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±1- <br />NOTE: FABRICATE ALL THEN HOT <br />J2 <br />DIP GALVANIZE ENTIRE ASSEMBLY <br />Copyright © 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />8425 44t8 Ave. W. <br />Mukitteo, WA 98275 <br />Tel 425,774.5600 <br />Fax 425.774.5661 <br />www.J2ConsuF,a,)ts.com <br />SOS <br />SDS <br />CE SDS CL SDS & <br />CL SDS <br />Ii SDS <br />CL SDS <br />3" <br />1 3" <br />I 3" <br />PIPE <br />i 31 <br />3" <br />i 3" <br />i 1" <br />NOTE: SIGN TO BE FIXED PERMANENTLY TO POST; VERBIAGE TO BE <br />1/2" PLATE A36 TO <br />'IOP <br />51VO X 2 fie <br />IV <br />IV <br />IV <br />V <br />IV <br />I <br />ENGRAVED AND LEGIBLE, IF FLASHING WILL OBSCURE SIGN, PLACE <br />^ <br />COVER OF PIPE <br />sOLID eARA36 <br />SIGN ON TAG SECURELY ATTACHED TO THE ANCHOR. <br />ra <br />PLATE TO PIPE <br />BAR TO PLATE <br />®` <br />Ct 2€.g� m <br />( <br />I <br />I� <br />_ <br />4'0 EXTRA STRONG PIPE <br />I•td1 <br />SIGN PLATE PER 31FP2.1PERSON <br />SINGLEFALL <br />a� <br />., <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />— ca+ <br />ANCHOR36008 MAX OADINGON <br />ta3t '�(� `j <br />i 1 <br />I I <br />ANCHOR USE RESTRICTIONS: <br />i I <br />I <br />� <br />0 <br />O <br />O O <br />O <br />0 <br />0— <br />1. TO BE USED AS PART OF A <br />I <br />COMPLETE PERSONAL FALL <br />1 <br />PROTECTION SYSTEM THAT <br />i <br />MAINTAINS A SAFETY FACTOR OF 2. <br />I ! <br />0 <br />0 <br />0 + <br />0 <br />0 <br />0 <br />— <br />NOTES: <br />1 <br />2. TO BE USED UNDER THE <br />1. CONTRACTOR IS RESPONSIBLE <br />I I <br />SUPERVISION OF A QUALIFIED <br />FOR FIELD VERIFICATION OF <br />PERSON. <br />SIZING AND QUANTITIES OF ALL <br />w <br />COMPONENTS. <br />o <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />— c3 <br />3. TO BE INSPECTED EVERY YEAR BY <br />I { <br />A QUALIFIED ENGINEER. <br />2. MOCK UP REVIEW OF ALL <br />EXTERIOR ASSEMBLIES <br />4. NOT A HOISTING ANCHOR. FOR <br />REQUIRED BEFORE INSTALLATION. <br />o <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />—� <br />FALL PROTECTION ONLY. <br />3. DRAWINGS APE DIAGRAMMATIC <br />5. TO BE USED WITH AN AN ANSI <br />ONLY AND ARE NOT TO BE USED <br />3/8" THICK PLATE A36 <br />! <br />TYP, <br />M <br />Z359.13 ENERGY ABSORBER THAT <br />FOR TAKE OFF QUANTITIES. <br />LIMITS FALL LOADS TO 900A <br />_ <br />I <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />— <br />6. IF A FALL OCCURS ON ANCHOR, <br />ANCHOR TO BE PLACED OUT OF <br />1 <br />HOLES FOR 1/4"0 SIMPSON SDS HEX SCREWS <br />SERVICE UNTIL INSPECTED BY A <br />QUALIFIED ENGINEER. <br />Revisions: <br />AIDate <br />I Description <br />ID: <br />/FP2.1 FALL PROTECTION ANCHOR (FPA) <br />ID: <br />scALD: Ts <br />2 /FP2.i <br />FALL= PROTECTION ANCHOR (FPA) PLATE PLAN <br />ID: <br />SCALE:NTs 3 /FP2.1 <br />FALL PROTECTION ANCHOR (FPAj SIGN <br />sC LE:NTS <br />Project Title: <br />NAUTICA CONDOMINIUMS <br />ROOF REPLACEMENT <br />2818 GRAND AVENUE <br />EVERETT WA 98201 <br />2818 GRAND AVENUE <br />EVERE T T WA 98201 <br />Sheet Title: <br />FALL PROTECTION <br />ANC14OR PLAN & <br />SECTIONS <br />Scale: As Noted <br />PERMIT SET <br />Drawn By: NKC <br />Checked By: DD <br />Issue Date: Sheet Number. <br />01 /27/20 <br />Job # <br />7 / FI�2e1 NOT USED <br />1D� <br />05&0217 <br />SCALE: NT <br />