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HomeMy WebLinkAboutAPPROVED Shwinco Sliding Door Drawings 12519INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. USE ANCHOR STRAPS FOR SILL. OPTION: ONE (1) ANCHOR STRAP CAN BE USED IN LIEU OF SCREWS. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF J:1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD FRAMING USE #10 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCON OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7, FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS OR #8 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MILS. (18 GAUGE). SHWINCO ARCHITECTURAL pw"O'R 0 D" mum C T S 3 1 N (Ao ;""' m GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING AAMA/NWWDA 101/I.S.2-97 AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-02/05 ASTM E1996-02/05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: VINYL (PVC) 7. GLASS MEETS ASTM E 1300-04 GLASS CHART REQUIREMENTS. SEE SHEET 5 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATION: 2 TRACK: OXX, XXO, OXO, OXXO TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION & GENERAL NOTES 2A - ELEVATION & ANCHOR LAYOUT 2B - ELEVATION & ANCHOR LAYOUT 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 - GLAZING DETAIL, COMPONENTS & BILL OF MATERIAL DESIGN PRESSURE RATING SIZE DE5I6N PRE55URE5 MISSLE IMPACT RATING 147" x 96" - +6Q/60 PSF LARGE AND SMALL (OXX) MISSILE TESTED 141.5" x 96" +65/ 65 PSF LARGE AND SMALL (OXXO) MISSILE TESTED 141.5" x 79.5" +50/-50 PSF LARGE AND SMALL (OXXO) MI55ILE TESTED TITLE: SERIES 9700 561) (IMP.) IN5TALLATION & GENERAL NOTES PREPARED FOR: 5HWINCO ARCHITECTURAL. PRODUCTS, LLC. DATE: 5-26-15 DRN BY: KR5 CHK BY: COS SCALE: NTS REVISIONS F�- a bwG SAP.D.1003 SHEET: BE M FR HE 3B 25"MAX A 0315"MAX _ —O.IO. WIDTH PANEL WIDTH 3 3 E 4 F I 4 4 00' 9325" U(, MAX. 82.125" MAX. X X O WE PANEL OF GHT HEIGHT HEIGHT Q O MAX. N FRAME PP HEIGHT HE • \; t0Lm© '50, F OL.O. WELT] —PANEL WIDTH 1 A C 3 3 H 4 � I I I 4 25" 82.126 ix. MAX. NEL O.L O. GHT HEIGHT O X I Q X O I I Q ONE (1) INSTALIATION ANCHOR, STAGGERED PER LOCATION TYP.FOR HEAD NAMES I SILL. EXT. TRACK INT. TRACK AGo. MAX. (— 9,00' MAP GO :OM CORNER—i . 1 I�(uJ HEAD&SILL TYP TYP 300"MAX ROM CORNET Q JAMS TYP 12.50" MAX. X X O 0C. L5I JAMBS �P. INSTALLATIONANCHOR OR ANCHOR STRAP PER LOCATION ANCHOR LAYOUT ANCHOR R GAMBLER INSTALBLER THROUGH FRAME OR ANCHOR STRAP ASTRAP PER LOCATION ONE C) INSTALLATION ANCHOR, STAGGERED PER LOCATION TYP FOR HEAD IJAMOS I OLL. EXT. TRACK INT. TRACK w rao mrv.n. r�.niw_rvvm 3.00"MAX. 9.So- MAX . GO FROM BOB HEAD & SILL LYE TYP I I O X I i 010 X O I i I 300 MAX FROM CORNER JAMB TYP 1250^ M D.C. @ JAMBS TYP. `ONE (1) INSTALLATION ANCHOR OR ANCHOR STRAP PER LOCATION ONE (1) INSTALLATION ANCHOR LAYOUT ANCHOROR ANCHORSTRAF PER LOCATION THROUGH FRAME OR ANCHOR STRAP 4, Sya OJt;o rpx� Or• , TITLE: SERIES 9700 SGD (IMP) ELEVATION & ANCHOR LAYOUT PREPARED FOR: SHWINCO ARCHITECTURAL PRODUCTS, LLC. DATE: 5-26-15 DRN BY: KRS CHK BY: CDS SCALE: NTS REVISIONS L T m Z r H V U) W Q ry0 L DWG #: 5AP.D.1003 SHEET: 2A OF 141.50" MAX. FRAME WIDTH 26.00" MAX 37,125" MAX -.—D.LO. WIDTH— +PANEL WIDTH— A C 3 3 cc ��u�sueee�s�rrroa�rr�r �0®6 �o ran« �a'«♦w,`l5 a" 79.50" 72 4 "m �rp0 MAX. MAX, ° A' n .. FRAME PA i° « dy�pw�eov"PE'wtl p� HEIGHT HEIGHT<y�(� ''�«. 09 TITLU ttdti!116�ct®�® SERIES 9700 SGb (IMP.) ELEVATION 4 ANCHOR LAYOUT /ovo_ L111 PREPARED FOR: SHWINCO ARCHITECTURAL B 81 D PRODUCT5,LLC, ELEVATION 3 3 3 DATE: 5-26-15 EXT. TRACK DRN BY: KRS INT. TRACK ONE INSTALLATION ANCHOR, STAGGERED CHK BY; CDS 141.50" MAX. FRAME WIDTH PER LOCATION TYP.FOR HEAD / JAMBS / SILL. 12.50"MAX. O.C. 3,00"MAX. SCALE: NTS �1 @HEAD &SILL TYP. FROM CORNER —1 - FROM MAX. TYP IrFROMCORNER REVISIONS � @JAMB TYP. 14' 36.5 T m 62" Z MAX, MAX. 73.5" FRAME \ HEIGHT `—ONE (1) INSTALLATION H ANCHOR OR ANCHOR STRAP PER LOCATION W /^[,J (9 �/ `—ONE(1) INSTALLATION • «P.1).10 +" ANCHORLAYOUT T ANCHOR OR ANCHOR STRAP PER SHEET: THROUGH FRAME O ANCHOR STRAP LOCATION 2B OF 5- H 4 AX MAX i I 4 I O O O X X O 2 1/2" MIN. EDGE DISTANCE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. DOOR HEIGHT EXTERIOR .a 1E••. •I�° . 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SPACE f 1/4" MIN. INTERIOR SEE GLAZING DETAILA SEE GLAZING A A DETAILA EXTERIOR O.A. DOOR iAl VERTICAL SECTION HEIGHT 3 HEAD - CONCRETE/MASONRY iA THROUGH FRAME PERIMETER SEALANT BY OTHERS 1 1/4" MIN. EMBEDMENT SEE GLAZING ' DETAILA SEALANT BED — 3 p INTERIOR BY OTHERS 2 112" MIN. EDGE EXTERIOR DISTANCE — O.A. DOOR HEIGHT PERIMETER SEALANT BY OTHERS .. �..' a SEALANT BED i BYOTHERS VERTICAL SECTION 3 SILL - CONCRETE/MASONRY INTERIOR SHEATHING BY OTHERS FLASHING BY OTHERS CAULKBETWEEN FIN & SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. DOOR HEIGHT MASONRY BY OTHERS lU r • •S e •r• 31161, ITW TAPCON INSTALLATION ANCHOR gg VERTICAL SECTION CONCRETE/ SILL-CONCRETE/MASONRY MASONRY THROUGHFRAME BY OTHERS EXTERIOR SEE GLAZING DETAILA 2" MIN. EMBEDMENT (FIN) (G1 VERTICAL SECTION 3 HEAD -2X WOOD FRAME SEE GLAZING DETAILA EXTERIOR 5d ROOFING NAIL INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS SHEET ROCK BY OTHERS 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE INTERIOR (FIN) INTERIOR PERIMETER SEALANT}° BY OTHERS • • o i SEALANT BED • ' :• BY OTHERS r 2 1/2" MIN. EDGE DISTANCE O VERTICAL SECTION_ 3 SILL - CONCRETE/MASONRY ANCHOR STRAP MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 11 TITLE: SERIES 9700 561) (IMP.) VERTICAL SECTIONS PREPARED FOR: SHWINCO ARCHITECTURAL. PRODUCTS, LLC. DATE: 5-26-15 DRN BY: KRS CHK BY: CDS SCALE: NTS REVISIONS Lu - -44 d 7- m • A DWG #: ' ITW TAPV /tn P °� TAPCON a 003 INSTALLATION ANCHOR SHEET: F Q 1112" MIN. EMBEDMENT 1/4" MAX. _ SHIM SPACE CONCRETE/MASONRY BY OTHERS ----- CAULK BETWEEN 1X WOOD BUCK& CONCRETE/MASONRY BY OTHERS WOOD TRIM BY OTHERS WOOD BUCK BY OTHERS — 3H8" ITW TAPCON INSTALLATION ANCHOR `—PERIMETER SEALANT 2 1/2" MIN. EDGE DISTANCEEXTEROR FINHBY OTHERS OA. DOOR fTHEIRS WIDTH HORIZONTAL SECTION jI JAMB-CONCRETE/MASONRY 3/4" MIN. EDGE DISTANCE SHEET ROCK (FIN) BY OTHERS � 2X WOOD FRAME BY OTHERS 5d ROOFING NAIL INSTALLATION ANCHOR 2" MIN. EMBEDMENT (FIN) 1/4" MAX. SHIM SPACE EXTERIOR FINISH BY OTHERS �� PERIMETER SEALANT FLASHING BY OTHERS BY OTHERS CAULK BETWEEN FIN &SHEATHING HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME ROOFING NAIL INTERIOR INTERIOR SEE ni en1112 DET, EXTERIOR SEE GLAZING DETAILA EXTERIOR F HORIZONTAL SECTION (I, STILE INTERLOCK SEE DETAILA SEE GLAZING DETAILA EXTERIOR AZING DETAILA SEE GLAZING INTERIOR DETAI^A o'er 'LAZ�. -A INT EXl _... _.. O.A. DOOR WIDTH 1/4" MAX. SHEET ROCK SHIM SPACE BY OTHERS cc 3/4" MIN. EDGE DISTANCE METAL FRAMING (FIN) BY OTHERS ®p���{18 R f I f717 yf11� INTERIOR e SMS SCREW 5 ANCHOR INSTALLATION _ _y SUFFICIENT TO ACHIEVE A MIN. 3 THREADS THROUGH 2 8 WALL EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS - SHEATHING BY OTHERS EXTERIOR CAULK BETWEEN FIN O.A. DOOR & SHEATHING WIDTH GLAZING DETAILA 4 HORIZONTALDSECTION JAMB - METAL SMS SCREW 1/4" MAX. SHIM SPACE SHEET ROCK BY OTHERS 11/2" MIN. #8 WOOD/SMS SCREW 2X WOOD FRAME BY OTHERS 3/4" MIN. EDGE J 2 8 1A DISTANCE SHEATHING BY PERIMETER SEALANTF—Z OTHERS _ BY OTHERSEXTERIOR BRICK FINISH BYOTHERS HORIZONTAL SECTION q, JAMB -REPLACEMENT KP OF yne R eadeY,PE TITLE: -" 1111Rf1/110"" SERIES 9700 56b (IMP.) HORIZONTAL 5ECTIONS PREPARED FOR: SHWINCO ARCHITECTURAL PRODUCTS, LLC. DATE: 5-26-15 DRN BY: KR5 CHK BY: Cb5 SCALE: NTS REVISIONS W h Q T [O • Pli H f1 U U) W 0 OMEN ' ►AIC SAP.D.1003 SHEET BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER /�'� NO. / 4 , HEAD, SILLAND JAMB (FIN) �A HEAD, SILLAND JAMB O PANEL i MAIN FRAME (FIN) VINYL SHWINCO �,.,/ VINYL VINYL VINYL TYPICAL. WALL THICKNESS: 060" TYPICAL WALL THICKNESS:.060" TYPICAL WALL. I'HICKNESS:.060" IA MAIN FRAME (FLUSH) VINYL SHWINCO 2 PANEL VINYL SHWINCO 5.9" F.5.435" —=) 3 GLAZING BEAD VINYL SHWINCO 4 INTERLOCK VINYL SHWINCO L25" 5 TRACK COVER VINYL SHWINCO 8 6 TRACK ALUMINUM VARIOUS 7 THRESHOLD ALUMINUM VARIOUS 8 PANEL REINFORCEMENT ALUMINUM VARIOUS 9 FIXED PANEL RISER ALUMINUM VARIOUS /� ///'''��� ( ) GLAZING BEAD ( g `INTERLOCK O TRACK COVER 10 ASTRAGAL VINYL SHWINCO �„J VINYL \J vwvL VINYL 11 SILL RISER 0.75" (OPTION) ALUMINUM VARIOUS TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS: 050" 12 SILL RISER 2.00" (OPTION) ALUMINUM VARIOUS �I*2.27"_I 13 4 X i' X 0.55" ANCHOR STRAP STEEL VARIOUS tt I 14 GLASS BEDDING - DOW 945 / NOVAGUARD M 400 SILICONE DOW CORNING 15 SPACER 16 ROLLERS STEEL VARIOUS 17 MORTIS LOCK STEEL VARIOUS 18 HANDLE SETS STEEL VARIOUS 19 FIXED PANEL CLIP ALUMINUM VARIOUSTRACK /�'\ 20 MOVING PANEL CLIP ALUMINUM VARIOUS Q ALUMINUM O ALUMINUM REINFORCEMENT O FIXEDPANELRISER 21 INTERLOCK REINFORCEMENT ALUMINUM VARIOUS TYPICAL WALL THICKNESS:.060" IYPICALWALLTHICKNESS: .060" TYPICAL WALL THICKNESS:.060" 22 PANEL REINF. SCREWS #8 X 11/4" TEK PH FLT HD STAINLESS STEEL VARIOUS 1.885' � F--3.628"--I 1.883" 23 INTERLOCK SCREWS #8 X 11/2" TEK PH PAN STAINLESS STEEL VARIOUS 0.825" 1.696° 1.223" 24 INSTALLATION SCREWS #8 X 2 1/2" PH PAN HD STAINLESS STEEL VARIOUS T� 25 ROLLER SCREWS #8 X 3/4" PH FLT HD STAINLE55 STEEL VARIOUS 26 WEATHER STRIPPING - FRAME .270 X .290 PILE FIN SEAL MAX 27 j WEATHER STRIPPING - INTERLOCK .270 X .370 PILE FIN j SEAL MAX NOTE: 1) PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER CURRENT MIAMI-DADE NOA OR AAMA CERTIFIED EXTERIOR PROFILES LICENSE BY BOVARIAN POLYMERS I 2) PROPER SILL RISER OPTION SHALL BE 0,875" GLA55 I CHOSEN WHERE INCREASED RESISTANCE BITE TO WATER INFILTRATION I5 REQUIRED. , l�—� cl L_J i� 1 EXTERIOR INTERIOR GLAZING DETAIL A 1.00" O.A. INSULATED GLASS CONSISTING OF: 0.25" TEMPERED GLASS, 0.50" AIR SPACE, 0.1875" HEAT STRENGTHEND GLASS , 0.070" PVB INTERLAYER BY SOLUTIA, 0,1875" HEAT STENGTHEND GLASS NOTE 1, GLAZING SHALL CONFORM TO APPLICABLE SAFTEY GLAZING REQUIREMENTS PER SECTION 2411 OF THE FBC. 2. GLAZING SHALL MEET THE REQUIREMENTS OFASTM E 1300-G4. �o ASTRAGAL VINYL TYPICAL WALL THICKNESS:.086' 4 -- 2.94" —""I 1 SILL RISER (OPTION) ALUMINUM POSITIVE DP:70 PSF 12 SILL RISER (OPTION) ALUMINUM POSITIVE DP:90 ESE ---I-1.015" 4A7" 0 jyj Gene R K� 1e'}^,�P.E. SERIE5 9700 SGD (IMP.) GLAZING DETAIL, B.O.M. & COMPONENTS PREPARED FOR: SHWINCO ARCHITECTURAL PRODUCTS, LLC, DATE: 5-26-15 DRN BY: KRS CHK BY: CbS SCALE: NITS REVISIONS Lu m 0. U W ® ■■ pn A'. SHEET: 9