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HomeMy WebLinkAboutAPPPROVED Shwinco HR 9050 Drawings INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR OR INSTALLATION STRAP IS REQUIRED AT EACH � . ANCHOR LOCATION SHOWN. q—, w I c a 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM 7- HWINUO P"A'%R C" H I mlwm E o" T mmumm Rwom' mL L jilP!/d NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. l������� 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFNOW t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL uuuTq (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S" ~` ¢` 9050 SERIES LK 4. SHIM AS REQUIRED AT EACH THROUGH FRAME INSTALLATION ANCHOR OR 0�S C? y INSTALLATION STRAP WITH LOAD BEARING,SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. f ,,a+p' � '* SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. (IMPA C ) �� a >e 3q*°' L 5, FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS GENERAL NOTES: 11 THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM TITLE: EMBEDMENT INTO WOOD SUBSTRATE OR#8 PAN HEAD WOOD SCREWS 1, THE PRODUCT SHOWN HEREIN IS DESIGNED (IMPACT) THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH AND MANUFACTURED TO COMPLY WITH THE SERIES 9050 ( ) MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. FLORIDA BUILDING CODE(FBC), INSTALLATION& INCLUDING HVHZ AND HAS BEEN EVALUATED GENERAL NOTES 6. FOR FIN INSTALLATION INTO STEEL.SUBSTRATES,USE#10 ACCORDING TO THE FOLLOWING TEK SCREW THROUGH FIN WITH SUFFICIENT LENGTH PREPARE[) FOR. TO ACHIEVE MINIMUM PENETRATION OF 3 THREADS THRU STEEL SUBSTRATE. AAMA/WDMA/CSA 101/i.S.2/A440-05 TABLE OF CONTENTS SHWINCO ARCHITECTURAL TAS 201-94 PRODUCT5,LLC. 7. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE TAS 202-94 SHEET REVISION SHEET DESCRIPTION #10 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE TAS 203-94 - 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E 1886-02/05 1 - INSTALLATION&GENERAL NOTES DATE: 5-18-15 8, FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ASTM E 1996-02/05 2 _ ELEVATION&ANCHOR LAYOUT pRN By; K{,S OR DIRECTLY INTO CONRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON OR 2. ADEQUACY OF THE EXISTING STRUCTURAL. 3 - VERTICAL SECTIONS EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND CHK BY: COS FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 4 - HORIZONTAL SECTIONS 9. FOR FLANGE AND CLIP INSTALLATION INTO STEEL SUBSTRATE,USE#10 TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 5 - COMPONENTS,GLAZING DETAIL&BILL OF MATERIAL SCALE: NTS SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR PENETRATION BEYOND STEEL WALL. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, REVISIONS e i 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Ui J !V INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE I SIDING, STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE <. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF DESIGN PRE55URE RATING a 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE RECORD FOR THE PROJECT OF INSTALLATION. OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT MISSLE IMPACT SIZE DESIGN PRESSURES COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE RATING GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR LARGE AND SMALL z 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 76"x 74" +55/-55 PSF MISSILE TESTED CJ INSTALLATION 3flN ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE FACE SHELL OF BLOCK. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 72"x 48" +120/-120 PSF LARGE AND SMALL MISSILE TESTED 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT Ln ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING 54"x 6p3S +70/-7"0 PSF LARGE AND SMALL p SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IMPACT RESISTANCE, MISSILE TESTED MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. p 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED 6. WINDOW FRAME MATERIAL:VINYL-(PVC) Z ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 7. GLASS MEETS ASTM E 1300-04 GLASS CHART DwG : A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0,55, REQUIREMENTS. SEE SHEET 4 FOR GLAZING DETAIL. C.MASONRY-SHB.CONCRETE ALL CONFORM COMPRESSIVEUM O ASTM C90.STRENGTH OF 2700 PSI. P, f 8. DESIGNATIONS X AND O STAND FOR THE FOLLOWING: �" a•J' D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL X:OPERABLE PANEL SHEET. THICKNESS OF 47.8 MILS,(18 GAUGE), 0:FIXED PANEL 1 OF cc g IV UNIT MAX w.f* WIDTH 76.00" 36 DLO FIXED ��+ 7 484 MAX.WIDTH e 34.00" SASH 3.00"MAX. TITLE: MAX.WIDTH FROM CORNER—a INSTALLATION 11.00"MAX.O.C.TYP. 36.WI TYP. F ANCHORS F7 (FLANGEICLIP) SERIES 9050 (IMPACT) 3 3F OR CLIPS ELEVATION& ANCHOP LAYOUT PREPARE© FOR: 5HWINCO ARCHITECTUPAL 4 PPODUCT5,LLC. 4 4 Px 10 MAX. DATE: 4-22-15 UNIT IXOD Q SASH ROOFING NAILS x O.C.TYP. MAX. X. (FIN} (FLANGEICLIP) DRN BY; KRS MAX,. HEIGHT HEIGHT HEtGh€T 7A 00" 69.375" 68.875" CHK BY: CDS SCALE; NTS FROM CORNER FROM �� REVISIONS � CORNER 43 D B Bl s 3 NCI LAYOUT SILL STRAPS ELEVATION (FLANGE/CLIP) FIN, FLANGE, CLIP INSTALLATIONS w 0 z i I DwG #: SAP, .10 SHEET: CAULK BETWEEN 2 1/2"MIN.EDGE SHEATHING BY CONCRETE/MASONRY&1X DISTANCE OTHERS 2"MIN. WOOD BUCK BY OTHERS FLASHING BY OTHERS EMBEDMENT tlili#3/�� 1X WOOD BUCK 3116"ELCO TAPCON(OR EQUAL) [FIN) INSTALLATION ANCHOR CAULK BETWEE �' BY OTHERS FIN&SHEATHINGS CONCRETE/MASONRY 5d ROOFING NAIL g�® 1C "+ . a& BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH ' •PERIMETER SEALANT 1 1/4"MIN.° e •t e�EMBEDMENT 6Y OTHERS 2X WOOD FRAME �: C). �8 BY OTHERS ° ° BY OTHERS m a PERIMETER SEALANT pp ' BY OTHERS ° ' aNe ® 6e ee k ..�.... ° chapelwood e a MAX. 1/4"MAX. �°��� �+ ° `°•�' y►e'z 1A SHIM SPACE 1 SHIM SPACE O.A.WINDOW 10 INTERIOR , HEIGHT tT 1 EXTERIOR O.A.WINDOW 10 -----r 3!4"MIN.EDGE � ��l�j��11� EXTERIOR , 6 - _ HEIGHT EXTERIOR ' 6 DISTANCE SEE GLAZING SEE GLAZING , (FIN) SERIES 9050 (IMPACT) DETAILA S DETAILA SEE GLAZING VERTICAL SECTIONS � Y DETAILA � 3 INTERIOR D.A.WINDOW 10 PREPARED FOR: HEIGHT 9 1/4"MAX. 1A SHIM SPACE SWWINCQ ARCHITECTURAL PRODUCTS,).LC. PERIMETER SEALANT A VERTICAL SECTION BY OTHERS VERTICAL SECTION HEAD-CONCRETE/MASONRY 3 HEAD-2XWOOD FRAME DATE; -22- 5 FLANGE --_- PRE-CAST SILL DRN BY: KRS BY OTHERS SEALANT BEDDING- s• • DAP 800 OR BETTER CHK BY: COS 4 • •. ,< CONCRETE/MASONRY SCALE: NTS BY OTHERS INTERIOR *s g . EXTERIOR INTERIOR REVISIONS EXTERIOR r SEE GLAZING 5 SEE GLAZING DETAILA - LiJ DETAILA 1 VERTICAL SECTION - OPTION , 6 1/4"MAX, O.A.WINDOW , PRE-CAST SILL^CONCRETEjMASONRY WEIGHT - f SHIM SPACE � O.A.WINDOW NO FASTENERS 10 ` 3/4"MIN,EDGE HEIGHT 10 r , UNITS 76"IN WIDTH(MAX,DP 55) 1 , 9 � 9 1/4"MAX. DISTANCE ca 1A ._ _� SHIM SPACE PERIMETER SEALANT be (FIN) BY OTHERS z PERIMETER SEALANT O BY OTHERS EXTERIOR FINISH 1 1/4"MIN. BY OTHERS PRE-CAST SILL EMBEDMENT CAULK BETWEI N 2X WOO DFRAME lY BY OTHERS FIN&SHEATHIN L} BY OTHERS � 3/16"ELCO TAPCONS(OR EQUAL)INSTALLATION ANCHOR SHEATHING BY #8 WOOD SCREW uj G7 • e'° •+ , "< OTHERS OR SMS •< 4` � µ 1 1/4"MIN.EDGE 1 112"MIN. INSTALLATION e •.�' ," < ,a DISTANCE EMBEDMENT ANCHOR (FIN) - . . CONCRETE/MASONRY Dw& #: VERTICAL SECTION BY OTHERS rb VERTICAL SECTION PRE-CAST SILL-CONCRETE/MASONRY 3 SILL-2X WOOD FRAME �� m ' SHEET:: I cc 1 1/4"MIN. 1/4"MAX. EMBEDMENT SHIM SPACE (FLANGE) 1/4"MAX. INTERIOR 3/4"MIN.EDGE METAL FRAMING SHIM SPACE DISTANCE BY OTHERS 3116"ELCO TAPCON OR EQUAL INTERIORc� smss8am®W®qg tea¢ INSTALLATION ANCHOR ) (FIN) SKIS SCREW 1X WOOD BUCK INSTALLATION BY OTHERS ANCHOR T 4 1 8 t3. } I .. Y 2 1/2"MIN.EDGE ', 1A o .a # ` . : DISTANCE _ q lA a --=• SEE GLAZING 4`m�t9 pe�waod � se` DETAILA G®e R Kear p 10 '•. , ' \ TEXTERIOR CIENT TO A 'VIAL ACHIEVE A MIN, • ,p. DS THROUGH TT�.C•���#t$# ;#11��i��� SEE GLAZING 10 WALL SERIFS 9050 (IMPACT) CAULK BETWEEN'IX .• 10 DETAILA FINISH BY OTHERS �{�� �®NTAL SECTIONS WOOD BUCK& CONCRETE/MASONRY EXTERIOR PERIMETER SEALANT BY OTHERS PERIMETER SEALANT EXTERIOR BY OTHERS HING BY PREPARE® FOR: BY OTHERS OTHERS O.A.WINDOW BETWEEN FIN 5HW3 RODARCHITECTURAL C ICI ECCTURAL WIDTH g O.A.WINDOW INTERIOR SEE GLAZING --- WIDTH &SHEATHING SEE GLAZING 3 DETAILA HORIZONTAL SECTION DETAIL.-�.-- r_ � � HORIZONTAL SECTION Q f DATE: 4-22- 5 IAMB-CONCRETE/MASONRY 13 JAMB-METAL STUD sMs SCREW DRN BY: KRS 1s CHK BY: CDS 1/4"MAX. EMBEDMENT y— SHIM SPACE 2 SCALE: NTS 10 EXTERIOR i/4"MAX. (FLANGE) SHIM SPACE 2X WOOD FRAME 3/4"MIN.EDGE BY OTHERS DISTANCE INTERIOR I HORIZONTAL SECTION SHEET ROCK 2X WOOD FRAME REVISION (FIN) --�--- BY OTHERS BY OTHERS 5d ROOFING NAIL � INTERIOR _�� � INSTALLATION ANCHOR 1 & #8 WOODISMS SCREW 4 1 6 5 CA 2"MIN. 10 _ EMBEDMENT ENT SEE GLAZING J0 --- p DETAILA \ 3/4"MIN.EDGE T_.___.....,.,,._� ` 1)I5TANCE (FIN) 10 SEE GLAZING 10 U EXTERIOR FINISH BY OTHERS T DETAILA-�• / - L�LI VPERIMETER SEALANT EXTERIOR PERIMETER SEALANT SHEATHING BY ZO FLASHING BY OTHERS BY OTHERS EXTERIOR BY OTHERS OTHERS CAULK BETWEEN FIN 6 &SHEATHING O.A.WINDOW Z WIDTH __ O.A.WINDOW EXTERIOR BRICK FINISH WIDTH BY OTHERS Dw& #: E HORIZONTAL SECTION rH --HORIZONTAL SECTION SAP. .1 JAMB-2X WOOD FRAME \ a J JAMB-REPLACEMENT 5HEET: ROOFING NAIL �/ BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER NOTE: NO. PVC MATERIAL CERTIFICATION SHALL BE 1,00"O.A.INSULATED GLASS 03 1 HEAD,JAMB AND SILL(FIN) PVC SHWINCO SUBMITTED UNDER CURRENT CONSISTING OF: --- - - -- MIAMI-BADE NOA BY THERMOPLAST, A ROYAL 0.1875"ANNEALED OR TEMPERED GLASS, 1A HEAD,JAMB AND SILL PVC SHWINCO BUILDING PRQDUCTS 0.375"AIR SPACE,SWIGGLE SPACER 0.125"ANNEALED GLASS, 2 KEEPER RAIL - - PVC SHWINCO COMPANY,OR VISION EXTRU5ION5,LTD. 0.090"PVB INTERLAYER BY SOLUTIA, ��®i a C WO- 3 LOCK RAIL PVC SHWINCo 0.126°ANNEALED GLASS &.mo°j9OEN, 4 PULL.BOTTOM RAIL PVC SHWINC0 �� q® 13 5 TOP AND BOTTOM RAIL PVC SHWINCO 10 stiJ # - 6 TOP do BOT.RAIL REINFORCEMENT 6063-T5 IA VARIOUS 0,50"GLASS +, 14 � �� r�rE OFr®® 7 KEEPER RAIL REINFORCEMENT 6063-T5 BITE VARIOUS i � m� RKeorfeyP.E 8 LOCK&PULL RAIL REINFORCEMENT 6063-T5 VARIOUS INTERIOR �� �' I! N"" \� 'p�� + � 9 SILL TRACK PVC 5HWINCo EXTERIOR b 1.0 a 10 GLAZING BEAD PVC SHWINCO M TITLE: GLAZING DETAIL �4 SERIES 9050 (IMPACT) 11 SILL RISER 0.75"(OPTION) VINYL SHWTNCO NOTES: GLAZING DETAIL,B.O.M. A 12 SILL RISER 2,00"(OPTION) 6063-T5 SHWINCO COMPONENTS 1.GLAZING SHALL CONFORM TO 13 1.00"INSULATED GLASS APPLICABLE SAFTEY GLAZING PREPARE[) FOR: REQUIREMENTS PER SECTION 2406 14 GLASS BEDDING SILICONE DOW CORNING,NOVAGUARD &2411 OF THE FBC. SHWINCO ARCHITECTURAL PRODUCTS,LLC. 15 4" X 1" X 0.55"ANCHOR STRAP STEEL 2.GLAZING SMALL MEET THE REQUIREMENTS OFASTM E 1300-04. DATE: 4-22-15 URN BY: KRS HEAD, SILLAND JAMB(FIN) A HEAD, SILLAND JAMB KEEPER RAIL LOCK RAIL 4 PULL RAIL TOP&BOTTOM RAIL TOP&BOT RAIL REINFORCEMENT PVC PVC G) PVG PVC PVC PVC G) PVC CH K BY: CDS 1 ---_—�0.49" SCALE: NTS 1.7 jrl.86" 2.2 REVI ION �--2.35" -I —°- 2.01" 7 z 2 SILL RISER(OPTION) ALUMINUM POSITIVE DP:W PSF e� (D KEEPER RAIL REINFORCEMENT LOCK&PULL RAIL REINFORCEMENT SILL TRACK () GLAZING BEAD SILL.RISER(OPTION) L015 w PVC Pvc PVC Pvc ALUMINUM POSITIVE I)P:70 PSF 1.02" --�-i 1.67" 2.191, 1.41" 1 �0,50" 1-0.71" 4.4T' z �— 0.75' DWG : -- - SHEET: F