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Home My WebLink AboutPGT PICTURE WINDOW FL5012_R21_II_FCA-5440GENERAL NOTES: SERIES 5440 NON-IMPACT RESISTANT, VINYL FIXED-CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. 2) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). f B, SEE -4 SHEET 3 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR A, SEE WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY SHEET 31OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1: Window Buck Size Width 120" 96" Height 60" 63" Design Pressure (+) psf 70.0 50.0 (.) psf 70.0 50.0 15" MAX. O.C. Certification (CAR) Number 190-1017 190-1011 8** MAX. BUCK WIDTH SEE TABLE 1 - 15"MAX. O.C. lilli 6" MAX.-11- TYP. EQUAL-LEG/BOX & FLANGE FRAME (SHAPES SIMILAR) F 6" MAX. h MAX. BUCK HEIGHT, SEE TABLE 1 D, SEE <. SHEET4 C, SEESHEET4 4" MAX. O.C. Y. D-I MAX. BUCK WIDTH SEE TABLE 1 - -*- 4" MAX. O.C. ........ ............... 2" MAX.44 TYP. INTEGRAL FIN & J-CHANNEL FRAME (SHAPES SIMILAR) SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 CV . ij 0 i- A VINYL FIXED WINDOW FPA (NON-IMPACT) 12/13/14 GENERAL NOTES & ELEVATIONS h» J ROSOWSKI C3 PW-5440 NTS 2 1 OF 4 0 FPA-5440.0 m O C\1 q) id -- 2" MAX. C MAX. BUCK HEIGHT, SEE TABLE 1 .'' .· 001.968....,4,0 2 . -7 9 58705 -, . -6 liONS :/»,fs/ A LYNN MILLER, P.E. P.E.#58705 TABLE 2: ANCHORS INSTALLED THROUGH FRAME Anchor #10 SMS (steel, 18-8 S.S. or 410 S.S.) Max. DP of 50.0 #12 SMS (steel, 18-8 S.S. or41OS.S.) 3/16" Ultracon (steel) Max. DP of 50.0 1/4" Ultracon (steel) 1/4" Crete-Flex (410 S.S.) 1/4" Aggre-Gator (18-8 S.S.) Substrate P.L Southern Pine (SG=0.55) Steel, A36 Steel Stud, A653 Gr. 33 Aluminum, 6063-T5 P.T. Southern Pine (SG=0.55) Steel, A36 Steel Stud, A653 Gr. 33 Aluminum, 6063-T5 P.T. Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTMC-90) P.T. Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) Concrete (min. 2.85 ksi) P,T. Southern Pine (SG=0.55) Concrete (min. 3.35 ksi) Ungrouted CMU, (ASTM C-90) Concrete (min. 3.35 ksi) Concrete (min. 3.275 ksi) P.T. Southern Pine (SG=0.55) Ungrouted CMU, (AS™ C-90) 1/2" NOM.GLASS - BITE TYP.GE-7700 OR DOW-791 SILICONE EXTERIOR # [Ul Jl -ncr A lul 10 .. TYP. GLAZING DETAIL VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Min. Edge Distance 7/16" 3/8' 3/8' 315' 9/16- 318' 3/8' 318' 7/16" 1" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1-1/2" 1" 2, Min. Embedment 1-3/8" 0.050 0.0346" (20 Ga.) 0.0713" (14 Ga.) 1-3/8" 0.050' 0.0346" (20 Ga.) 0.0713" (14 Ga.) 1-3/8" 1-3/8" 1-1/4" 1-3/8" 1-3/4" 1-1/4" 1-3/4" 1-3/8" 1-3/4" 1-1/4" 1-3/4" 1-3/8" 1-3/8" 1-1/4" 1/8" ANNEALED OR TEMPERED GLASS 5/8" AIR SPACE TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor 2-1/2" x .131" Common Nail Max. DP of 50.0 2-1/2" x .131" Ring-shank Nail 2-1/2" x .145" Rooting Nail ANCHOR NOTES: #10 SMS (steel, 18.8 S.S. or41OS.S.) 1)"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. 1/8" ANNEALED OR TEMPERED GLASS - DURASEAL, SUPERSPACER OR CARDINAL XL EDGE --1 7/8" NOM. 1-*- L- CERT. OF AUTH. #29296 . 't Substrate P.T. Southern Pine (SG= P.T. Southern Pine (SG= P.T. Southern Pine (SG= P.T. Southern Pine (SG= Aluminum, 6063-1-5 Steel Stud, Gr. 33 Steel, A36 5/16" A/A PVB 7/16" AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS -7 DURASEAL, SUPERSPACER OR CARDINAL XLEDGE Min. Edge Distance 9/16" Min. Embedment 2-7/16" 2-7/16" 2-7/16" 1-38" 0.050" 0.0713" (14 Ga.) 0.050" - 7/8" NOM. » -- 7/8" NOM. » .55) .55) .55) .55) 4' ,'' 1, j 9/16" 9/16" 3/4" 3/8" 3/8" 3/8" 5/16" A/A PVB 3/8" AIR SPACE 3/le ANNEALED OR TEMPERED GLASS 7 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE » 7/8"NOM. » 3/16" ANNEALED OR 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1/2"AIR SPACE , *1/2" AIR SPACE 3/16" ANNEALED OR 1/4" ANNEALED ORTEMPERED GLASS 1 TEMPERED GLASS DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER . OR CARDINAL OR CARDINAL XL EDGE XL EDGE GLAZING TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 (X . . VINYL FIXED WINDOW FPA (NON-IMPACT) 12/13/14 E GLASS/ANCHORS OPTIONS h* J ROSOWSKI 0 0 PW-5440 CD 0 0 NTS 2 20F4 C) 83 FPA-5440.0 - 1- NOM. -- 4 1,&': 5 L 1' t a t)%1>-f j.j-- 31,«:-6, A. LYNN MILLER, P.E. P.E.#58705 EXTERIOR EQUAL- LEG/BOX FRAME SHOWN FLANGE FRAME SHOWN t BUCK HEIGHT EDGE DISTANCE 1 .1 -------7 --1{1- F 9 re 51 fr+11 3r- 11-3 1-/ *Pf F- 7/8" THICK I.G. 1' THICK I.G. , EMBEDMENT --- EMBEDMENT EDGE DISTANCE SHOWN INSTALLED THROUGH 1X BUCKSTRIP H/*SS 11 SHOWN INSTALLED DIRECTLY TO SUBSTRATE1___ or---74 pnctjr-ir)-----1__ 1 EMBEDMENT -•• -- EDGE DISTANCE VERTICAL SECTION B-B 1__11_11 < SHOWN INSTALLED DIRECTLY TO METAL SUBSTRATE FLANGE FRAME SHOWN 11 11 11 11 11) lilli- 445 11 »* FLANGE FRAME SHOWN -113 1 i " t_L SHOWN INSTALLED DIRECTLY TO SUBSTRATE 1-jj P » 11 --7I EXTERIOR 0 EXTERIOR 0 CERT. OF AUTH. #29296 677 1" THICK I.G. -i . [=1 }il 7/8" THICK I.G. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 LD CN Q) . iz <13 BUCK WIDTH L- HORIZONTAL SECTION A-A INSTALLATION NOTES: «-n p PW-5440 e \L ». ,{1 1- 1, <\ q'/ \ -r- 1 EMBEDMENT 3 3 OF 4 /-0 4 PE 6 0 SHOWN INSTALLED THROUGH 1X BUCKSTRIP EQUAL- ILEG/BOX *-1 FRAME SHOWN 1 ) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. VINYL FIXED WINDOW FPA (NON-IMPACT) FLANGE & EQUAL-LEG/BOX FRAMES 8 J ROSOWSKI Ch :0 - 44 EDGE DISTANCE 12/13/14 D 3 NTS FPA-5440.0 I ''r -6 1 (0 1 iS' / i'- A LYNN MILLER, P.E. P EL# 58705 EXTERIOR 0 SHOWN INSTALLED THROUGH THE INTEGRAL FIN EMBEDMENT « BUCK HEIGHT J-CHANNEL FRAME SHOWN 1 _ t) 23 INTEGRAL FIN FRAME SHOWN IF) =1@ L.- fr' 51 fra IL_5 7/8" THICK I.G. \-- 1" THICK I.G. SHOWN INSTALLED THROUGH THE FRAME ll. 4 3 <L.*33 1/3 ---------------' ----------- 1-- ----- -·-- EDGE DISTANCE - VERTICAL SECTION D-D EMBEDMENT EMBEDMENT EDGE DISTANCE f EDGE DISTANCE --7.11 12 , 11 'r _1«1_111 INTEGRAL FIN FRAME SHOWN 4 2 +RD Ir SHOWN INSTALLED THROUGH THE FRAME UD CK N EC . 0 D qD IZ <b CE C3 to *Z EDGE DISTANCE -- SHOWN INSTALLED THROUGH THE INTEGRAL FIN 1 4/1 1 2 . ,- 11 1- -*f-} - 1 11111/]1111 - . ' r J-CHANNEL ) FRAME - 7/8" THICK I.G. - SHOWN EXTERIOR 0 )r---7» INSTALLATION THROUGH THE FRAME, INTO METAL BUCK WIDTH HORIZONTAL SECTION C-C '1 11 11 41 21) 101 11-1 4 11--4/ 19 A /L-_3< F / 5 WJ /1 , FRAME L__r EXTERIOR SHOWN EXTERIOR 0 0 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 VINYL FIXED WINDOW FPA (NON-IMPACT) { 12/13/14 C J-CHANNEL & INTEGRAL FIN FRAMES $* J ROSOWSKI Cb PW-5440 NTS 40F4 E3 FPA-5440.0 1 81/IM 4 1 INTEGRAL FIN FRAME SHOWN INSTALLATION NOTES: i EMBEDMENT t 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. ' IJ: 1 tolly ,. A. LYNN MILLER, P.E. P.E.#58705