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Home My WebLink AboutConstruction PlansMAY 12 � .0 FILE COPY SERIES 4000A NON -IMPACT SINGLE HUNG WINDOW --� ~ 1) THIS PRODUCT HAS BEEN DESIGNED &TESTEDTOCOMPLY WITHTHE REQUIREMENTS OFTHE FLORIDA BUILCINGCOOE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH21. 2) SHUTTERS ARE REQUIRED WHEN USED IN WN0410RNE DEBRIS REGIONS. A - 3)MASONRYANCHORS MAY BE USED TWO WOODAS PER TABLE 3.ALL I WOOD BUCKS LESS THAN I-1Q'THICK ARE TO BE CONSIDERED IX S'MIX FROM L INSTALLATIONS. IX MOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED CENTEROF DIRECTLY TO SUBSTRATE. MOD BUCKS DEPICTED AS 2X ARE 1-12 THICK MEETING RAIL OR GREATER IX AND 2 BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LCMT TO THE STRUCTURE MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTCF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL &'MAX. FROM DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. CENTER OF INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALII MEETING RAIL STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE GONE BY OTHERSAND IS BEYOND THE SCOPE OFTHFSE INSTRUCTIONS J_ 5)SHIMSAREREQUIREDAT EACH FLANGEANCHORLOCATION WHERETHE 91MAX PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF 59-115'TIP-T0.TIP WDTH 52-118- BUCK WDTH NOANCHORS REQUIRED IN HEAD B 48-13116' VISIBLE LIGHT y 35-Ifs' VISIBLE ❑GAR 47.11116- VILE SIB LIGHT _ 52-1M' BUCK WDTH SEE O.C. ON TABLE4. 9'MAX. 8-1R'MAX .SHEETS D TT ISM A I BUCK J HEIGHT 7S' SEE TIP -TO SE3 TP HEIGHT TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE L,B NOANCHORS SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE REQUIRED INSILL WNDCW. TYP. FLANGE FRAME 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ANCHOR LOCATIONS a MAX. SIZE L SEE DO. ON TABLE 4, SHEET &12'MAX THE KIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1a%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 GONrACT WITH OTHER DISSIMILAR MATERIALS SWLLL MEETTHE 115"-II.- REOUIREMEWSOFTHEFLORIMBUILOINGCODEFORCORROSION I I RESISTANCE. ('TII 1 1VANNEA MMPEREDGLAss y1fi'ANNEALEOOR TEMPERE 1MANNEAEDCR �pEREDIG1/T 'ILYJIII EI TYP. GLAZING DETAIL Glass Types 1 1/8'Annealed 2 1/8' Tempered 3 - 3/16' Annealed 4 3H6-Tempered 5 IW Annealed 6 IW Tempered 7 1/8' Annealed, 1/4' Airspace, 11W Annealed 8 WIT Annealed, 1W Airspace, 10 Annealed 9 1/8' Tempered, 1/4' Airspace, 1/8' Tempered 10 WI6 Tempered.1/4' Afmpaee, 1/B' Tempered 1/8°GLAZING 3/18"GLAZING 1/4" GLAZING GLASS TYPES I&2 GLASSTYPES3&4 GIASSTYPES 5 & 6 GLASS STACK GLASS STACK IWANNEALEDOR WANNEALED OR TEMPEREDGWSS TEMPEREDGWS IN"AIRSPACE 'AM WANNEALED OR OR 3116•ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1/4" I.G. GLAZING GLASSTYPES7&9 DESIGN PRESSURE RATING IWP CTRATING (GLASS TYPE 1) SEE TABLE NOT RATEDroR a1PACT RESISTANCE DESIGN PRESSURERNnNG (GLASS TYPES 2.10) IMPACT RATING +50/-50 PSF NOT RATED FOR IMPACTRESISTANCE 9/16" I.G. GLAZING GVSS TYPES S & 10 aLIGHT I--D TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS (cD MAX. SIZE (INSTALLED WITH SCREWS) SH WINDOW INSTALLATION 52-1I8' BUCC WOTH 1C J_ 6-MA}XTO.C. I - 1 T BUCK HEIGHT r 3-MAK. J D 8•MWL.O.C. TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS A MAX. SIZE (INSTALLED WTH NAILS 4' VISIBBLELELIGHT 36118' VISIBLE LIGHT 4)11Nfi' VGIBLE LIGHT Design Pressure (Ihsill) for Glass Type 1 WmBuck Wdh 18418" 25-1/P 3Z' SE' 4(r 44" Qr 52-1f8" 2Z +/-50.0 +1-50.0 +1.50.0 +/.60.0 +1.50.0 +1-50.0 +1-50.0 +/-50.0 36' +1-B00 +1.50.0 +/-60.0 +/-5D.0 ♦1.60.0 +/-Sao +/-50.0 +/-50.0 -- 3748' +1-SGO ♦1.50.0 +1-60.0 +/-SOLD +/-50.0 +/-50.0 +1-50.0 +1.50.0 ,i 44" 14-SGO +/-50.0 +1-50.0 +/-W.0 +/-50.0 +/-500 +/-46.0 +/-41.4 48" +1- 50.0 +1.50.0 +1- A0.0 +/- 50.0 41- 50.0 +/- SO.O +1-45.0 +/-40.1 m 49air +I. SRO +/. 510 +1-50.0 +/-50.0 +/-50.0 +/-50.0 +/.44.9 +1.39.9 g60- +1. Sao +/. Sao +1-60.0 +1-50.0 +/-50.0 +/-48.7 +/-43.9 +P 39.9 `5 6Z' +/-Sao +/-SOLO +f-Sao +1.50.0 +1-60.0 +/-47.9 t/-43.3 +/-39.7 72' +1-SOLO +1-50.0 H•fi0.0 +/-W.0 +/-47.0 N-427 +/-39.6 +1.37.0 77" /-50.0 +/•60.0 H-SOLO +/-48.13 N-44.2 +/.W.3 +/-37.7 +/-349 GENERAL NOTES & ELEVATION Reihbn: D) ADDED 1/4" GLAZING. SH4000A I NTS I 1 OF 4 =m Br - L.�D) Windows & Doors ? , -` J RO_ SOWSKI/�' unt I ...: r°..uum No.513705 Wm.... 09/20/17 PREPMED BY LYNN MILLER 7:"0 1070TECHNOLOGYDRNE N.VEMCE.F1.34275 /i %%�'. SOT'•, STATE F rv.8y JR 10/03/19 (941)4 ieo0 :�F`S; :FLOR1oP, '77S/O E Raw cMm mle )OFLPA D & ALLRIGocseeo 6XT1ON IT I aLSfiJ58705 REGISTRATION 429298 TD P.E.458705 if D NOANCHORS REQUIRED IN FLANGEFRAMEHEAD EMBEDMENT EDGE DISTANCE NOTES 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED IN TABLE 3 FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRYANCHORS MAY BE USED INTO WOOD AS PER TABLE 3. ALL WOOD BUCKS LESS THAN 1-112-THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2XARE 1-1IT' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGNAND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) SEE SHEET 1 & TABLE 3 FOR SPACING REQUIREMENTS. 4) MAX. SHIM THICKNESS TO BE 1l4'. 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. EMBEDMENT SHOWN I DTHRU IXBUC j/ ll(BUCKSTWP INSULATED GLAZING SHOMM -M r�N�l M.01" A.:eu a �IAlllll • � I� � � j� d �hngn.un=. l�l rEDGE BUCKWIDTH—� I INSTALLED INTO APPROVED — TIP-T TIPWIDTH EXTERIOR ALUMINUM, STEELFRAMING n OR STEEL 5iU0. HORIZONTAL SECTION A -A V Anchor Sub3mte MlNmum "e CIUMn®. MlNmun Embedment Max. O.O• (Above l Below Meeting Rail). P.T SuAhem Pine (SG -.SS). W16° 1-3'B' 21"123' M2Steel SMS A ininum, 6063-TS min 3NP 0.078"- 21'12W Scw (GS) Steel Stud Gr. 33 min, 31B' O.O45- (2) Ga) 2V / 23' AM Steel 3/8' 0.050" _ 21.12-T P.T SMtrem Pine ISG=.55). 1' 1-3/8° 21"123' 1/4' Sted Concrete (min. Z9 ks) 1-1/B' 1-we, 21" 123' UMcen Grouted CMU,(ASTM O00) 2-1W 1-V4° 21"123' Ummuted CMU,(ASTM o90) 1-1/B' 1-114" 12-1/4'112-1te P.T. Southern Pine (SG •.55) 1" 1-318° 2Tl23' Ile 410 SS 35 Concrete (min. 3.ka1) 1' 1�4' 21°l23' CoR.R. - ConcMe(min. 3.36 ks) I 2-11Z' 1' 1 21.12Y Un9mMed CMU,(ASTM C.90) 1 1.34° 1-1l4" 1 21"IT GRO TEE MU VALM M WIIMYB U ] 1 FOR GROUTED DqL APPLICATIONS. 2)"UNGROUTED CMU'VgLUES MY BE USED FOR GROUTED CIVIL APPUCATONS. MULLION SECTION APPROVED MULLION, MAYBE VERTICAL OR HORZONTAL. IN SH WINDOW INSTALLATION J ROSOWSKI 'WURMSTRIM51- C _ t. No 58705 ic_ NO ANCHORFRAMESU- FLANGE FRAME SILL i'�luenue.o�t aw..•,Duu• .: Inc m.uanu — /° DaaaWBm.' Dale: INSTALLATION FOR FLANGE WINDOWS 09/20/17 PREPARED BYLYNN MILLER •, r0 i7) �` 1070TECHNOLOGYDRNE 1 O'•, SATE F R•nabn D) ADDED 1/4" GLAZING. !iJR"Rev.Ooi*31 JR 10/03/19 VERTICAL SECTION B43 N. VENICE. FL ]CPS (94p4eo-1EDD �•'-;F(ORIDI`.+' '� S GI S"�NALIEa�` swa/Maear. smb: snne UN•Lg No. Rer.pq�'m„s:oo ns SH-4000A NTS 2OF4 SH4000FLPA D `"" ALYNNIS.ER,P.E REGISTRATON629298 P.E.0 M705 L EDGE BUCK HEIGHT C}}Sjj J� 7 7 INSULATED? GING SHOWN HOM Z SS 3 7 EXTERIOR a EDGE ,r EDGEDISTANCE -+I "-I-EMBEDMENT Imo— F— DISTANCE DISTANCE I I MONOLITHIC GLAZING SHOWN LOCKSAT TOP SASH RAIL OR BOTTOM LIFT RAIL ---1 EMBEDMENT I --- VERTICAL SECTION D-D EXTERIOR v I BUCK WIDTH — HORIZONTAL SECTION C-C TART F G• T X(IIII:HFIN ANC.X(IRC EMBEDMENT Min. Min. Max. Anebor Substrate lenbedmentor Soon Nax.Onpnler Max.One Metal mclmes Distance O.C.eomer Uldence 21 x.113' Box Nail P.T. SwMem Pi7(SG=.55) &B" ® ®WadlSnhc III 2-lZx.131'Cmunon Nall P.LSOMhem Pine(SG=.55) - &6' 241r x.145° Rooting Nall P.T. Soulbem Pine SG a ,55) P.LSOWIem Pine (SG =.55) 1d6" Uz. Alwnlnum, 605 1`5 min 0.093° VW 17-41W@Hesd5fil d10 Steel SMS Snev (G5) 2T III Jambe B-1/2' St"i Stud, Gr. 33 min. G. F 316, A36 Steel Dow 36" P.T. Bantam Pina (SG=.55) I�r R11&° 012 Steel SMS Bann(05) Auminum, 60 TS mt. 0.125 7I1V 35116"®Heawsm 8-1/2' steal StW, Gr.33min. 0.045' 7/IB° ZP�Jambs A36 Steel 1 .071° 711V 1)7W CHOR MUST EXTEND MINIMUM OF 3 THREADS BEYOND MY METAL SUBSTRATE 2) PANHEAD, FLATHEAD OR HE%HEAD ARE ACCEPTABLE FOR 010 SCREW; FOR 012 SCREW, USE ONLYPANHEADORHEXHEAD. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 4. FOLLOW EDGE EMBEDMENT AND EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON j ANYSIGEOFTHEWINDOW. RBa, 1 2) 2X WOOD FRAMING OR BUCK I-ln-MCK OR SH WINDOW INSTALLATION GREATER. b>cnptnre 3) SEE SHEET I FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 4) MAX. SHIM THICKNESS TO BE 19'. ) A DADDED 1/4"GLAZING. 5) GLASS SHOWN IS FOR ILLUSTRATIVE y�y>Vyepel: Smx sneeE AND YDIFFER TO MEET SH-4000A NTS 30F4 DEBSIN3REQUIRRES EMENTB�. SHOWN INSTALLED DIRECTLY INTO ME AL 0() STEEL APPROVED ALUMINUM, STEEL FRAMINGORSTEELSTUD. 612STEEL SELFHJRIWNG SMS(GI SEE TABLE 3 REMOVE FIN ATMUWON EXTERIOR n 1 v MULLION SECTION APPROVEDMUWON,MAYBE VERTICAL OR HORIZONTAL Impact Resistant Windom & Doors 24`)" QCENSF'. �( I , J ¢, '•.Fp JROSOWSKI FL¢eRpXOm i.ireiiii.... °I rm runuerl No.58705 L/ Oafe: 09/20/17 PREPAREDBYLYNNMILLER�p 1010TECHNOLOGYDRNE N.VENICE.FL34275 2, �o ]q 4U del %OT'• F(ORIDP..:' �C��• F '�S/ONAI n. Try: Rw. MIx: JR 10/03/19 (mt)00.1600 - ENG: 7jrl A LYAAI/dI1111tLI I"P.E )OFLPA Rav D com xa,T. an, coi. m�s ai@naETS� REGISTRATIONII29296 P.EOSBTpS 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 lBalance Take-out Clip 27 Balance 28 Sash Cam, Nylon 29 Sweep Latch. Zinc 30 #6 X5/8' Ph. FI. SMS Latch Screws 31 Setting Block 1/8' X 112" X 1", EPDM 36 Sash Bottom Lock Spring 38 Glazing Sealant 40 Vinyl Glass Bead (178" Glass) 41 Vinyl Glass Bead (3/16' Glass) 43 lVinyl Glass Bead (I.G.) 44 Kommerling Kodispace 4SG TPS 45 quanex Super Spacer with HDtmelt Butyl 46 Metal IG Spacer — 2.001° .OBT SOP I /1 .66y9' A52 OBY 1 t RANGE FRAME HEAD 6063-TBALUMINUM OFWI FIANCE ME SILL 8083-T6 ALUMINUM 24W 3Y25• asm L994 osm 9]S 1 1.125- L 05P CW OINTEGW FINFRAMEJ 8 BOBbTB ALUMINUM DIIfrEGRAL FIN FRAME SILL 606}T6l UWNUM O6Y � WP os3• 1.763, t.00Y 10 SASH SIDE RAIL 6063.T6 ALUMINUM HD AXED MEETING O RAIL 6063-TB ALUMINUM 1' z3s• .aw• - OBP 2.000• 500' L OF .05T OFIANGE FRARIE JAMB 6066-7rBA NINUM .050' aez aT z° I} 1.229• u o teor OSASH BOTTOM RAIL 64*3-TBALUMmm .865 074" .862 11 SASH BOTTOM LOCK ML 6063-76ALUMINUM .OBP -I+ — .wr V 1 Car ---41-- OINTEGRALFIN FRAME HEAD GO6}T5PLUMINUM I'Ma• 2001• .800° SASH TOP 3P RAIL 6083T6 ALUMINUM Resistant p�.R sr ®Impact Windows 6 Doom SH WINDOW INSTALLATION J ROSOWSKI OeenlAWm pate: ut unq urine. nvn m:vii.iiv.nvv I x.: vvl.nm MATERIALS 09/20/17 PREPA DBYLYNNMIIlE 1070TECHNOLOGYDRD/E Rerulan: Fr. ey: Rw. Dora: N. VENICE, FL 342m D) ADDED 1/4" GLAZING. JR 10/03/19 10411460,1600 Ana/LaaeY. $RII: 9:leL Ornla9 N0. FT' raorRlGN]e mra CGI W.NOG1Y3a0GGR5 SH-4000A NTS 4 OF 4 SH4000FLPA D REGISTRATI0N4SK9e No. 58705