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6606 Gall Blvd
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6606 Gall Blvd
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Last modified
3/3/2025 2:01:57 PM
Creation date
2/18/2025 3:28:51 PM
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Building Plans
Street #
6606
Location
Gall Blvd
Contractor
Sonny's BBQ
Building Plans - Permit #
7935
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MAX. WINDOW WIDTH <br />HORIZONTAL SECTION <br />(FLANGE FRAMEI <br />ALONG <br />ENTIRE <br />JOINT <br />SCREWED CORNER ASS'Y <br />(FLANGE FRAME) <br />MAX. <br />WINDOW <br />HEIGHT <br />ALONG <br />ENTIRE <br />JOINT <br />KEYED CORNER ASS'Y <br />=LANGE FRAME) <br />ALONG <br />ENTIRE <br />JOINT <br />M/ <br />DAYL <br />OPEI <br />2.784" <br />v VERTICAL SECTION <br />WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME <br />107o TECHNOLOGrDRIvE SECTIONS &CORNER ASS'Y, FLANGED <br />FK 414107 8 NO CHANGE 71i1S SHEET <br />Revadr• ffv RBA; NOKOMS, FL 34275 r-. <br />F.K. f2/15103 A NO CHANGE THIS SHEET Ir <br />P.o. Box 152s ALUMINUM PICTURE WINDOW, IMPACT <br />da"n sy: fro: toad oero: NOKOM/S, FL 34274 ssasagllnOeg gw„;. <br />F.K. 7114/03 Visibly Better Dw ftw. FWV. <br />PW-701 HAL 7 a 12 42594 B <br />ITEM <br />DWG NO. <br />PART # <br />DESCRIPTION <br />1 <br />4256A <br />64256 <br />INTEGRAL FIN FRAME HEAD, SILL & JAMB <br />2 <br />4253 <br />64253 <br />FLANGED FRAME HEAD, SILL & JAMB <br />7 <br />1155 <br />781 PQX <br />#8 X 1 QUAD PN SMS STAINLESS STEEL <br />8 <br />SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT <br />SEALANT OR EQUAL <br />10 <br />4255 <br />64255 <br />7/16 LAMI GLASS BEAD <br />11 <br />4254 <br />64254 <br />1 1/16 LAMI I.G. GLASS BEAD <br />12 <br />1224 <br />6TP247 <br />VINYL BULB WEATHERSTRIP (THICK) <br />13 <br />4224 <br />INSTALLATION FASTENER COVER <br />14 <br />DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT <br />15 <br />DOW CORNING 995 SILICONE STRUCTURAL SEALANT, <br />BLACK <br />7/16" LAMI GLASS: 3/16" ANNEALED -.090 DUPONT <br />17 <br />BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB <br />INTERLAYER - 3/16" HEAT STRENGTHENED <br />1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED <br />18 <br />OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED -.090 <br />DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM <br />PVB INTERLAYER - 3/16" HEAT STRENGTHENED <br />20 <br />4262 <br />64262 <br />ARCHITECTURAL CORNER KEY <br />7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 <br />21 <br />DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM <br />PVB INTERLAYER - 3/16" HEAT STRENGTHENED <br />1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED <br />OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT <br />22 <br />STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX <br />KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT <br />STRENGTHENED <br />.970" <br />050" .975" <br />ITEM 10, <br />7/16 LAMI GLASS BEAD <br />MAT'L: 6063-T5 <br />DWG NO.4255 <br />R.dfty: a/s: Royb1ow <br />F.K. 41,W7 B NO CHANGE THIS SHEET <br />Rewd r• . a.r:Ore <br />F.K. 12/15w A NO CHANGE THIS SHEET <br />n.ro: c�aaar• aaro: <br />F.K. 7114103 <br />2.784" <br />.062"I�- <br />)DUCT R£Vwz <br />ompmng with lie pbrum <br />flag Code <br />*tam No <br />iratioa Date - <br />7 <br />w e Pmdwd CwAid <br />J_ <br />ITEM 1, INTEGRAL FIN FRAME <br />MAIL: 6063-T5 <br />DWG NO.4256A <br />.346" - 1.875" <br />.975" <br />FTq <br />050" <br />.062" <br />ITEM 111 2.784" <br />1 1/16 LAMI I.G. GLASS BEAD _ITEM 2, FLANGED FRAME <br />MAIL: 6063-T5 MAT'L: 6063-T5 <br />DWG NO.4254 DWG NO.4253 <br />1070 TECHNOLOGYDRIVE EXTRUSION PROFILES & PARTS LIST <br />NOKOMIS, FL 34275 nw <br />P.O. Box 1W9 4c.ALUMINUM PICTURE WINDOW, IMPACT <br />NOKOMIS, FL 34274 Visibly Better so+.ek SCOW �"BL <br />Pw7o1 HAL 9 ' 12 4259-4 B <br />T�� <br />Robert L. Clark, P.E. <br />PE #39712 <br />Structural <br />2.500" <br />PRODg Code <br />UCT REVLSFD <br />as cam*lag with the FWWO <br />Am <br />ptan- t - 06 <br />IN 09 <br />� Pnd�et Ct>i <br />Clark, P.E. <br />PE #39712 <br />Structural <br />2.784" <br />ALONG <br />ENTIRE <br />JOINT <br />SCREWED CORNER ASS'Y <br />(INTEGRAL FIN FRAME) <br />MAX. DAYLIGHT OPENING <br />MAX. WINDOW WIDTH <br />ALONG <br />ENTIRE <br />JOINT <br />KEYED CORNER ASS'Y <br />(INTEGRAL FIN FRAME) <br />ALONG <br />ENTIRE <br />JOINT <br />MAX. <br />WINDOW <br />HEIGHT <br />MAX. <br />DAYLIGHT <br />OPENING <br />2.784" <br />PRODUCT REVmw <br />Zwithcomplying <br />the nwi& <br />04 Code <br />WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) VERTICAL SECTION <br />(INTEGRAL FIN FRAME) � <br />F.K. 4/4R77 8 NO CHANGE THIS SHEET <br />107oTtCHNocoorDRIVE SECTIONS, INTEGRAL FIN <br />NOKOMIS, FL 34275 nr., <br />J1C.F.K. 12i16W A'°"` NO CHANGE THIS SHEET P.O. Box 1529 ALUMINUM PICTURE WINDOW, IMPACT Rc Clap P.E. <br />p B0k1a +: NOKOMIS, FL 34274 Visibly Better & odek ' ° ° Z "sr PE #39712 <br />F.K. 7/14/03 PW-701 HAL 8 W 12 4259-4 B Structural <br />WOOD ANCHOR <br />(SEE NOTE 2) <br />1 /4" MAX. <br />SHIM <br />AT CORNERS " <br />AND 5" O.C. <br />WOOD BUCK OR FRAMING <br />INTEGRAL FIN DETAIL A <br />u1bF 1/4" MAX. <br />SHIM <br />.131" DIA. MIN. <br />x 2 1/2" NAIL, ---_ <br />1 3/8 MIN. — 1 3/8" MIN. <br />®EMBEDMENT®EM <br />BEDMENT <br />�t2 W <br />WOOD ANCHOR <br />(SEE NOTE 2) <br />1 /4" MAX. <br />SHIM <br />T <br />INTEGRAL FIN DETAIL B x OOD BUCK FLANGED DETAIL C L 2x WOOD BUCK <br />(SEE NOTE 3) (SEE NOTE 3) <br />CONCRETE ANCHOR <br />CONCRETE ANCHOR <br />(SEE NOTE 1) <br />(SEE NOTE 1) <br />1/4" MAX. <br />114" MAX. <br />SHIM <br />SHIM <br />• �. <br />• °` <br />j <br />SEE NOTE 1 FOR 1� <br />-� _ _--- _ _ <br />..: 9 • <br />o ' EMBEDMENT <br />+, ' ' •: ® SEE NOTE 1 FOR :....: <br />. ,. <br />�• ,." 1x WOOD BUCK <br />® EMBEDMENT: . • ' : (SEE NOTE 3) <br />- -4 ,, <br />® <br />3.5 KSI MIN. CONCRETE <br />3.5 KSI MIN. CONCRETE <br />FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU <br />NOTES: ® <br />nODUCTREvLUO <br />1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8"�_ MIN., 5/16" ELCO TAPCONS EMBEDDED <br />1 3/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE <br />EDGE IS 1 3/4" MIN. <br />n le of <br />2. FOR WOOD APPLICATIONS IN MIAMi-DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. <br />3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS <br />e Prodad Cortro! <br />1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD <br />BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. <br />WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR <br />GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS <br />JURISDICTION. OR AS APPROVED BY AUTHORITY HAVING <br />4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE <br />ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN <br />THESE DETAILS FOR 2x WOOD BUCKS. <br />THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. <br />IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE <br />SPACING FOR TAPCONS MAY BE USED. <br />Rwood BY alr: <br />.✓`"'� <br />R0vbiww, <br />Aftftbrw <br />F.K. 8 REVISE AND UPDATEANCHORAGE PER CURRENT FBC <br />1070 TECHNOLOGYVRNE"It <br />NOKOMIS, FL 34275 <br />ANCHORAGE - HEAD, SILL AND JAMBS <br />� J <br />oats.. <br />F.K. 12H5A73 A CHANGE NOTE 1 AND FASTENER SPACING <br />�""� a"% C1ia1e°� wro: <br />P.O. BOX 1529 <br />May= <br />ALUMINUM PICTURE W/NDOW, IMPACT <br />F.K. 7/14/173 <br />NOKOMIS, FL 34274 <br />Visibly Better <br />8"�"10°« m°'1' <br />PW-701 <br />NTS <br />s ..c <br />10 12 <br />N <br />4259-4 <br />�, <br />B <br />R L. Clark, P.E. <br />PE #39712 <br />Structural <br />L <br />v "o <br />LO <br />L0 LO O <br />W <br />O <br />C <br />u7 <br />00 00 C4 <br />00 <br />d' mil' <br />c a <br />O <br />s <br />O <br />Cm� <br />C <br />�C <br />C <br />Q <br />_ <br />O <br />■� <br />Q) 00 <br />C C'M <br />O <br />CD <br />0 -0 <br />U <br />a) O <br />C �}— <br />° <br />o <br />C <br />C <br />`n a <br />L <br />o <br />L L <br />LO o <br />© copyright <br />to <br />04 <br />L <br />to N <br />CO <br />CO O <br />38 -a 0 <br />146 <br />. <br />0 0 O <br />.� <br />�s O <br />.p s C <br />`0 N O <br />�o N C <br />revisions: <br />FAM <br />drawn: sc/dm/at <br />checked: rd <br />date: 3-21-08 <br />prof. no. P07-15B <br />A091 1 <br />
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