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PELLA CORPORATION , o a co SERIES350 4-1/2" VINYL SINGLEgUNG WINDOW IMPACT' U =LL a� _ u F GENERAL NOTES: "STALL MONANCJSORAGE DETAILS ' o^ w� a INSTALLATION NOTES: 0 R S$ R o 1'.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN AS FOLLOWS. 0. I.I. IN COMPLIANCE WITH THE CURRENT EDITION OFTHE FLORIDA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES. 1.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. S 12. PERFORMANCE STANDARDS: ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, 12.1. 'TAS'201-94,LARGE MISSILE IMPACT BRICKVENEER AND SIDING. - - 122. TAS•202-94 .. 12.3. TAS 203-94 2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,ANDIOR MANUFACTURER'S co ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM i-J Z 7-THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.ESP010157PMADE, EDGE DISTANCES. _ 'j:F o DATED SEPTEMBER 29,2012(REVISED 1229/12)AND ASSOCIATED LABORATORY DRAWINGS BY ELEMENT MATERIALS Z ZZ o LL TECHNOLOGY,DES MOINES.VL TESTING WAS CONDUCTED TO TAS 201.94,TAS 202-94 AND TAS 203-94. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE 0 ¢� O EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. a 3.THIS.PRODUCT.EVALUATION DOCUMENT.IS FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).,._ ,.-_ ___- --- - --- - -- --- -- - _ - _ _ - - .. p0 22. MINIMUM EMBEDMENT SHALL BE BASED_ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE Z 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN 3 m WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3.SEE SHEETS 5,6 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. < Z Z FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS ,a THE DESIGN PROFESSIONAL OF RECORD FORTHE PROJECT OF INSTALLATION. 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. W w=y a N O �WNJF cC 1-: 0:AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER' 0�$Cw9 Z z STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR (O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 3.END DISTANCES AND O.C. a W<Z o REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 3 ARE ACCEPTABLE. - N O 0 5.1. SEE ADDITIONAL NOTES ON SHEET 3. g a' 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FOLLOWING IMPACT QQ PROTECTIVE REQUIREMENTS ARE MET. 6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1141NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S) J IL S¢ p- 6.1. HIGH VELOCITY HURRICANE ZONE(HVHZ): SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL a C4 y tl 6.1.1. LARGE MISSILE IMPACT REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE.* �? 6.1.1.1. THESE WINDOWS MEET LARGE MISSILE IMPACT REQUIREMENTS OF THE CURRENT EDITION OF THE FBC AND DO 6.1. FOR BLOCK FIN&FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR U o A NLL OT REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM.SEE NOTE 3 ON SHEET 8 OF 14. WI O 1$e5 6 SMA MISSILE IMPACT REQUIREMENTS AT HEIGHTS EXCEEDING 30 FEET ABOVE GRADE: 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. to c• .1.2. 3 6.12.1. THESE WINDOWS MEET SMALL MISSILE IMPACT REQUIREMENTS OF THE CURRENT EDITION OF THE FBC WHEN M Z Ne g GLAZED ON THE EXTERIOR USING SAFETY GLAZING AND DO NOT REQUIRE USE OF AN APPROVED HVHZ IMPACT B.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION �_r e I .f PROTECTIVE SYSTEM.SEE NOTE 4 ON SHEET 8 OF 14. INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM rw g & I p 62. WINDBORNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(NON+IVFR): STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. Z 62.1. WHEN INSTALLED IN LOCATIONS WHERE NON-HVHZ WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS w E PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. TABLE OF CONTENTS B MATERIALS: —SHEET— SHEEPDESCRIPTION 8.1. WINDOW FRAME MATERIAL-VINYL(PVC)PER CURRENT MIAMWADE NOTICE OF ACCEPTANCE(NOA)COMPONENT 1 GENERAL NOTES,INSTALLATION NOTES&TABLE OF APPROVAL FOR QUANEX BUILDING PRODUCTS CONTENTS ' 82. LAMINATED GLAZING INTERLAYERS PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA)COMPONENT APPROVAL 2 ANCHOR SCHEDULE FOR THE FOLLOWING. 82.1. ."Z-'4AY TFtOS:FOL PVB CLASS i%v rFRLAYE..R f.-ATEPJ'L iivSTALLATi0i4 REQUiRcmuv7S AND DP CHART RCDmIJ.a,nan�w,P.E F1cciEe P.E.Na 49752 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130DOA 4 ELEVATION&ANCHOR LAYOUTS 10. DESIGNATIONS'X'AND'0'STAND FOR THE FOLLOWING(AS APPLICABLE): 5-7 INSTALLATION SECTIONS )y 'Digitally '-101-X-OPERABLELITE,SASHORPANEL— ----------------------------- --------------8--'------------GIJI7JNGDETAILANDGLAZINGNOTES------- - ----------- _S(gllefl-by-- 102.0:FIXED LITE,SASH OR PANEL 9 BILL OF MATERIALS ,`'11,aFS44N90 RobertJ 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATERPROOFING OF THE INSTALLED WINDOW IS NOT 'o`,k"ieN eQ'sue +0 VERTICAL CROSS SECTION �' N vu '�o PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILTTYSHALL BE THAT OF THE MANUFACTURER AND/OR THE � � ,14mOCU50 INSTALLER- - 11 HORIZONTAL CROSS SECTION ' :;' _Date' 12 COMPONENT SECTIONS �20'7"8 02.1;A,; SEE SHEET 3 FOR DESIGN 13 COMPONENT SECTIONS PRESSURES. +a INSTALLATION CLIP DETAIL&CORNER CONSTRUCTION 10:56:58 -05'00'