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PELLA CORPORATION 4 a SERIES 390 3-114" V1 NIL SINGLE ZffWG WINDOW a MSTAMATIONANCSORAGE DETAHS 3 W GENERAL NOTES: a w INSTALLATION NOTES: 1.THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT m EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING 1.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. TO THE PERFORMANCE STANDARDS LISTED BELOW AT THE DESIGN'PRESSURE(S)STATED ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK HEREIN.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED VENEER AND SIDING. TEST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA W a AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE(CCL). 2.SEE INSTALLATIONANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE 3 8 1.1. AAMANVDMAICSA 10111'S.2/M40-08 DISTANCES. 8 LL 12. AA MANVDMA/CSA 1011I.S.21A440-11 90 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO w 2.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2 � ZONE(HVHZ). 22. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE Z =I- 3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING AND METAL N = t4 m FRAMING SUBSTRATES AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF 3.SEE SHEET 4 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. '� O f5S vl F WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS-TO THE FOUNDATION IS THE o.-.p ~ Z RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 0)¢ Z ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. Z—g 0 S.THE NUMBER OF INSTALLATION ANCHORS ISBASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER t7 i g 5 F f! 4.1XAND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER (D.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2.END DISTANCES AND O.C. g ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE. 7 o IL THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN ( y PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 6.MAXIMUM RUTTED IJ:SHIM THICKNESS IS HIGH DE SHIM WHERE SPACE LA LOAD INCH OR GREATER OCCURS.SHIM S)SHALL g BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. S.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS m ui d. EXIST,THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC 6.1. FOR POCKET FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR O REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS. �' 4 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. - -- ---- w z >f - 6.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO QQ B ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR 8.INSTALLATION ANCHORS SHALL T a ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION W REGISTERED ARCHITECT. INSTRUCTIONS AND ANCHORS SFIeL=l41D gW�ITH STRENGTHS LESS THAN THE MINIMUM STRENGTH W u SPECIFIED IN THE INSTA TIO IVI��?IF t, 7.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR �J•.. �C A b!,+ CENC V�V® p;RP A ILL I, LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. I�nl � C�R�x�3'4C! COC�`+ 6 V/'1 1V 8.WINDOW FRAME MATERIAL-VINYL(PVC) ANA�'N �'il'I�Y A� 9.GLASS MEETS THE REQUIREMENTS OFASTMEl3W-04e1. CV1�S CJ ZEp'"MILUS 10. DESIGNATIONS WAND'O'STAND FOR THE FOLLOWING(AS APPLICABLE): 99 6 Ll . 10.1.X:OPERABLE LITE,SASH OR PANEL 102.0:FIXED LITE,SASH OR PANEL REVIEW DA - 11. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT CITY OF ZEPFIYRHILL HoberllAtroruSo,PS WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT SEE SHEET 2 Florida P.E.No.49752 EDITION OF THE FLORIDA BUILDING AND RESIDENTULLCODES. PI 1►At E MINER _ 'y Digitally 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR W THE PRODUCTS FOR DESIGN PLAN signed by CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. PRESSURES. TABLE OF CONTENTS li Robert J. 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATER PROOFING OF THE SEE GENERAL SHEET REV. SHEET DESCRIPTION JTg ^Amoruso, INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION.THAT 1 GENERAL NOTES,INSTALLATION NOTES 8 TABLE OF -.(3 RESPONSIBILITY ITY SF BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER — - }U,N" P,E. NOTE 12 FOR CONTENTS P: 6T E 14. SECTION VIEWS ARE SHOWN WITH ALUMINUM STIFFENER BARS INCLUDED W THE SASH. 2 — ANCHOR SCHEDULES AND DP CHART =kFe, ?= ci_ A9te:?_�,,,.� EACH STIFFENER BAR MAY OR MAY NOT BE REQUIRED BASED ON UNIT SIZE AND DESIGN ADDITIONAL 3 _ ELEVATIONS a ANCHOR LAYOUTS 2O18 :O5-' PRESSURE' REQUIREMENTS 4 _ INSTALLATION CROSS SECTIONS 15:02:05 5 -. BILL OF MATERIALS �'src -04'00'