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ANDERSEN CORPORATION, INC Ande rsen. INSTALLATION NOTES: Ka 1.THROUGH FRAME:ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION RENEWAL SERIES PICTURE WINDOWS WI..iR -100RI SHOWN. 100 FOimtH AVE NORTH INSERT FRAME - NON-IMPACT B)26 Y,MN 39(651)26 2. INSTALL INDIVIDUAL INSTALIAT/ONANCHORS WITHINA TOLERANCE OFt1/21NCH OF THE PH:(6v)z64S130 Fx:(6st)zw-sees DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCESARE NOTCUMUJATIVE FROM ONE INSTALLATIONANCHOR TO THE OQ a m NEXT. ' Z Z# 3.THROUGH FRAME:FOR INSTALLATION INTO 2X BUCK USE#10 WOOD SCREWS OF SUFFICIENT GENERAL NOTES: w Z LENGTH TO ACHIEVE I I/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL atw0 MAINTAIN MINIMUM 3/4"EDGE DISTANCE. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND = MANUFACTURED TO COMPLY WITH THE CURRENT EDITION O v FLORIDA BUILDING CODE,EXCLUDING HVHZ.THE PRODUCT 4.THROUGH FRAME:FOR INSTALLATION INTO METALSUBSTRATES USE#10 HWH GRADE 5 H< w SELF-D HAS BEEN EVALUATED TO THE FOLLOWING: RIWNG ORSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS w F m w • AAMA/WDMA/CSA 101/IS.2/A440-05/08 MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM mri II�� 3/4"EDGE DISTANCE. TABLE OF CONTENTS v!� 'o Z< 2. ADEQUACY OF THE EXISTING STRUCTURAL _ S.THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY,OR DIRECTLY CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A SHEET REVISION SHEET DESCRIPTION w< ...f w o- w a INTO CONCRETE/MASONRY,USE ONE(1)3/16INCH ITW TAPCON OF SUFFICIENT LENGTH TO MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF mWITHSTANDING AND TRANSFERRING APPLIED PRODUCT 1- w m 1 A GENERAL 6INSTALI.ATION NOTES �-t a m ix�a,ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2"EDGE DISTANCE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE Oc a ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 A ELEVATIONS 6 ANCHOR LAYOUTS ao 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT INSTALLATION. ¢I --� LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 3 A THROUGH FRAME INSTALLATION DETAILS S GLAZING DETAIL 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 4 A QUALIFIED SHAPES RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE m STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE B.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO RESPONSIBILITY ENGINEER OR ARCHITECT OF RECORD ,^ MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR FOR THE PROTECTT O OF F INSTALLATION. v/ JOINT INTO FACE SHELL OF BLOCK. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC Z 9.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC 0 INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH SITE.IF SEE CONDITIONS CAUSE INSTALLATION LICENSED DEVIATE Z STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. FROM THE RARC ARCHITECT SIN,ALICIFIC DESIGN PRESSURE RATING I—� p lO.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC I �'t < DOCUMENTS FOR USE WITH THIS DOCUMENT. SIZE DESIGN PRESSURE i MATERIALS WITH THE FOLLOWING PROPERTIES: ` p S. APPROVED IMPACT PROTECTIVE SYSTEM I5 REQUIRED TO 48°X 48" +50.0/-50.0 PSF / U A.WOOD-MINIMUM SPEGFICGRAVITY OF 0.55. PROTECT THIS PRODUCT INAREAS REQUIRING IMPACT -�-- ti--- B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. RESISTANCE. 84°X 84° +35.0/-35.0 PSF p C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90 106"X 62" +35.0/-35.0 PSF D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 48 MILS(18 6.WINDOW FRAME MATERIAL:FIBREX6 AND PVC. GAUGE). E. ALUMINUM-MINIMUM WALLTHICKNESS OF 6063-TS ALLOY OR BETTER. 7.SEE SHEET 3 FOR GLAZING DETAILS. &DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: O X. OPERABLE PANEL 0: FIXED PANEL /// e "L" O w r` % 0 V) !„ fii LOB mN mZ J VI FQ O V rL V)Z DWG#:Digitally signed by Hennes F.Norero,P.E. A W D09 1 y Reason:I am approving this domment Date:2018.12.17 18 27:17-0600' SHEET: 1 OF 4 i