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HomeMy WebLinkAboutFL1435_R22_II_SH-5500B, SEE 1 SHEET 3 A, SEESHEET 3 < B-I MAX. BUCK WIDTH SEE TABLE 1 28" - MAX. k·-12" i_MAX. 1- 1 0-C. 1 X 0 NO ANCHORS AT SILL A d 12" MAX. 17.867" MAX. O.C. _1_ 6-1/2" MAX. 1 ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION 11 MAX. BUCK HEIGHT SEE -r TABLE 1 10" MAX. O.C. _1_ A 13.773" MAX. O.C. A GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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). 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 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS 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. B, SEE -, SHEET 3 A, SEE SHEET 3 B-I MAX. BUCK WIDTH SEE TABLE 1 MAX.12' 0-2 MAX. A-* 28" X 0 L-- NO ANCHORS AT SILL 1 12" MAX. _1_ i 17.867" MAX. O.C. _L -T 10" MAX. OF V 1 A 13.773" MAX. O.C. 6-1/2" MAX. ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) TABLE 1: Window Buck Size Width 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8" Height 84" 84" 91-13/16" 84" 84" 91-13/16" CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 Custom Sash Equal-lite Std. ProView U (/} Equal-lite Std. ProView iz Configuration Custom Sash Reinf. Level R1 R2 MAX. BUCK HEIGHT SEE TABLE 1 D, SEE <, SHEET 4 C, SEESHEET 41 4" MAX. O.C. D... 1 T MAX. BUCK WIDTH SEE TABLE 1 1 -f t 4" MAX. O.C. . . 1 :Q 11 4 LJIE 2"MAX. --1 C F 2"MAX. MAX. BUCK HEIGHT SEE TABLE 1 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) Design Pressure (+) psf 50.0 65.0 (-) psf 50.0 70.0 VINYL SH WINDOW FPA (IMP.-RESIST.) GENERAL NOTES & ELEVATIONS SH-5500 0 U NTS 2 1 OF 4 Certification (CAR) Number 190-285, 1028 190-286,1029 & 12/13/14 C 5 J ROSOWSKI Cj 8B 20 FPA-5500.0 20 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. Y -««.r' A, A - 4, '11111\· A. LYNN MILLER, P.E. P.E.# 58705 Anchor #12 SMS (steel, 18-8 S.S. or 410 S.S.) R1 R2 TABLE 2: ANCHORS INSTALLED THROUGH FRAME #10 SMS (steel, 18-8 S.S. or41OS.S.) Max. DP of 50.0 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 --1 WIDTH 1---- RADIUSTOP (EQUAL-LITE SHOWN) 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, (ASTM C-·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) WINDOW SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. 1 C) (D E -{ WIDTH j-*- ARCHTOP (PROVIEW/ORIEL SHOWN) TABLE 4: REINFORCEMENT TYPES Level Upper Ute Bottom Rail B C Reinforcement Top Rail A A Lower Lite Bottom Rail A A Min. Edge Distance 7/16" 3/8" 3/8' 3/8' 9/16" 3/8" 3/8" 3/8' 7/16" Side Rails A A 1" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1-1/2" 1" 7, 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" 5/16" A/A PVB 7/16" AIR SPACE ANCHOR NOTES: 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 7 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE -+1 7/8" NOM. 4- L- CERT. OF AUTH. #29296 1, ,1 1i 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" Roofing Nail #10 SMS (steel, 18-8 S.S. or41OS.S.) Substrate P.T. Southern Pine (SG=.55) .55) .55) .55) P.T. Southern Pine (SG= P.T. Southern Pine (SG= P.T. Southern Pine (SG= Aluminum, 6063-T5 Steel Stud, Gr. 33 Steel, A36 90 02 Min. Edge Distance 9/16" 9/16" 9/16" Min. Embedment 2-7/16" 2-7/16" 2-7/16" 1-3/8" 0.0713" (14 Ga.) 0.0346" (20 Ga.) 0.050" GE-7700 OR DOW-791-1 SILICONE \ 1/2" NOM.GLASS BITE TYP. EXTERIOR 41 8&5&2=33 1 - 1 TYP. GLAZING DETAIL -- 7/8" NOM. 5/16" 8/8 PVB 3/8" AIR SPACE . 3/16" ANNEALED ORTEMPERED GLASS 7 DURASEAL, SUPERSPACEROR CARDINAL XL EDGE GLAZING TYPES 1, ,I j f. '1, '11 j 1 PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 VINYL SH WINDOW FPA (IMP.-RESIST.) GLASS/ANCHOR OPTIONS 7 E SH-5500 (D 3 NTS S 2 OF 4 un C 2 /8 3/4" 3/8" 3/8" 3/8" (D 12/13/14 J ROSOWSKI <D 50 eC3 C\1 q> SE 02 0 FPA-5500.0 e C REINFORCENT TYPE A U U REINFORCENT TYPE B [j} REINFORCENT TYPE C 61 (°Ils'.,]is A. LYNN MILLER, PE. P.E.#58705 SHOWN INSTALLED THROUGH 1X BUCKSTRIP EQUAL LEG FRAME SHOWN FLANGE FRAME SHOWN 1 BUCK HEIGHT Illix .lilli Il ir trinj |l-54»fl EXTERIOR <3 »f llit -1---j t 15 EDGE DISTANCE A EMBEDMENT -1 r u ,C_z- i OPT. SASH TOP»r LIFT RAIL r- -1] 1 AJ 1.-ill -1 14 A 2 L-U If-] 11 lilli VERTICAL SECTION B-B OPT. SASH i BOTTOM LIFT HANDLE/LOCK NO ANCHORS REQUIRED IN FIANGE OR EQUAL-LEG FRAME SILLS EMBEDMENT 7-- EDGE DISTANCE SHOWN INSTALLED DIRECTLY TO SUBSTRATE lilli / / , i]C][5 »44» FLANGE FRAME 1 SHOWN ' - 1__11_11_ , 11 1\ 11 ii FLANGE / FRAME j SHOWN EXTERIOR t: 0 BUCK WIDTH HORIZONTAL SECTION A-A EXTERIOR INSTALLATION THROUGH THE FRAME, INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 .V CS . Qj In 8 Ch (5 INSTALLATION NOTES: (tb SHOWN INSTALLED THROUGH 1X »·---4- EMBEDMENT BUCKSTRIP Grjou 'j'{(/ /DISTANCE EDGE I H l lim J4-1EI \,j»EDGE , EQUAL - LEGFRAME 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 SH WINDOW FPA (IMP.-RESIST.) FLANGE & EQUAL-LEG/BOX FRAMES SH-5500 <lj 3 NTS 2 3 OF 4 20 C Be J 0 12/13/14 ROSOWSKI qD 3d 09 8 FPA-5500.0 a*KIF A. LYNN MILLER, P.E. P.E.#58705 SHOWN INSTALLED THROUGH THE FRAME r J-CHANNEL FRAME SHOWN 1 BUCK HEIGHT , -1] EXTERIOR FIN FRAME SHOWN 1-• -» EDGE DISTANCE L-- W 'r+A -JL_j_jl SHOWN INSTALLED THROUGH THE INTEGRAL FIN -Z r%==r i__L- 113 10 Ar U Vr WAR Q j 8 -T==rE] ll, AL_J; ID ----------- k* EMBEDMENT VERTICAL SECTION D-D EMBEDMENT OPT SASH TOP LIFT RAIL OPT. SASH BOTTOM LIFT HANDLE/LOCK EDGE DISTANCE EDGE DISTANCE --f 1 A EDGE DISTANCE L EXTERIOR 0 SHOWN INSTALLED THROUGH THE FRAME -1 EMBEDMENT L Hiq\,r : --11,; 11 0 1 2»1 1 1- 48](- 3141- 1»--f-/1 J-CHANNEL FRAME |- SHOWN »51 EXTERIOR BUCK WIDTH '1 11 11 li 11 II 11 '1 11 11 1 4 1 9[3[7==- 5' 11 J f Ir-< /4 ,11 ,/ 3 /Ali/'b EXTERIOR FRAME FRAME FIN FIN SHOWN SHOWN INSTALLATION THROUGH THE FRAME, INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 U q) CX C. 3 . <lb 03 1 .IS' HORIZONTAL SECTION C-C 1 3[3[3ZZZLIll--i J SHOWN INSTALLED THROUGH THE INTEGRAL FIN EDGE DISTANCE - , fi '11/}I 'll 1 tr:LA,-11-11f Z U EL -0 1 4__lk FIN FRAME SHOWN k 1 0=© 1--f» INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL VINYL SH WINDOW FPA (IMP.-RESIST.) J-CHANNEL & INTEGRAL FIN FRAMES SH-5500 & NTS 6%40F4 0 Q) - D 0 Ch INSTALLATION NOTES: 1 EMBEDMENT 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. 12/13/14 ROSOWSKI FPA-5500.0 + h _ S. . A. LYNN MILLER, P.E. P.E.# 58705