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MIA,MIDADE MEI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Windows Corporation 6860 NW 75 Street Medlby, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing, the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA:reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Heavy Duty" Aluminum Single Hung Window . • APPROVAL DOCUMENT: Drawing No W00 -26, titled "Heavy Duty Alum Single Hung Window ", Sheets 1. through 3 of 3, dated 06/09/00 with revision A dated 4/23/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 00- 0417.05 and - consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0430.09 Expiration Date: June 26, 2008 Approval Date: June 26, 2003 Page 1 DESIGN LOAD CAPACITY - PSF MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED ' WINDOW II II I, 11 1 11 II 1 -- -- 11 - - = == _ == it /` =1_ - -3 // II S �� 11 3/16 " - ANNEALED GLASS 3/16 " - TEMPERED GLASS DIMS. #10 SMS 3/16 TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 19 -1/8 ' 26 -1/2" 37" 48" 53 -1/8 60.7 125.0 60.7 125.0 60.7 125.0 60.7 210.0 60.7 210.0 26 " 60.7 125.0 60.7 125.0 60.7 125.0 60.7 210.0 60.7 210.0 (4) 60.7 99.4 60.7 125.0 T ' 60.7 125.0 60.7 159.3 r 60.7 210.0 60.7 76.6 60.7 122.8 60.7 125.0 60.7 122.8 60.7 164.5 60.7 69.2 60.7 110.9 60.7 125.0 60.7 110.9 60.7 146.5 19 -1/8" 26 -1/2' 37' 48" 53 -1/8 38 -3/8' (4) 60.7 125.0 60.7 125.0 60.7 125.0 60.7 208.8 60.7 210.0 60.7 94.0 60.7 125.0 60.7 125.0 60.7 150.7 60.7 210.0 60.7 67.3 60.7 107.9 60.7 125.0 60.7 107.9 60.7 168.8 51.9 51.9 60.7 83.2 60.7 111.4 60.7 83.2 60.7 120.5 46.9 46 60.7 75.2 60.7 106.3 60.7 75.2 60.7 106.3 19 -1/8" 26 -1/2" 37" 48" 53-1/8 _ 50 -5/8" (4) 60.7 98.8 60.7 125.0 60.7 125.0 60.7 158.2 60.7 210.0 60.7 71.3 60.7 114.2 60.7 125.0 60.7 114.2 60.7 203.5 51.0 51.0 60.7 81.8 60.7 92.5 60.7 81.8 60.7 144.1 39.3 39.3 60.7 63.1 60.7 70.5 60.7 63.1 60.7 99.2 35.6 35.6 57.0 57.0 60.7 63.4. 57.0 57.0 60.7.. 86.7 19 -1/8' 26 -1/2" 37" 48" '53 -1/8 56 " (6) 60.7 125.0 60.7- 125.0 60.7 125.0 60.7 210.0 60:7 210.0 60.7 96.6 60.7 123.5 60.7 123.5 60.7 154.9 60.7 210.0 60.7 69.2 60.7 84.3 60.7 84.3 60.7 110.9 60.7 137.8 53.4 53.4 60.7 63.9 60.7 63.9 60.7 85.5 60.7 93.2 48.2 48.2 r 57.3 57.3 57.3 57.3 . 60.7 77.3 r 60.7 81.0 19-1/8". 26 -1/2" 37" - 48" 53-1/8 63 " (6) 60.7 119.0 60.7 125.0 60.7 125.0 60.7 190.7 60.7 210:0 60.7 85.9 60.7 106.8 60.7 106.8 60.7 137.7 60.7 210.0 60.7 61.5 60.7 76.2 60.7 76.2 60.7 98.6 60.7 132.6 47.4 47.4 57.5 57.5 57.5 57.5 60.7 76.0 60.7 87.4 42.9 •42.9 50.9 50.9 50.9 50.9 60.7 68.7 r 60.7 75.4 19 -1/8' 26 -1/2" 37" 48' 53 -1/8 74-1/4" (6) - 60.7 101.0 60.7 125.0 60.7 125.0 60.7 161.8 60.7 210.0 60.7 72.9 60.7 90.0 60.7 90.0 60.7 116.8 60.7 208.1 52.2 52.2 • 60.7 66.7 60.7 66.7 60.7 83.7 60.7 129.7 40.2 40.2 52.7 52.7 52.7 52.7 60.7 64.5 60.7 81.2 36.4 36.4 47.9 47.9 47.9 47.9 58.3 58.3 60.7 69.2 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ADHESIVE BEDDING COMPOUND 3/16" ANNEALED GLASS OR 3/16" TEMPERED GLASS GLAZING DETAIL r NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-9.3. ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6' MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL • WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT Engr. OR. HUMAYOUN FAR000 STRUCTURES FL A. PE # 16557 C.A.N. 3538 PRODUCE RENEWED as complying wish the Florida Balding Code Acceptance og 30. ExniratiOR Da jyn - ,2O 09 B By Miarr Dade"Prc'»ct Control o O O. aD g 0 CL CC W V t0 3 F ,M a Q 1 _ Z•ii Z C0 to W w Q.cDM I- N -J J 0) C 0 y ' a) 0 0 0 0 0 C 0 'U 0) V m 0 D 0 �C S U. a n h 0 S. • • m 0 m 0 5 T a drawing no. W00-26 ===_ II II I, 11 1 11 II 1 -- -- 11 - - = == _ == it /` =1_ - -3 // II S �� 11 1 1 ,.- �li 1 II II II ii ---=µ---- I II II II II II .II II II ti- n - Ir n II II ' I.1 it 11 . II - ' ' II- - --- 41 - - -- II II II ©1I �� • I• II - 50 3/8" I - MAX. D.L.O. - 52 1/2" MAX. VENT WIDTH 55" MAX. * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ADHESIVE BEDDING COMPOUND 3/16" ANNEALED GLASS OR 3/16" TEMPERED GLASS GLAZING DETAIL r NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-9.3. ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6' MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL • WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT Engr. OR. HUMAYOUN FAR000 STRUCTURES FL A. PE # 16557 C.A.N. 3538 PRODUCE RENEWED as complying wish the Florida Balding Code Acceptance og 30. ExniratiOR Da jyn - ,2O 09 B By Miarr Dade"Prc'»ct Control o O O. aD g 0 CL CC W V t0 3 F ,M a Q 1 _ Z•ii Z C0 to W w Q.cDM I- N -J J 0) C 0 y ' a) 0 0 0 0 0 C 0 'U 0) V m 0 D 0 �C S U. a n h 0 S. • • m 0 m 0 5 T a drawing no. W00-26 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 PDH -501 1 FRAME HEAD 6063 -T5 - 2 PDH -529 1 FRAME SILL 6063 -T5 - 3 PDH -503 2 FRAME JAMB 6063 -T5 - 4 PDH -508 1 VENT TOP 6063 -T5 - 5 PDH -526 1 VENT BOTTOM 6063 -T5 - 6 PDH -507 2 VENT SIDE 6063 -T5 - 7 PDH -504 1 FIXED MEETING RAIL 6063 -T5 - . 8 PDH -524 AS READ. ROLL FORMED GLAZING BEAD ALUMINUM - 9 - - - - - 10 AS REQD. FRAME ASSEMBLY SCREW - #8 X 3/4" PHPH SMS 11 - AS REQD. VENT ASSEMBLY SCREW - #8 X 3/4" PHPHSMS 12 - AS REQD. BULB ‘0 STRIPPING VINYL - 13 P8- 8320 -187 AS READ. PILE W'STRIPPING - WITH INTEGRAL PLASTIC FIN 14 P8- 8316 -187 AS REQD. PILE W STRIP PING - WITH INTEGRAL PLASTIC FIN 15 . - 2 FLAP VALVE PLASTIC - 16 - 2 SPRING AND PULLEY BALANCE - - 17 PDH -518 2 SNAP LATCH 4" LONG W/ SPRING 6063 -T5 13 1/2" FROM EACH END 18 - 2 CAM LOCK AT 12" FROM ENDS - - 19 - 2 2 -3/8" X 3/8" FOAM PAD - ADHESIVE BACK H TYPICAL ANCHORS SEE, ELEV. FOR SPACING cL a 0 0 0 W1 W2 a d a M II I[ 'I 0 z w cc w 0 a TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 va a OF 18 S v TIONAL TO RING LATCH x N o. TYPICAL ANCHORS: # 10 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1" MIN. PENETRATION INTO WOOD 3/16" OR 1/4" TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY X10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES: W1 = 1" NOTCH AT EACH END W2 = 1 -1/2" X 1/4" WEEP HOLE AT EACH END to WOOD BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: FRAME AND VENT CORNER SEAMS, FIXED MEETING RAIL ENDS, MUNTIN SEAMS AND INSTALLATION SCREWS SEALED WITH SEALANT.. WITH RIGID PLASTIC FLAP VALVE TYPICAL ANCHORS SEE ELEV. FOR SPACING J 18Y OR 28Y WOOD BUCK 18Y OR 2BY WOOD BUCK r - -- DADE COUNTY APPR,D MULUON SEE SEPARATE NOA D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM C JAMBS Engr: DR. HUMAYOUN F,:R000 STRUCTURES FLA: PE 4 16557 ' C.A.N. 538 ?' : i::.: d • a 4. PRO D I('.T RENEWED suiciing A cceprarec No_0,324.30 • ExPirwion I)iT,c J I. ..: nR7 ... £ ; :•r cjCIc1 C6t?r: O- W N 0 0 J Z a 0 0 c ) aI C 0 aI _ 0 00--I Z • 0- M C 0 n U aI ttI 0 0 O ,C 0 E. 0 • 0 N 0 0 0 0 2 a 0 V drawing no. W00 -26 (sheet 2 of 3 1250 1.812 .062 .062 2238 1.126 .906 .593 r _ .062. FRAME HEAD ` ' I u .468 I .875 - 1.374 1.000 FIXED MEETING RAIL :- VENT TOP RAIL VENT BOTTOM RAIL .890 .822 L 2.188 .856 .875 .980 SNAP LATCH = 1.157 .078 .062 2.500 FRAME JAMB .750 L_ .062 I -- 2.258 FRAME SILL _. • 1.064 .070 2.333 4 4 0 01101 FRAME TOP CORNER FRAME BOTTOM CORNER r r VENT TOP CORNER VENT BOTTOM CORNER Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 c L.3 By Miami Dives' PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No IA i9 Ex iration Dat - J 2003 ade Product Control ry J o O n � � J cN Z L 0 ° a O P4 8 �1 d � v la . 4 I' O v n . C V > o < a co e — to co cc cv v) O .-. w 3 173 o WW tn ,') I W E4 t O 0 z t, C, V) a, C 0 .> ) Z o 0 co F I g a 0 . o Ce UL U. to t) 0 ?3� 3 00 Z �w� Q. 1' , C 0 0 0 .0 0 0 D O C 0 es; est 0 o _ drawing no. W00 -26 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 4 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1401 VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Gopi Glass Sales & Services Corp. 7450 NW 41' Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AFIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AFIJ (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 AFIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97 - 11 , titled "Gopi Picture Windows ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 06 -24 -97 with revision B dated 06/07/02, signed and scaled by Ilumayoun Farooq, P.G., 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 Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 99 0629.01 and, consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0613.01 Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 7R B 134. ® ® $ i i . 1 I • 1 I I 1 I I I ® ® - to ©atom % t� --t 1 ��. . 1 1 1 Ut 1 1 1 1 I I I L 6 . 12' AVG. SPACING TYP TYPICAL AOR9 L ®75-1 1 .062 I- 7 .322 l 1.328 17— .062- 1 lI FRAME I.G. WINDOW 6063 -T5 L GLAZING STOP 6063 -T5 4 875 .062 TYP T .812 . I FRAME O.G. WINDOW 606.3-T5 A A DR B DIM. A OR B DIM. TYPICAL ELEVATIONS GLASS 3/16• ANNEALED 1/4' ANNEALED OR 3/16' TEMPERED USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. FALSE MUNTINS (SURFACE APPLIED) MAT BE USED F 1I II II A OR B I 1 DM. It I ALT. SHAPES A DR B DIM. NOTE$ 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDNG CODE. ALSO FOR WINO LOADS AS PER ASCE 7 USING CJRRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I tI A DR B A OR B DIM. PRODUCT REVISED b I'10f�Qa C ods Iflr Aseeptimer N. OZ o6/3. o / / Pp: *t C "'r-, - I 1 1 I J . OP. HI1M:.YOUN FAROCA) STAUCVJRES P.A. PE) 165:37 7002 A OR B DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 7 SINGLE LITE PICTURE WINDOWS C In 0 C) z_ w U a- a O C7 ( ) W O O n C 2 0 O a O V V c drawing no. W97 -1 1 (sheet 1 of 4 3 j ig '1.1'V611111.f 111► C� Q. • Engr: OR. MUMAYOUN F RCAC STRUCTURES FLA. PE / IC257 1107 z 0 0 0 zz II 3 z O O to to J LL C C 0 a 0 drawing T no. W97 -11 (sheet 2 of 4 •. •4. .. • • 10 SMS OR 3/16'x2-1/4' TAPCON e 6' FROM ENDS 6 12' O.C. TYP. a 10 SMS DR 3/16'x2 -t /4' TAPCON e 6' FROM ENDS & 12' CSC. TYP. 1 BY OR 2 BY WOOD BUCK GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3 /16' TEMPERED • -1/4° MAX. SHINS 1 BY OR 2 BY *000 BUCK INSIDE GLAZED WINDOW 1/4' SHIM MAX. DAOE COUNTY - APPROVED MUWON & MUWON ANCHORS •. • 10 S.M.S. D 12 O.C. • n • 3/16'x2 -1/4' TAPCON e 6' FROM ENDS & 12' O.C. TYP. 1/4' SHIM NA X. * 10 SMS OR 3/16' :2 -1/4' TAPCON e 6' FROM ENDS & 12' O.C. TYP. 1 BY OR 2 BY WOOD BUCK • . • OUTSIDE GLAZED WINDOW � •. mil, . w u::.auu11u1► . MAX. SHIMS GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED •10SMSOR 3/16'x2 -1/4' TAPCON e 6' FROM ENDS I 12' D.C. TYP. WOOD BUCKS NOT BY COPT, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12 SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY. 1-1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS # 10 SMS WITH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT 1 10 S.M.S. 0 12" 0.C. DADS COUNTY APPR MUWON & MULLION ANCHORS PRODUCT 1IEvLSEp with the Florida /►•dl,,t..es tre 0 2 — o613.0/ D.te .ai�i /_ Z007 / Prrd.ct Co trol z 0 d � rx o o a a 4 O N `t U a z o < Q Z c2 (n W a O tO t ) DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B 19-1/8" 26-1/2 37" 53-1/8" 19 -1/8" 26-1/2" 37" 53 -1/8" 19 -1/8" 26-1/2" 37" 53-1/8" 19-1/8" 26 -1/2" 37" 53 -1/8" 19 -1/8" 26 -1/2" 37" 53 -1/8" A/B 26" 38 -3/8" 50 -5/8" 63" 74-1/4" 3/16" - ANNEALED EXT. (+) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 INT. (-) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1 /4" - ANNEALED EXT. (+) 120.0 88.3 88.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 INT. C -) 120.0 88.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9. 69.5 45.9 39.3 90.4 59.7 37.5 3/16" - TEMPERED EXT. C+) 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. C - 183.9 132.9 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON HETI -96 -1061 OF 10 -09 -96 Q TEST SIZE a 37 -1/4" X 74 -1/4" TEST LOADS s +60.0. -60.0 PSF DESIGN LOADS a. +40.0. -40.0 PSF WATER INFILTRATION TEST n 20 PSF TESTED GLASS = 3/16" - ANNEALED ® TEST SIZE .1 51" X 74-1/4" TEST LOADS a +68.0, -75.0 PSF DESIGN LOADS a +45.0, - 45.0 PSF • WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4" - ANNEALED BASED ON FTL -1162 OF 6 -1 -95 © TEST SIZE a 59 -1/2" X 77 -1/2" TEST LOADS = +91.0. - 91.0 PSF DESIGN LOADS = +60.7. - 60.7P5F WATER INFILTRATION TEST s 16.5 PSF TESTED GLASS = 3/16" - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. 1 3/16" - ANNEALED A/B 24 " 36" 48" 60' 24" 36" 48" 60' 24 " 36" . 48 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" A/B 24 " 36" 48" 60" 72" 84" 96" 108" 120" EXT. C +) 62.1 62.1 62.0 57.2 62.1 41.4 41 .4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 [NT. C - 62.1 62.1 62.0 57.2 62.1 41.4 41.4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 4.9.2 46.6 45.3 1/4" - ANNEALED 3/16" - TEMPERED EXT. C+) 95.6 94.2 83.7 78.5 94..2 63.8 62.9 49.8 83.7 62.9 47.8 42.1 78.5 49.8 42.1 38.1 75.3 39.8 34.3 72.2 34.5 68.6 31.4 66.1 51.6 INT. C -) 87.0 87.0 83.7 78.5 87.0 58.0 58.0 49.8 83.7 58.0 43.5 42.1 78.5 49.8 42.1 34.8 75.3 39.8 34.3 72.2 34.5 68.6 31.4 66.1 51.6 EXT. (4-) 110.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 INT. (-) 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 87.0 58.0 43.5 87.0 58.0 87.0 58.0 >rRODUCT REVISFA segpirtylog Cl ie-Ie! the Melds Bohkg Asa/awe N. 02-04/3.40/ Date !�J± . 007 tes01iee C ngr. DR. MVtJF'OUN FoR000 STRUCP;R:S FIJI ?E j 16557 n 700 z Z 0 a 0 tx G. a a' Cu, z '" o z � a a m vi � `r tj z in Q tz., - 1 �� in W 0 C Z 0 0: 0 0- 0: 0 V t/1 cn a- O CD to 0 8 • 3 O sheet 3 of 4 g drawing no. W97 -11 • DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) DESIGN LOAD CAPACITY - PSE (3/16" TAPCONS) WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED A/B A/B EXT. C +) INT. (-) EXT. C +) INT. C -) EXT. (+) INT. C -) A/B A/B EXT. (+) [NT. C -) EXT. C+) INT. C -) EXT. C+) INT. C -) 19-1/8" 26-1/2' 37" 53-1/8" /8" 26" 77.9 77.9 120.0 120.0 110.0 183.9 24" 36" 4$" 60" 24" 62.1 62.1 95.6 95.6 110.0 140.0 62.1 62.1 94.2 94.2 110.0 139.0 57.3 57.3 88.3 88.3 110.0 138.8 57.3 57.3 88.3 88.3 110.0 129.2 62.0 62.0 83.7 83.7 •1 10.0 123.6 56.4 56.4 76.7 76.7 110.0 113.3 57.2 57.2 78.5 78.5 110.0 10.0 115.8 1 5.8 ,, 19 -1/8" 26 37" 53-1/8" 38 - 3/8" 77.7 77.7 104.9 104.9 110.0 154.9 24" 36" 48" 60" - 36" 62.1 62.1 94.2 94.2 110.0 139.0 41.4 41.4 63.8 63.8 100.3 93.3 56.2 56.2 86.6 86.6 110.0 126.8 41.4 41.4 62.9 62.9 98.8 93.3 40.3 40.3 62.0 62.0 97.6 90.8 36.8 54.8 54.8 90.7 87.6 39.2 39.2 49.8 49.8 88.3 88.3 19-1/8" 26-1/2" 37" 53-1/8" , - 50 -5/8' 72.0 72.0 97.1 97.1 110.0 143.4 24" 36" 48" 60" 48 62.0 62.0 83.7 83.7 110.0 123.6 56.2 56.2 77.0 77.0 110.0 0 113.7 41.4 41.4 62.9 62.9 98.8 93.3 31.0 31.0 47.8 47.8 75.2 70.0 40.3 40.3 58.8 58.8 94.7 90.8 - - 42.1 42.1 75.2 70.0 29.4 29.4 45.3 45.3 . • 71.3 66.4 19-1/8" 26-1/2" 37" 53-1/8" 63' 68.8 68.8 92.9 92.9 110.0 137.1 24" 36" 48" 60" 60" 57.2 57.2 78.5 78.5 110.0 115.8 39.2 39.2 49.8 49.8 88.3 88.3 46.8 46.8 69.5 69.5 106.3 106.3 - - 42.1 42.1 75.2 70.0 36.6 36.6 - 45.9 45.9 85.1 85.1 - - 38.1 38.1 60.2 56.0 - - 40.2 40.2 67.9 63.2 19-1/8" 26-1/2" 37" 53-1/8' 74 -1 /4" 67.0 67.0 90.4 90.4 110.0 1 33.5 24" 36" 48" 60" 72" 52.2 52.2 75.3 75.3 110.0 1 1 1.2 30.0 30.0 39.8 39.8 82.4 82.4 41.7 41.7 59.7 59.7 102.2 102.2 - - 34.3 34.3 69.5 69.5 28.6 28.6 37.5 37.5 80.1 80.1 - - - - 60.2 56.0 . - - - - 65.2 63.2 • . 24" 36" 48" 60' 84" 49.2 49.2 72.2 72.2 108.1 108.1 - - 34.5 34.5 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60" 96" 46.6 46.6 68.6 68.6 105.9 105.9 - - 31.4 31.4 76.0 76.0 - _ _ - 61.8 61.8 • - - - - - - 24" 36" 48" 60" 108" 45.3 45.3 66.1 66.1 104.3 104.3 - - - - 74.1 74.1 - - - - - - - - - - - - 24" 36" 48" 60" 120' - - 51.6 51.6 103.0. 103.0 - - - - 72.7 72.7 - - - - - - - - - - • - - Otioticsatmst gigiPkbq Pia die Plod& Deng Code Acapulco N. '1- Of3.0/ tpirotion Dote 07 Env: OR. HUI+AYOUN FAR000 STRUCTURES FLA. PE j 16557 002 z Z O° 8 a+ O far O U1 a _ z Pr) o 0 CL 4; vi o 0 0 a N cc 3a' r Lsrw� _, z v,_.. a W I- C t C7 v a 2 0 U drawing no. W97 -11