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Q � PELLA CORPORATION � � = SERIES 350 4-1/2" YINYL SINGLE HUNG WINDOW � W � � INSTALLATIONANCHORAGE DETAILS � �4 F � �: - � i6 a o� GENERAL NOTES: ' 1.THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT INSTAW1T10N NOTES: a � EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING � pRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. � '� TO THE PERFORMANCE 57ANDARDS LISTED BELOW AT THE DESIGN PRESSURE(S)STATED F HEREIN.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SFALED ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK Z � VENEERANDSIDING. W m 7EST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFlED BY WDMA �- � °o AND DOCUMENTEO IN THE�R HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE(CCL). �Z � � " 2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR 7YPE AND GRADE OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR O� o z� O 1,1, AAMAIWDMAICSA10111.S.2fA440-OB SPECIFICAT70NS,INCLUDING MINIMUM NOMINAL SIZE.MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE Z LL a " DISTANCES. �� ° i 2.THIS PRODUCT EVALUATON DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE �7� `o~ o ZONE(HVFi�. 2.1. EDGE DISTANCES SHALL BE MEASUREO FROM CENTERLINE OF ANCHOR TO EDGE OF STRUC7URAL SUBSTRATE ERHER TO ?Q THE INTERIOR OR EXfERIOR OF THE FENESiR4T70N PRODUCT, z =F- 3.ADEQUACY OF THE EXIS77NG STRUCTURAL CONCRETE/MASONRY,2X FRAMING AND METAL °� FRAMING SUBSTRA7ES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 22. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRA710N INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE �i j m�W .,x F ¢ WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE �2 0�~ Y~ Z 3.SEE SHEETS 5,6 AND 7 FOR SPECIFlC ANCHOR INSTALLATION DETAILS. O F-�v�� RESPONSIBILfiY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ��Q}Z o ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. z— a 4.ONE(1)INSTALLA710N ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. V Q J�O p � � 4.'IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER 5.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MA)CIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER a a W?S �,5 ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLA710N IS THE RESPONSIBILITY OF -i o a�� w THE LICENSED PROFESSIONAL�ENGINEEt2"OR-REGISTERED"ARCHITECT"AC7INGASTHE DESIGN -(O.C.)SPACING PLACEMENT-OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2.END.DISTANCES AND O.C. ._ W� ...Q R�� P R O F E S S I O N A L O F R E C O R D FOR THE PR0.IECT OF INSTALUITION. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE a o Z �i g 6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL rNi y 5.WHEN INSTALLED IN LOCA710NS WHERE WINDBORNE DEBRIS PROTECTION RE�UIREMENTS � BE CONSTRUCTED OF WOOD COMPOSRE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. �W ^ EXIST,THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC W F- " RE�UIREMENTSFORWINDBORNEDEBRISREGIONS. �p o�� 6.1. FOR BLOCK 8 FLANGE FRAME INSTALLATIONS,SHIM AS RE�UIRED AT EACH INSTALLATION ANCHOR �� „�i 6.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENTARE SUBJECT TO Q � � ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR 62. FOR FIN FRAME INSTALLATIONS,SHIM'i/2'FROM EACH INTERIOR CORNER OF THE WINDOW,BENEATH INTEGR.4L W W � REGISTEREDARCHffECT. MULLION(S),AND18'O.C.7HEREAFTER. C W ° frg�" 7.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. F � ° LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. 8.INSTALLA710N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAILATION 8.WINDOW FRAME MA7ERIAL-VINYL(PVC) INSTRUC710NS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM ST2ENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. 9.GLASS MEETS THE REQUIREMENTS OF ASTM E7300-04e1. '10. DESIGNATIONS"X'AND'O'STAND FOR THE FOLLOWING(AS APPLICABLE): '10.1.X:OPERABLE LITE,SASH OR PANEL '10.2 O:FIXED LITE,SASH OR PANEL �7. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEI SCREWS T}iHT COME INTO CONTACT S E E S H E ET 2 RoDe�J.Artaiuso,P.E WITH aTHER DISSIMILAR MATERIALS SHALL MEET T}iE REOUIREMFMS OF THE CURRENT Fbrida P.E.No.a9752 EDRION OF THE FLORIDA BUILDING AND RESIDEN7IAL CODES. �tdttOEtgt9 FOR DESIGN ta't4A`1��E'S.9�,`•�,I 12. THE IFAST DESIGN PRESSURE SPECIFIED ERHER IN THIS DRAWING OR IN THE PRODUCTS v�o �L�.+•••- '�l�BR� CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. PRESS U RES. TABLE OF CONTENTS `��e�;•��G ENS�,��C a�� 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATER PROOFING OF THE SHEET REV SHEET DESCRIPTION `Q: Nd d9752 'd'� INSTALLEDWINDOWISNOTPARTOFTHISINSTALLATIONCERTIFICATION.THAT SEE GENERAL -• , 1 GENERAL NOTES,INSTALLATION NOTES 8 TABLE OF ��`':� /:�'� RESPONSIBILITY SHALL BE THAT OF THE MANUFAC7URER AND/OR THE INSTALLER. — CONTENTS � ? *� fi^ �� '� NOTE 12 FOR —�:� (,1�, t�� ,cr: '14. SECTION VIEWS ARE SHOWN WITH ALUMINUM ST7FFENER BARS INCLUDED IN THE SASH. AL/�1 I 1 Ol VAL 2 — ANCHOR SCHEDUIES AND OP CHART �� : Tr1T� F :�1� EACH STiFFENER BAR MAY OR MAY NOT BE RE�UIRED BASED ON UNIT SIZE AND DESIGN o�: :'�a 3-4 — ELEVATIONS 8 ANCHOR LAYOUTS �'��• Q'�C♦ PRESSURE. .��F•. REQUIREMENTS 5-7 — INSTALLAl10NCROSSSECTIONS "�>;;SjQ�;jAyE,�;�`' 8 — BILLOFMATERIAIS �f�ld�[��g�16ti�