2 10 10 8 8 8 90.0 -90.0 C6+2 C8+2 I C6+2 10 10 III 10 8 9 9 C6+2 C6+2 10 10 6 6 90.0 -90.0 C6+2 10 7 C6+2 C6+2 10 10 7 7 90.0 -90.0 C6+2 C6+2 10 10 7 7 90.0 -90.0 C6+2 C6+2 C6+2 10 10 10 8 8 8 U 6 eV -90.0 C8+2 C6+2 10 10 5 6 -90.0 06+2 C6+2 10 10 6 7 -90.0 C6+2 C6+2 10 10 7 8 -90.0 C6+2 C6+2 10 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 48.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 80.0 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. Wnees ore Ra*Me• J.J. 10/11/11 C NO CHANGE THIS SHEET Mal oM1e WwMr: MMC 01/05/10 8 PER MIIMKMOE COMMENTS Welly 0.8: WM.= 8MC 11/1009 A PER MIAMI ONE COMMENTS Ppm 9Y• OW: 0ltlres7 ore SMC 08105479 U O U 90.0 C8+2 10 8 90.0 C8+2 10 7 90.0 C6+2 10 8 90.0 C6+2 10 U 6 17 O -90.0 C8+2 C6+2 10 10 6 6 -90.0 C6+2 C8+2 10 10 7 7 -90.0 06+2 C6+2 10 10 8 8 -90.0 C6+2 06+2 10 10 8 9 9 9 90.0 -90.0 C6+2 C6+2 I C6+2 ( C6+2 10 10 10 10 9 10 10 10 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH - 1-1/2" WA LOW - 2-1/2" + 48.87 PSF MBD - 3-1/4" + 80.0 PSF INCH -4" +90.0PSF SEE NOTES 1-3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ESL 90° OUTSIDE CORNER DLO WIDTH • NOM. PANEL WIDTH - 7" DLO HEIGHT • NOM. PANEL HEIGHT - 8.26" 90' INSIDE CORNER raOWCT NLl'LY80 wpyM& Mob lie11•1dlis Cods IM.M hasivparalft 1%-1017•14 O 1 .) i}. Ofinikri Ms 1 1 17 �AMN�t OH LENGTH y 1 OVERHANG OH LENGTH OH OH HEIGHT .,WWI,IIIi.S HEIGHT `\�`a-1 \.YNN Awe ',/, EQUALTOI �.(,�•.•\GEI4SE Q OR GREATER ?; ' C .* : No. 58705 -. SEE NOTE 3 _ azo-- _ HI1, . J Oral* -P STA E 0 :. „�� DP AND ANCHORAGE -,C),<,,,' • • pLOR10P. • �(2` S▪ E• RIES 770 ALUMINUM SGD - LM! '�`SS�ONAL tAc A. LYNN MILLER, P.E. swam I NTSI 9 d 23 I0. PGT0002 I C PEJ158705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE -FLEX 3) 5/18" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9: HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX, O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 11-12. JAMBS & P -HOOKS... 6" 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 THOSE AT THE HEAD AND SILL 3'6" CENTERLINE f SEE CLUSTER DET., SHT. 11.x."— / 1 CENTERLINE r_ 8" MAX. 8" MAX. BETWEEN CLUSTERS OR THOSE / •[ - 1 -1 -11 -1 -:-IFF T,P I BETWEEN A CLUSTER ANDA 1 0 4061• q ° 1 ° FRAME JAMB OR P -HOOK. 2.04" 4.051" i ij,. • I of -o\thilla of I ° 1 1 j 3.6" - f 3.5" 24" MAX. O.C. 3.5" J 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 EXTERIOR SEE CLUSTER C4+2 & CORNERS • (20) ANCHORS TOTAL AT I LEAD AND AT SILL 2 C4 2 C4 DETAILS, SHT. 11 I ' % ' 2 C4 2 SEE TYP. JAMB CLUSTER DETAIL BELOW • 10• MAXI D" MAJC rW2DUCT R&VISED L_ t.N,•yl� �rYb M r1eA► 3"IMAX SEE NOTE • " (10) D° 1 -lb 1$ • 14 - 3.5" TYP. BELOW -� • % . FRAME 21" ANCHORS Vj•Iva SSN la L (7)P -HOOK • • ANCHORS MAX. O.C. ( PER SH ET ti 14• ' ` T• = P -HOOK % I 13 FOR M� '� I 1401C• • • • ONE Maio T— ANCHORS • ANCHORS % CLUSTER MAX. CENTERLINE • 0.0. O.C. •-' 3" MAX. SPACING ♦ • 10"MAX� %" ■ 4 8" MAX. • „ % " % % % 8" MAX J� C % %Y f 1y 1% % % %24' MAX. O.C. f 3.5" TYP. J 8" MAX TYP' — 90° COR NER EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHoNAuE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE --.1 f SHT. 11 F.J:1- l h ,b EXTERIOR \- SEE CLUSTER DETAILS, SHT. 12 W./.14' PAW R%•".% J.J. 10/1H 1/11 0 NO CHANGE THIS SHEET Rom alr• on.: R%bbno. SMC 0142210 5 PER MNMI DADE COMMENTS R..O l7 Oar: R.%Men.: SMC 1 PRIA10 A PER MMM1 DADE COMMENTS Om.ft. ldR Choker* O.": SMC O&95/09 RLA NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHUT 15 FOR P -HOOK AtigHQRS ANCHORAGE SPACING & EXAMPLE PLANS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 N0KOMIS, FL 34274 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M. N. 0. P.0&R, SERIES 770 ALUMINUM SGD - LMI 6.4.1W,.Ow*/Ns 500770 NTS 10 d 23 PGT0002 r INT. ASTRAGAL CSR h`—INTERLOCK I CENTERLINE 3.5�- -H 1.75 L 3.5 2 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 N. 2.040 raTRAW INTERLOCK CENTERLINE L n 35 J INT 4.072 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 J rAZIRAOACDT( INTERLOCK-^' CENTERLINE I —•— 1.75 . — 3.5 r INT. 3.5 1 y -- ASTTAGAL OR 1 h.—INTERLOCK I CENTERLINE o� 2.040 L 4.051—' -. 7 2 -TRACK. ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C5 1 INT. 2.040 r 4.051- 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 mead: a..: mwa.: J.J. imv11 C NO CHANGE THIS SHEET Rn D. macer: mw.r. ws SMC 1111609 A PER MIAMI LACE COMMENTS araC aQ m.n•o.y d•: J r INT. 3.6 L A§`Tf2AGAL OFi 1 INTERLOCK CENTERLINE 1.75 4.051 /Atm 2.040 T 7 2 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 J rAMRHEA - 1 1A'S7RAaAt $R INTERLOCK IN' CENTERLINE �- I-�— 3.5 2.04 4.072 ANCHOR CLUSTER - C5 rATTRAi AMR - INTERLOCK CENTERLINE J L 1 INT. 3.5 4.045 1 /\ 2.040 f I 5.355 f 4„Wu � L o ./ L J 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BQX 1629 NOKOMIS, PL 34274 L INTERLOCK CENTERLINE • 1 INT. -S- 3-TRACK. ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C6 rAT;TRAOAMTC INTERLOCK CENTERLINE L 1 INT. 3.5 2.040 —4.046 • 0 r- 4 -TRACK. 4 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 J ANCHORAGE, EXAMPLE CLUSTERS MY: SERIES 770 ALUMINUM SGD - LMI ._Mbar, .u.KP.r 0..1.01.e.S0D770 I NTS I 11 > 23 I PGT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ✓ aODUCT MSVISSo w •••19b'14 Pati 1ti. 9IIl ▪ wMA.•..�I• I /� i9pfM,Mot i III11111/ r COV) (.6Z20 Z Z J Z _OJFAQGW W Wp4 Luj ir In OJ 1 i C Li _ v', - ul 0: o QBE; z• Zn n vi 1. MPLE CLUSTERS 1 a ( N ( 0 T L 0 uJ ' z, 0 SEE CHART, SHT. 1 SEE CHART SHT. 1 - x6 2 < 6 z pi co - - c ..sce x 2 co 6i itc 8 re w co 0 00 o§ce 8 u, x 0 —H x 0 I-- z 1 - w .- 2 ti 2 % -..- w w -,... d . ---.:t; zwR ui f= )7 W N 111 .5 ;*".• 1 d cc a_ d I- a: § 1=- ol o cn a pl (45ig 1-- 0 5 E ....,z < . • Lui la .:;..:. ,.., .• .9-- Z 6 ei- 0 z i ',..-:.• L. -I ......-, a 1.: w a 1 '- m co m I Z a u 2 8 — t m csi a) a) uJ 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, CHORAGE DETAILS 0 0 0 :tC1 ="tg 6 rT) ui t - to a: o Z tO N co 0 iu 0 co z CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) I EXT, ONCRETE 1/4" MAX. SHIM -.1-3. SEE CHART En SHT. 1 1 3/8" MIN. 1/4" MAX. SHIM -+i EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SEE CHART, SHT 1 DETAIL L. 4 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART SHT.1 1/4" MAX. SHIM ';.; SEE CHART EXT. SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 CONCRETE ANCHOR - 1" MIN. TYP., SEE 1 3/8" MIN. ANCHOR 1/4" MAX. SHIM F- I NOTE 1, WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR /- NOTE 3, SHT. 1 DETAIL KAI:um WOOD INSTALLATIONJAMB P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS EXT. SHT. 1 1" 2 1/16" t DETAIL 0. 4 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION 1 3/8" MIN. 1/4" MAX. SHIM EXT DETAIL N. 2 T K FRAME JAMB WOOD I ALLATION WOOD FRAMING 1 3/8" MIN. 1" MIN. 2.693" MIN. EXT. DETAIL S P -H OK WOOD INSTALLATION N,wlb I1,N: *Maw J.J. 10/11/11 C NO CHANGE THIS SHEET _fl I_ IT,waU: 51110 OMXVIO • PER MIAMI ODE COMMENTS nomMr. Os* NNW.: SMC 11/1509 A PER MIAMI ODE COMMENTS N'w M jNI S69 OwN•442 INNt WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/18" 1 O.C., TYP. 1" MIN. t ASONRY Ai:• DETAIL P. z -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART SHT. 1 . 2 1/18" O.C., TYP. 114" MAX. SHIM -"-j EXT. CONCRETE --- ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 3.5" J TYPICAL 4/1!,'Ib► ('LU,4TEyt7R DETAILS i'•- 2.04" 4 MIN. MIN. �. 1 O.C. SEE CHART SHT. 1 SEE CHART SHT. 1 2 1/18" O.C., TYP. ASONRY DETAIL R 3 -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) DETAIL 3 -TRACK FRAME JAMB OD 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 1/41 MIN. E.D. TY P. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS( FL 31274 SEE CHART, SHT. 1 EXT. 2.693" MIN. DETAIL 7, P -HOOK CONCRETE INSTALLATION ANCHORAGE DETAILS l,Y S 7LMI II,. I... S I...M. S00770 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, roomer Osvi i CWs irill Ilk Plod& MN Asoliplams SI 101 . 19- ligiarallse Y ti • ` Nay. CC UZ W(D CO .= to w J cc plCiw0 o� �f ,0�YOtiO rz J �O - 11.1 o =Kic� YI QI s Zal o 2� Z M co U. to-: fq<�F CD a • • v of z g 1 W W �f�yyyy 1-: N8 N „,--0- m ere W F mPi Z Z 7�Si x V - rx1 Q b t] WI DE1 ie J 1 / coZ` -< W W J O 0 d = 0\-4 ii ..,,...) 1_ Z� HORIZONTAL SECTION B-E 0 5A 114 a DETAIL CC', SHT. 19-x` ,1 - DETAIL 'BB', SHT. 19 ( 1) Jr;92")lira) `DETAIL 'FF', SHT. 19, DETAIL EE', SHT. 19, J DETAIL V, SHT. 18, ANCHORAGE DETAIL N' & ANCHORAGE DETAILS 'N' ANCHORAGE SHT. 14 & 'P', SHT. 14 DETAILS 'A' &'C, SHT. .. - PANEL II PANEL 5/i PANEL I PANEL TYPE TYPE TYPE TYPE R' L, p. A, I NOTES: 0 SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 SEE NOTE 3 X MAX. HT. SEE DP TABLES • DETAIL'U', SHT. 18, -- ANCHORAGE DETAILS 'E' OXXX (2 TRACK) &'G', SHT. 13 EXAMPLE DETAIL 'CC', SHT. 19 - ( a ca.-) DETAIL 'DD', SHT. 19, ANCHORAGE DETAILS Cr & 'R', SHT. 14 MAX. HT. SEE DP TABLES PANEL TYPE 'R' PANEL PANEL iPANEL TYPE TYPE TYPE DETAIL 'BB', SHT. 19 :Br) DETAIL 'M', SHT. 19, ANCHORAGE DETAILS & SHT. 14, 'SIM' & NN', SHT. 16 1 F DETAIL 7C, SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 -\\_` n_ SEE NOTE 3 0 � a OXXXD (3 TRACK RIGHT POCKET) POCKET UNDER SEPARATE APPROVAL 5 DETAIL', SHT. 18, EXAMPLE ANCHORAGE DETAILS 'F' & SHT. 13 1Ar eB6 Dale: 8..6„s J.J. 10/11/11 c w,v°r Do* wows 01106.10 moms,: p.: SA4C 15/1500 P."° By OM. SMC MAW NO CHANGE THIS SHEET B PER WAN MOECOABNENT8 moor. A PER AIWA IDADE COMMENTS 110010110 P.w, RJA 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. DETAIL V, SHT. 18, , f ANCHORAGE DETAILS 'A' r------ - -r:1-41 - r i r -a A i PANEL u PANEL 1 TYPE n TYPE I'A' w 'CS' 1 n 1 n 1n 1 i n 5 A 5 5 5 II 1 5 1 u 1 5 1 u 1 u il a PANEL TYPE XX -90° CORNER -XX (2 TRACK 90°OUTSIDE CORNER) - EXAMPLE 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKO IS. FL 34274 DETAIL 'BB', SHT. 19 .66 C- DETAIL 'HH',SHT. 19, ANCHORAGE DETAILS 'M' & '0', SHT. 14 PANEL TYPE x' MAX. HT. SEE DP SEE TABLES NOTE -" ' 3 DETAIL V, SHT. 18' ANCHORAGE DETAILS 'E' &'G', SHT. 13 1 DETAIL 'Z', SHT.18, ANCHORAGE DETAILS T &'J', SHT. 3 -1 -i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,M, ,P ,P ,K, XXXX (4 TRACK BY-PASS) EXAMPLE r MAX. SEE DP SEE TABLES NOTE li �3 DETAIL 'Y', SHT. 18, ANCHORAGE DETAILS'K' SHT. 13&L',SHT. 14 EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGD - LMI SOD770 I NTS I 18 + 23 I wPGT0002 &'C', SHT. 13 A :Tv-DETAIL'EE', SHT. 19, `•^' ANCHORAGE DETAILS 'N' &'P', SHT. 14 Ic 7DETAIL 'BB', SHT. 19 A DETAIL 'JJ', SHT. 20 INT. Jir EXT. HORIZONTAL SECTION A -A f110DUCT wBv18gp r.FpBIr1.B w$I IM SI. :—lo --N. 1.1 ‘o. WIn+.. r- 4wrPN . 1111,. ••.‘o,,,‘.l LYNN * . No. 58705 ct- S1ATE O • -,q( ...• FLOR\OP•• & ',SSIONP)- A. LYNN IdI .LER PE PAR 68705 PANEL LETTER PANEL LETTER SINGLE INTERLOCKINTERLOCK R FIXED LOCKSTILE TASTRAGAL 510X CVO OUT T ASTRAGAL IN MOK r0 SFIXED (rax ouT) LOCKSTILE MOKS L LR N C B F E K U (0d(OWG U 150550 A D FIXED LOCKSTILE SINGLE INTERLOCK ASTRAGAL OUT ASTRAGAL IN SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK ASTRAGAL OUT ASTRAGAL IN SINGLE INTERLOCK LOCKSTILE 17 -LJ .LJ3 ajj 2-41 LU CLAs JLOCKSTILE SOX OUT) /MwiM 0. ANArr J.J. 10111/11 C ) NO CHANGE THIS SHEET h1�I ry. CYY: Rw1.10114. I SMCp4I1NWY ~A PER PAWN GAGE COMMENTS SMC: 0IN5/09 AM LC/ FIXED LOCKSTILE SINGLE INTERLOCK FIXED LOCKSTILE FIXED u _ LOCKSTILE 31E ASTRAGAL OUT ASTRAGAL IN ASTRAGAL OUT SINGLE X411 INTERLOCK u SINGLE INTERLOCK ASTRAGAL IN SINGLE �•.e+ INTERLOCK SINGLE INTERLOCK SIDLE "La INTERLOCK LOCKSTILE LOCKSTILE LOCKSTILE LOCKSTILE SINGLE INTERLOCK ASTRAGAL GUT J M CS SC QS SQ AS SA CI /C CF FC PP RR 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. NOK 1520 NOKOME, FL 34274 LOCKSTILE LOCKSTILE CORNER RECEIVER NOTE: ASTRAGAL 1. SEE DP TABLES FOR M1 PANEL WIDTH & APPLICABLE ASTRAGAL & SINGLE INTERLOCKS. INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK eiLAJ >Li RECEIVER CORNIER25 SINGLE LOCKSTILE INTERLOCK SINGLE INTERLOCK CORNER RECEIVER SINGLE INTERLOCK CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER FIXED LOCKSTILE CLu SINGLET INTERLOCK FOXED LOCKSTILE CORNER ' LOGCST2E LLia SINGLE INTERLOCK CORNER RECEIVER SINGLE INTERLOCK CORNER 'ia1•▪ LOCKSTILE FDED LiEr LOCKSTILE CORNER RECEIVER FOXED 41- LOCKSTILE SINGLE "M INTERLOCK PANEL TYPES SERIES 770 ALUMINUM SGD - LMI «8077770 I NTS 117 + 23 I PQT0002 I C • INTERIOR (ALL PANEL TYPES) • EXTERIOR nom= WIWI. ayelphisCad - M,INM Aawaares lie ▪ \\--k0‘ •I$- lapirellois Deo s S SILL RISERS OPTIONS EXT. FLUSH BOX SILL RISER FLUSH FLAT SILL RISER DETAIL' FIXED PANEL SHOWN DETAIL 'U' EXT. 3.305" LOW BOX SILL RISER MEDIUM BOX SILL RISER EXT. 1 3.306' 1 EXT. • G] EXTERIOR INTERIOR C> (ALL VERT. SECTIONS) HIGH BOX SILL RISER LOW FLAT SILL RISER MEDIUM RAT SILL RISER HIGH FLAT SILL. RISER FIXED PANEL SHOWN MVP/11$ O •• J.J. 10/11/11 C NO CHANGE THIS SHEET Romer 0NK R iom: 81/C 01/15/10 0 PER MIAMILIADE COMMENTS Mwe7 —: MMr: 8412 11//408 A PER WAS DADE COMMENTS Dram Sr �N.. MN1un wee SMC 08775109 R.A DETAIL' 0 IN IN 041) d fs{ DETAIL' DETAIL 'LL' SCREEN AT HEAD FIXED PANEL SHOWN 11070 TECHNOLOGY DRIVE NOXOMIS. FL 35276 P.D. OOX 1628 1 Naomi8, FL 34274 1 EXT. , I II'T II III m u II 1olp DETAIL 'Y' VERTICAL SECTION DETAILS >r: SERIES 770 ALUMINUM SGD - LMI IOW.< moot 500770 I NTS 118 + 23 I POT0002 00%i I EXT. 4 4 . Ic DETAIL' MM' SCREEN AT SILL frDLYtT ■RVW. ftiolobsOrly wall* rr.i� PO 11•14110T15:44. Aoas r 17 alp M'II�M vt� \,,,VIIi1/r �,�/ •'.;GENSE * No 587°6 dt- `SSIONAL A. LYP.E.I 88NN MILLER706, P.E. DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' DETAIL 'CV HEAVY DUTY ASTRAGAL AND STILES DETAIL 'EE' O0R8) DETAIL' DD' (FIXED PANEL) 1:)' INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR DETAIL 'FF' (FIXED PANEL) ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE SNI/y: Daft bribes: J.J. 10/11/11 C NOCHANOE THIS SHEET wwl.F one yfypp 1070 TECHNOLOGYDRIVE DMC ONAt8M0 D PER MOM COMMENTS NOKOMIS, FL 31276 _w ow Rn9Adif• DMC MVIM9 A PER ARAM IDIDE COMMENTS P.O. VOX 1879 p,AM7 Daft 41M.00 9w: 1 NOK064* FL 34274 SMC 08/05/09 RAJ DETAIL 'HH' DETAIL 'NN' SCREEN AT JA 8 DETAIL 'GO' (FIXED PANEL) e-IORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD — LMI liodeetiodot 114. .bot S0D770 1 NTS 119 .' 23 I PGT0002 Ic DETAIL 'II' MOW, altV1 ._._s.41 111.rr.0r __; INTERIOR DETAIL 'JJ' L l DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) pn dI$ alt fl alt J.J. 10/11/11 C NO CHANGE THIS SHEET 1✓ oww• ro Maly ro.yy, MAK row• 9440 11/1500 A PER MIAMI DADECOMMENT9 Om, ry:am:m.1 ow.. SMC 08/05409 RN 11070 TECHNOLOGY DANE NOX0609, FL 34275 P.O. 0QX 1529 NOK04418 FL 34274 HORIZONTAL SECTION DETAILS, CORNERS I SE▪ RIES 770 ALUMINUM SGD - LMI 1a. _t ar aw: a.• - 900770 I NTS 120 a 23 I PGT0002 as w walk 18•6185 Ames• s::1~ .wr 102.1,88186 0111 "6- P.E.0 55705 W 2 °^1 m m0d 9 tri+m V Om PI - 01 `�° f m �<%> �_ % w¢ , X55 8 27j 4 w < m W¢ yw 3� J J pt7 d' J Sc 0 0% rz rD m ¢y O �{Zll W jJ j<� < W a Wd b6°I lwy yml� ¢ < A ^ R < O ¢ 3 g �W i `d5 Zg e5 m W W W0 % W 6< O i F }} rSa `�S 4 : y TO `° p 2 'Q' ' d' Q fV� Ii ° i 6 i6c' Q n y� f . yg . ¢ 0... w,5 '' jyy�( JJ 8�% x N 0 1,t54 W 4°` j�<j � a t s¢ — J..... LLQ ;-<;E6 6 8 0 W0 W0 0 .029.21�jV O 0wX 731 xc-. ." W wm ¢ d W W W W `" .- Xx ¢6 11224 1-2 Z Y J 1�1! d�u Z Z 2�j W D `7 o O O o Y w W Z p O O Y r2 m m rG a a >ai <i ::,6§;;;" :-fi'a 42:-8.M1111'agiiis8 i 5555 x y gY A W W Z O X %%%% 22 2 wm to o m o o T 1".o nn NOn o 000vi AE.^ co-Aj? % $^gimgDp! D OD A A A wssmaasm$s2';12,1�nsesma$ '0A 1 ' N 9S3rig' S O 0 a 0 0 0 0 0 s O N M T b o A o P 0 ¢ X WZQd <W 0. W1: U 66$ m y1W a* qX E V w Sl ° Q<<yJJjJJ tiM ° C n W nW¢ nfflth . Ux' Wdd %m _%NWWW1WZWW9 WWW :b t UUUUW UWU 6 W WW wW• <AJJJJ8 eg5gg5555<X01 NN7TLLLLN{t�TLLLLLLNtA4%.N%%m%%dd y % I o 0 0 0 0 o 0 w 0 0 0 0 0 0 0 w b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o A A m 0 • N p M N T A A O M b b W P r o O `� ' o P iiia .0 0000 0000 WwWW Illg 5555 (0(0 0 0 n a w $ 03 22 0.00 5:7:332:22$22222 REAR NOTE: ALL ALUMINUM = 6063-T8 0.062" 70.718" 0.28,"" -� INTERLOSA, SCREW COVER FRAME SCREW COVER (85) :6063-T6 (5) MAT'L: 8063-T6 0.233" 0.082" p-vpx SCREW COVER ( ) MATL: 606346 0.752" 1.163" Liz P -HOOK (26) MATL: 8063-T6 •F- 0.750" 0.062" - 0.062" 4.055" 1.050" 0.050" 0.779" 0.080" G AT'L: 6063IT6 (11)SILL TRACK MATL' 606348 3.979" 3.802" P -HOOK FOR BOX RISER (30) MATL: 806346 4.125" 0.082" 3.26" 1 0.885" 1.304" TOQ/PQM BOTTOM RAIL (89) TL 6063.78 1.872" -"-- 0.750" G 0.062" 3.305" 0.082" cJNG BEAD I.G.) (79) MAT'L: 6063-78 AST GAL (87) MATL: 6063- 0.082• -I 1.6" 3.125" ST D STILE 00) :8063-T6 --0.232" 1.019" 1.467" SCREEN STILET (40) MAIL: 6083-16 0.062" - - -6- 0 750" FLUSH FLAT SILL RISER (18) MAIL: 6083-T8 0.906" 2.555" 0.082 - - n " 1.567" FIXED PANEL CLIP (105)MATL: 606346 3.979" - 1080" IL0.709" 0.550" 1.739" INTERLOCK (62)MATL: 8063-T6 FIXED PANEL RETAINER (108) MAT'L: 6063-T6 1.645" -6-- 0.232" 2.455" 0.281" --6-1 HEAVY DUTY ASTRAGAL (88) MAIL: 6063-16 4" 0.133" - Kyy (TL: 6O3.125" (61) MR6 - 8LE -+- 0.232" G 3.205" 1.8" re-- 2.304" I 1.845" o.o0.062"Ij 1( 0.796" r�� P -HOOK MOUNTING ADAPTOR 0.232" 3.955" 0.062" --�' 0.062 -�°., �- 0.062" --.•••-- HIGH BOX ;ILL 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) MAT'L: 8063-T6 (23) MAIL: 8083-T6 (21) MAIL: 6063-T5 (19) MAT'L: 608348 (20) MATL: 6083-T6 (22) MAT'L: 6063-78 (25) MAIL: 8083-T6 lieriebrM 1070 TECHNOLOOY DRIVE I EXTRUSIONS ROM.), OI MOM: J.J. 10/11/11 0 NO CHANGE THIS SHEET RMI OS Mega' 6MC 11M4/VP A PER MIAMI ECOMMENTS Dm Mr ale cr.will cele 11 SMC 0010609 RN NOIS.`OMF� 75 r( J 1 SERIES 771' ALUMINUM SGD - LMl "mt a.ror 620 NOKOMIS, FL 34274 NTS 122 + 23 I PGT0002 IC (28) MATL: 6063-T6 tri =y x "3-4' 7 14 P.E.N 60705 1.6" 5.069' -101- 0.081" SIT 0.081" - 2 -TRACK HEAD (1) MAIL: 6063-T6 6.198" 8.562" 1.505" 1---�" r_ 1.045" -1 1.36" 0.081" - 2 -TRACK HEAD W/SCREEN TRACK (2) MAT'L: 8063-T8 r 7.106" 01] 0.081" 3 -TRACK HEAD (3) MAT'L: Tf083-TB 9.142" rr '1f11-' uo 4 -TRACK HEAD 0.081" (4) MAT'L: 6063-T6 6.621' 4' INSIDE CORNER ASTRAGAL (120) MATL: 8063-T6 raved* 0.1 R„Clar: J.J. 10/11/11 C NO CHANGE THIS SHEET -. . °M` finlellm 1070 KOM?8.L 34275IVE NOKOA98, FL 31275 P.O. eqx 1629 NOKOA1l8, FL 34274 J 1.498" 0.080" 4 -TRACK S LL (10) MATL: 6083-T6 6.526" T 1.993' 9 1 L SCREEN TOP RAIL (45) MATL: 6063-T8 0.062" LIiLI1 11.51105" -+1 0.875" BUJ 1.99933"" 0.0" 3 -TRACK SILL (9) MAIL: 6063-T6 8.221" 1.605" 0.080" 2 -TRACK SILL W/ SCREEN TRACK (8) MATL' 6063-T6 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 --{ 1.38" 4" 0.133" j rj 5.621" OUTSIDE CORNER ASTRAGAL (119) MAT'L: 6063-T6 SAA1C1°"�1n&99 ""4 PER MWM/LNOECOMMEN1e "7171(A°5;0909 17.44 U" 1.03" 7.105" i 1--.? 2.893" -.-II+- 0.080" 3 -TRACK JAMB f- 2.826" (16) MATL: 6063-T6 0.081" 5.069" 2 -TRACK JAMB (14) MAIL: 6083-T8 -�j 1.36" 0.081" 9.141" CORNER RECEIVER 4-TRACK1JAMB (118) MAT'L: 6063-T6 (17) MAIL: 6083-T6 EXTRUSIONS a SERIES 770 ALUMINUM SGD - LMI suwr dr wror". 900770 NTS an 23 + 23 I PGT0002 Ic 1.36" 0.081" 6.198" 71 , 2 -TRACK JAMB W/ SCREEN TRACK (15) MAIL: 8063-T8 1'YODUCT WISES r aiMlle{ will' IM nom. War Cs* Syhrlr w'a{I'1;O 5' 1%.41 *1•l 1j - ",\II 'c: LYNIIIN o . F • GENSF • 'fl N0 58705 / o I I STAMILLETE OFP.E. <(/ A1- 0' " II, 1„' •,.% LVMI R��` P.E.9 68705 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 1 Date Received: 1/13/14 Permit Number: BLDG1310-0080 1 Lot: 59 Block: D Subdivision: PARKLAND GOLF & COUNTRY CLUUB__- Job Address: 10175 CAMEILLA STREET (f od2 Work Description: 59/D PG&CC Contractor: TOLL BROS INC Phone: 9549051350 DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING 1 FIRE STRUCTURAL A'a„\\I ( 1%aR ELECTRICAL PLUMBING MECHANICAL