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'P yG -M INSTALLATION NOTES: 1.ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR PLY GEM WINDOWS 433 N.MAIN ST.,PO BOX 559. LOCATION SHOWN,UNLESS OTHERWISE STATED. ROCKY MOUNT,VA 24151 2 MINIMUM ER OF INSTALLATION OF ANCHORSANCHORS E USED DEPICTEDOR IS THE BUILDER SERIES 472OF ALUMINUM HS WINDOW pN:540-484-6348 FX:540-084-6683 INSTALLATION. M 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF II/21NCH OF THE DEPICTED LOCATION IN THE vJ Zug ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERA77ON OF p M TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE N r Z INSTALLATION ANCHOR TO THENEXT N ¢o: a•<2x 4.FOR INSTALLATION THROUGH 2X BUCK USE N8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM _EMBEDMENT INTO WOOD SUBSTRATE. •0 GENERAL NOTES: a S.FOR INSTALLATION THROUGH 2X BUCK USE 10d COMMON NAIL OR a a c 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 2 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND G a Cp w L INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.REQUIRED MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA � NAIL HEAD DIAMETER TO BE AT LEAST 0.375". BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN �+ a EVALUATED ACCORDING TO THE FOLLOWING: 6.FOR INSTALLATION THROUGH STEEL STUD USE#8 TEKSCREW OR • AAMA/NWWDA/101/I.S.2-97 EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS as ' MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE. 2.ADEQUACY OF THE EXISTING STRUCTURAL Q N O 0 o CONCRETE/MASONRY AND 2X FRAMING a A MAIN WIND TABLE OF CONTENTS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND m � � FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK TRANSFERRING APPLIED PRODUCT LOADS TO THE SHEET REVISION SHEET DESCRIPTION VENEER,AND SIDING. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. I B INSTALLATION d GENERAL NOTES Z MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 2 B ELEVATION 6 ANCHOR LAYOUT O L1J CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Cb STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE 3 B VERTICAL SECTIONS �,,-^^� ZO Z¢ 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 B HORIZONTAL SECTIONS&GLAZING DETAILS v/ 0 3:INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. FOR THE PROJECT OF INSTALLATION. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR ``M H W W EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC J V lD 'O AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC W W K V 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE C p = m ACCORDANCE WITH ANCHOR MANUFACTURER'S FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED L) LL INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC a V USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE DOCUMENTS FOR USE WITH THIS DOCUMENT. O O MINIMUM STRENGTH SPECIFIED BY THE ANCHOR U N MANUFACTURER. S.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCTIN AREAS REQUIRING IMPACT RESISTANCE. O Q �q 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 6. WINDOW FRAME MATERIAL:ALUMINUM 6063-TS FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS �' t.••••:, B.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL CHARTS.SEE SHEET4 FOR GLAZING DETAIL. THICKNESS OF 33 MILS. ,• t , n B. DESIGNATIONS DESIGN PRESSURE RATING "X"AND"O"STAND FOR THE FOLLOWING: •.. : �b� %: OPERABLE PANEL GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 0: FIXED PANEL 1 +50/-67 P5F NOT RATED LLLL11..yyyD.__11 . a .. he LL 00 �� V 2 hZ Dlgttally slgned by Hennes F.Norero,P.E. DWG#: Reason:I.0.1118:08:this document PGW042 Date:2017.02.11 18:06:25-05'00' SHEET: 1 OF 4