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Home My WebLink AboutRevision; SH Window Installation..A6 SERIES 4000A NON -IMPACT SINGLE HUNG WINDOW 53-1W TIP-TO•TIFLWDTH - 52-11e' BUCK WIDTH 1)THISPRODUCTHASBEENOESIGNED&TESTEDTOCOMPLYWITHTHE 52-1B BWI UCKDTH SEEO.C.ON REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH NO ANCHORS TABLE 4,+I VELOCITY HURRICANE ZONE(HVKZ). REQUIRED IN HEAD 9'MAX. B-12'NAX SHEETS I 52-IM'SUCKWIDW 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A T-� 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3. ALL 48-13/16' • 48.1NIV C 4 Iwl6' WOOD BUCKS LESS THAN I-12' THICK ARE TO BE CONSIDERED IX rMA)(. FROM VISISLELIGHT BEE L VSIBLELIGHT VISIBLE LIGHT INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED CENTEROF TABLES DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IWTHICK MEETING OR GREATER. IX AND BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUM DESIGN A 7]' SEE O.C.ON C 6•MAX. O.C. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR - - BUCK ARCHITECT OF RECORD. HEIGHT TABLE 4, SHEET3 4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O'MAX. FROM 1S11B' T 7W DRESBINGORSTUCCO.USEMCHORSOFSUFFICIEWL GTH. u-1/B" / 7r 3S11B' it INSTALIATIONANCHORS SHOULD BE SEALED. OVEFMLSEALING/FTASHING CENTER OF VISIBLE BEE TIP -TO WSIBLE BUCK VISIBLE BUCK STRATEGY FOR WATER RESISTANCE OFINSTALLATONSWW. BE DONE BY MEETING RAIL LIGHT 47.11MW TABLE3 MP LIGH7 HEIGHT OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VI GI IBfT� HEIGHT Q-11/1fi' LIGHT 47-11/16' HEIGHT VISIBLE LLGMi 1 LISGIV 5)SHIMSARE REOUIREDAT EACH FLANGE ANCHOR LOCATION WHERE THE 8'MA%. &12'MAX. PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF T TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE B NOANCHORS II O O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE REQUIRED IN SILL 3' MAX. 6' MAX. O.C. WnNooW. TYP. FLANGE FRAME TYP. INTEGRAL FIN FRAME TYP. INTEGRAL FIN FRAME 6) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ANCHOR LOCATIONS COT MAX SIZE ANCHOR LOCATIONS A MAX. SIZE ANCHOR LOCATIONS A MAY, SIZE THE WIND LOADS CORRESPONDINGTOTHE REQUIRED DESIGN PRESSURE. (INSTALLED WITH SCREWS) THE 33.1BX STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS (INSTALLED WITH NAILS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1B'�II-.- 3I16' 1f4'-aI L REQUIREMENTS OFTHEFLORIDABUILDINGCODE FOR CORROSION II RESISTANCE. TYP. GLAZING DETAIL Glass Types 1 1/6" Annealed 2 1/8' Tempered 3 3116" Annealed 4 311T Tempered 5 110 Ammled 6 1W Tempered 7 1/8" Amealed, 114" Airspace, 118' Annealed B 3118' Annealed 1W Allepace, 1/8"Anneeled 9 1/8" Tempered 1/4' Xmpace, 11W Tempered 10 3/16*Tempered, 1/4"Airspace, 118"Tempered 3I10' ANNEALEDOR I('TI 1B'ANNEALED Oft TEMPERED GLASS 1/4'ANNEALEDOR I TEMPERED GLASS TEMPERED GLASS 1/8"GLAZING ME" GLAZING 114"GLA7ING GLASS TYPES I&2 GLSSTYPES3&4 GLASSTYPES5&6 GLASSSTA K__� GLASS STACK 11WANNEALEDOR TEMPERED OlA53 1I8'ANNEALEDCR TEMPERED GLA55 1/4'AIRSPACE 1/4'AIRSPACE 11WMNEALEDOR Ltfi'ANNEAlE00R- TEMPERED GLASS TEMPEREDGIASS 1/2' I.O. GLAZING 9/16" I.G. GLAZING 3IASSTYPES7&9 GfASSTYPESe9113 DESIGN PRESSURE RATING (GLASS TYPE I) IMPACT RATING SEE TABLE 2 NOT RATED FOR IMPACTRESISTANCE DESIGN PRESSURE RATING (GLASS TYPES 2.10) IMPACT MTING +50/-50 PSF NOT RATED FOR IMPACT RESISTANCE Rde, SH WINDOW INSTALLATION Design Pressure (lbs/fe) for Glass Type 1 Willow Buck Width 184/8' 25.1/Y 32' 1 38' 4(r 44' 48' 52-1/8- 22' +1- 50.0 .1-50.0 +f.50.0 +/- 60.0 +/- 50.0 +/- 50.0 +/- 50.0 +1.60.0 36- +1-50.0 +/-50.0 +1-50.0 +1-50.0 +1-50.0 +/-60A +/-50.0 +1-50.0 p 37-Vw +/-50.0 +/-50.0 +/-50.D +/-60.0 +/-50.0 +/-5DO ♦f-50G +/-5D0 g' 44' +1' 50.0 -1- 50.0 +1-50.0 +/- 50.0 +1- 60.0 +/- 50.0 +1-46.0 +/-41.4 48' +/-50.0 +1- 50.0 +/-60.0 +1-50.0 +/-50.0 +/-50.0 +/-45.0 - 40.1 m 49-5/8' +/-50.0 +/-50D +1-50.0 +/-50.0 +1- 50.0 +1- 50.0 +1-44.9 H-39.9 BP y-50.0 +1- 50.0 +1-50.0 +1-50.0 +/-50.0 +/-48,7 +1-43.9 +/-39.9 3 BY +/-50.0 +/-50.0 +/.50,0 +1-60.0 +/-50.0 +1-47.9 +1. 43.3 1-39.7 72' +1-50.0 +/-50.0 ./-50.0 +/-50.0 +/-47.0 +/.427 +/-39.6 +/-37.0 77' +1- 50.0 +1- 50.0 +/-50.0 +1. 48,6 +/-442 +1-40.3 1-+/-37.7 1 +/-34.A GENERAL NOTES & ELEVATION 1/4" GLAZING. SH-4000A I NTS J ROSOWSKI mTe: 04/12/19 0 EY: Rw. D : JR 10/03/19 1 OF 4 I SH4000FLPA No. 58705 rECHNOL( 1 1 1 DRIVE p';ae �. NICE, FLS4275 (9 40016m i-F':F[ORIDP: �� m n S COMPLIANCE � � ION �+�'�� COPY ST. CICOUNTY RnCC SHOWN EMBEDMENT NOANCHORSREOUIREDIN EMBEDMENT LL 3 INSTAEDTHRU FLANGE FRAME HFAD / 1X BUCKSTRP INSULATED 27 GLAZING DISEWETANCE / I ( SHOWN MONOLITHIC GLAZING SHOWN NOTES rT--TT((�� 1) USE ONLY SUBSTRATE APPROPRIATE 9 ") A' ANCHORSLISTEDDGEDIISTANCN TABLE 3. LOW U�, EMBEDMENT ST EDGE DISTANCE UMITB SHOW MAYB USED N OPTION SHOWN MAY BE USED ON MY SIDE OF TIP THE WINWW. R LOCKS AT TOPEASH 2) MASONRY ANCHORS MAY BE USED BUCK RAIL INTO WOOD AS PER TABLE 3. ALL WOOD HEIGHT OR BUCKS LE59 THlW 1-12'THICKARE TO BOTTOM BE CONSIDERED IX INSTALLATIONS. IX LIFT RAIL WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 43 WOOD BUCKS DEPICTED A9 MARE 1-1Q' T THICK OR GREATER. IX AND ZK BUCKS INSULATED 36 (WHEN USED) SHALL BE DESIGNED TO GLAZING PROPERLY TRANSFER LOADS TO THE SHOWN 31 11. STRUCTURE. WOOD BUCKDESIGNAND INSTALLATION IS THE RESPONSIBILRY OF THE ENGINEER OR ARCHITECT OF EXTERIOR) RECORD. a ? 3) SEE SHEET I B TABLE 3 FOR SPACING j REQUIREMENTS. 2 4) MAX. SHIM THICKNESS TO BE 114". 6) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSESONLY AND MAY DIFFERTO MEETDESIGN REQUIREMENTS. MONOLTIHIC GINlNG SHOWN J \ U " L_JQ BUCKWMDTH TIP-TPTIP WIDTH EXTERIOR HORIZONTAL SECTION A -A JVL Anchor Substrate Mlnimm Edge dstance N9nIrllum Emtbmnem Max. O.Q (Above lBelwv Meeting Rail) P.T. SDuthem Pine (SG e,65) WE, 1318° 21"123' 012 Steel EMS Aluminum, 606375 In. 318' DOTS, 21"/2W screw G5 Steel Stuck Dr. 33 min. 3'8" 0.00S' (20 Ga) 21' / 2W A365teel 318' 0.0517 21°I23' P.T Southem Pine (SG =.65) 1" 1318° 21"123' 1/4"Steel CrnenEe(min. 29 ksi) i-1/S" 13/9" 21"123" Ulancon Grouted CMU, (ASTM C-90) 2-1/2' 13/4' 21" / 23° Ungrolned CMU,(ASTM G90) 1.1/9' 1-i/4° 12-IW 112-1/4" P.T. Sndhem Pine (SG =.56) 11. 1318" 21'/23" 114- 410 SS Concrete (min. 3.35 ksij 1" 1314° - 21' 125- GeteFle% Concmte (min. 3,35 ksl 2-112' 1' 21' 1 Z3" Ungrauted CMU, (ASTM C-DD) 1414' 1-1/4' 21° / 23° umcuu TIONS. wic. 2) "uNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMUMUAPPUCATIONS. \A F SMS (GS) a SHOWN INSTALLED DIRECTLYINTO METAL INSTALLED INTOAPPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. MULLION SECTION APPROVED MULLION, MAYBE VERTICAL OR HORIZONTAL NO ANCHORS REQUIRED IN FLANGE FRAME SILL VERTICAL SECTION &B \010 Y LYNN41I ` Q N0.58705 .? , ] * 1 * p _ /; — ;-A / D Ll �� ; STA O (U� :�� •. :ELOPoDP,%' SS/........ !q,ONAL tAl•t ALYN�AIILL�I,P.E. P.E.0507D5 a Title: SH WINDOW INSTALLATION J ROSOWSKI DaacnpDo^: INSTALLATION FOR FLANGE WINDOWS DON: O4112/19 107MCHNDLocvGRVE N. VENICE, FL 31ZT5 (a41)4861800 Rewron: B) ADDED 1/4" GLAZING. Rrv. 6Y: JR aev. Data: 10/03/19 Se1Y%/YodaC SH4000A Scale: NTS SMaf: 20F4 DmalnpNe. SH4000FLPA Re. B cm�iome oIa FGTmeVSiR%B,MC "`" °"aw° REGISTMTIONe282BB +I EMBEDMENT J -� - �.,-..r,~- DISTANCE DISTANCE I EDGE DISTANCE +I MONOLITHIC GLAZING SHOWN LOCKS AT gU TOP SASH HEIGHT RAIL pa BOTTOM LIFT RAIL GLAZING SHOWN EXTERIOR --I EMBEDMENT VERTICAL SECTION D-D EMBEDMENT III I III 12 / INSULATED 70 2] 111 �VI Il EMBEDMENT MONOLITHIC I GLAZING SHOWN 43 24 EXTERIOR v BUCK WIDTH �—..I APPROVED ALUMINUM,STEEL FRAMING OR STEEL STUD, HORIZONTAL SECTION 6C Ancb°r 9ubatreb Min. EmbG#mentor Metal neMaea Min. Ftlge DI. tdax. Onconbr Dktanm, D.C. bMex. Cwm#r Dlrhnw 2-1/2"x.113"Box Nall P.LSw0em Plw(SG=.55) 3?w 6'®HeeNSill S"®jamb° P.]IB" 2-1R'x.131'C°mmm Nail P.T. S°utbam Pi. (SO -.65) y8' 2-1/2•x.145'R°°Sng Nail P.T. SooNem Pin°(SO -.55) y6" OIDMaISMSScre (G5) P.T. S°u1Mm Pine(SIS--5) 1-WW 1/2" 17-WIV OH.,&Sill 20-(Q jambs 8-11 ANminum, 50UNT5 min CA y8" SIaN Stu#, GCMMmin. OA45' y8" A36 Sta1 0.050' 3y8' #12 Steel SMS S.(G5) P.T.SwMem Pine lSG=.65) - 10• 9116' 3 1/8-®H..NSill 2O' @ Jambs 8.10 Alwnlnum, 6063-TS mIn. 0.125" T/16' Steel StW, Gr. 33 min. a.045" 711V A%Steel - 0.071' ]/16' SHOWN INSTALLED DIRECTLYINTO METAL #IOSTEEL SELF-0RBI �SMS (G5) 012 SWEL MULUON SECTION 1)ANCHOR MUST E%TENDAMIMIMUM OF 37HREA03 BEYOND ANY METAL SUBSTRATE APPROVED MU WON, MAY BE 2) `mNtRRO, FLATHEAD OR HEXHEADAREACCEPTASLE FOR II10 SCREW, FOR # 12 SCREW, USE VERTICAL OR HORQONTAL ONLY PANHEAO OR HEKHEAD. NOTES i)USEONLY SUBSTRATE BLE4.APPROPRIATE ANCHORS USTED IN TABLE 4. FOLLOW LLOW 1 U I I I I 1 DISTANCE EMBEDMENT DISTANCE LIMITS. ANY NY. NN V -j" OP ION SHOWN INSTALLATION HE WA SHOWM MAY BE USED ON ANY SIDE OF THE NAN00W. \�� ""•• � �:"UCENS•8: 2)]%WOOD FRAMINOORBUCK, 1-1?THICK OR SH WINDOW INSTALLATION Br J ROSOWSKI N#.68705 GREATER WacHptbn: �� _= /f 3) SEE SHEET I FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS O4/12/1910ro TECHNOLOGY DRIVE I0171� MAX. SHIM THICKNESS TO BE I/4'. RaMelom KVENICE FL U275 O •. STA EE OOq 5)GLA55SHOWNIS B ADDED 1/4" GLAZING. JR 10/03/19`"- FOR ILLUSTRATIVE PURPOSES ONLYAND MAY DIFFER TO MEET 5e:xa/YodeF. Smy: Snee. d°•Ni Ne. Rer. C°PMGMO ]DIG wiixau°miea we ALE "!/I.I111111' DESIGN REQUIREMENTS. SH•4000A NTS 30F4 SH4000FLPA B """'"RBPE6F""`° ALYNN MILLER REGISTRATIONIR8298 P.E.069705 P.E. Item # Description 1 Flange Frame Head 2 Flange Frame Sill 3 Flange Frame Jamb 4 Integral Fin Frame Head 5 Integral Fin Frame Sill 6 Integral Fin Frame Jamb 7 Sash Bottom Rail 8 Sash Top Rail 9 HD Fixed Meeting Rail 10 Sash Side Rail 11 Sash Bottom Lock 12 Vinyl Sash Stop 20 Vinyl Bulb, Flex PVC 70 23 Fixed Meeting Rail Plug Gasket, Rigid PVC 24 Wstp.,187' X.230' Fin Seal 25 Sash Side Rail Gasket, Polyethelyne 26 Balance Take-out Clip 27 Balance 28 Sash Cam, Nylon 29 Sweep Latch, Zinc 30 #6 X5/B' Ph. Ff. SMS Latch Screws 31 Setting Block 1/8' X1/2' X1'. EPDM 36 Sash Bottom Lock Song 38 Glazing Sealant 40 Vinyl Glass Bead (1/6' Glass) 41 Vinyl Glass Bead (3/16' Glass) 43 Vinyl Glass Bead (I.G.) 44 Kommed17 Kodispace 4SG TPS 45 Duanex Super Spacer with Hot -melt Butyl 46 1 Metal IG Spacer ('1" I J�� .689• .a62• .062• L OI FIANCE FRAME HEAD SOWS ALUMINUM OINTEGRAL FIN FRAME SILL 6063-T6ALUMIN�UMj" .a6r r t.T63• 093' i 1.0w OHD FIXED MEETING MIL 6063.T6 ALUMINUM OFLANGE FRAME SILL 608y.T6ALUMINUM n flW .050' J osz• z.00r som L o6r osa. OFIANCE FRAME JAMB 6063-TB ALUMINUM T O50' 1.1zs• —I I T 1.B9B° .062" a5P 1.229- .975' 1 1!r L .062' 050 i 6• INTEGRAL FIN FfIAMEJAMB 6 6063-TSALUMINUM Oj SASH BOTTOM RAIL 6083-TB ALUMINUM oer .asa^ t.379• m SASH SIDE MIL GX6 TGALUMINUM e74- 082 I1 SASH BOTTOM LOCK MIL 6063-T6 ALUMINUM SH WINDOW INSTALLATION I J ROSOWSKI I ADDED 1/4" GLAZING. yM.a.n smb: sheet SH-4000A NTS 1 4 OF 4 04/12/19 . 6y. R. wk JR 10/0 �4p N.. SH4000FLPA 1.BB5' .962• r 1.125• n 05WnnT II � II i .962- oar M-'- .oar---4-- IMEGRAL FIN 4 FRAME HEAD 606 IN$ALUMINUM —y 1�1..00226U�"'III 1 I+-- .wr z.o6r 800" OSASH TOP MI. 6003-TSALUMINUM "'?44 * : No. 68705 * _ P.E Engineering Evaluation Report # 4000-031518 Prepared by: A. Lynn Miller, P.E. 1070 Technology Dr. N. Venice, FL 34275 (941) 480-1600 Florida Registration: #29296 Manufacturer: PGT Industries 1070 Technology Dr North Venice, FL 34275 (941)-486-0100 Product Description: 4000A Series Non -impact -resistant Aluminum Single Hung Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Supporting Technical Documentation: 1. Approval document: drawing number SH4000FLPA Rev C, signed and sealed by A. Lynn Miller, P.E. 2. Test Report No. FTL-6479 signed and sealed by Marlin D. Brinson, P.E. Test Report No. 18-8281, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Nokomis, FL 34275 TAS 202-94 Uniform Static Air Pressure Test 3. Test Report No. FTL 17-7585, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Medley, FL 33166 TAS 202-94 Uniform Static Air Pressure Test 4. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 9/25/18. Limitations and Conditions of use: • Maximum Design Pressure: +50.0/-50.0 psf (12 psf water infiltration) • Maximum Overall Buck Size: 52-1/8" x 77' • Maximum DLO: 48-13116• x 35-1/8" • Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is not impact resistant and does require impact protection in wind bome debris regions. • Frame and sash material to be extruded aluminum • Units must be installed in accordance with approval document, SH4006FLPA , * ; 'No. 58705 sT re F !� i��s' .FCORIOP.•' G`�� S TOB NAL EN.\. A. Lynn Miller, P.E. P.E. # 58705