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SW Y4 OF THE NE Y4 SECTION 18 TOWNSHIP 29 RANGE 5 E <br /> MAXIMUM = 116=101/8" <br /> PROPOSED ELEV. = 112'-10%e" <br /> 1 i GENERAL NOTES: <br /> -----------.'''\ 1. U.B.0 MIN/MUM ALL CONSTRUCT/ON. <br /> / \ 12 2 CAULK ALL JOINTS TO MAKE ENT/RE ASSEMBLY WEATHER TIGHT <br /> �63. ALL DIMENSIONS TO FACE OF STUDS"FOUNDATION WALL, AND/OR ROUGH OPEN/NGS UNLESS <br /> 111 <br /> 50 YR. THREE TAB ROOFING OVER 15LB FELT OTHERWISE NOTED. <br /> ENG'D & PRE-MFGD ROOF TRUSS ® 2' 0.C. <br /> to / \ 7/6"4'X 8' OSS ROOF SHEA17NG W/PLY-CL/PS 4. IMPERVIOUS AREAS SHALL BE GRADED EVENLY AND AWAY FROM BUILDING <br /> / 5. TRUSSES TO BE INSTALLED IN ACCORDANCE W/MANUFACTURES RECOMMENDATIONS. TRUSS <br /> MANUFACTURERS ENGINEER SHALL SPECIFY LATERAL BRACING ADEQUATE TO RESIST IMPOSED LOADS. <br /> 5% x 6" WHITEWOOD <br /> ---------------- <br /> is FASCIA (TVP.) 6. ALL ROOF PITCHES TO BE 6.12. <br /> 3�z"-�— �� hill 7. OVERHANGS TO BE 18"MAXIMUM. <br /> T <br /> 'IL8. ROOF TO BE ASHPALT COMP. INSTALLED PER MANUFACTURERS SPECS. <br /> DOUBLE TOP PLATE <br /> cp 9. PROVIDE CONTINUOUS METAL GUTTER (TVP.). WIT1F pow1s► $FOOTS wT F'AWI W Ca <br /> VENTED SOFFIT(TYR) kr NE Pm, 56 c,c,gm sirs Old 04a-i,%Wm PROtigiCa"rbVP (-OS (M-LeY• <br /> 10 ALL RAFTERS TO TOP PLATE CONNECTIONS INSTALL SIMPSON H-1'HURRICANE ANCHORS <br /> . 2"x 4"x 8'D.F. /2 SOLID LATERAL BLOCKING <br /> o SIMPSON H-1 TRUSS CLIP <br /> :__ STRUCTURAL NOTES: <br /> 7/6"PLY/OSB <br /> 1. ALL F0077NGS MUST REST ON UNDISTURBED EARTH. <br /> 2"x 4"P.T. MUDSILL WITH 4"REVEAL HARD/PLANK 2 ALLOWABLE REINFORCING STEEL STRESS, GRADE 40, ASTM A615. <br /> %2"D/A. x 10"ANCHOR BOLT ® SIDING (7YP.) <br /> 48"O.C. MIN. (1) BOLT WITHIN 3 ALLOWABLE SOIL BEARING, 2000 P.S.F. <br /> 12"OF END OF EACH PIECE W/ 5/8" TYPE '"GYPSUM <br /> %s"3"x 3"GALV. WASHER SOUTH WALL 4. ANCHOR BOLTS SHALL BE%Z"x 10"(7"MIN IMBEDDED /N CONC.), 4.-0"O.C. EXCEPT AS NOTED <br /> AND NOT MORE THAN 12"FROM CORNERS. <br /> 4"CONC. SLAB I6"MIN. AVERAGE BASE ELEV. = 9T-3 5/8" <br /> ' W/REINFORCEMENT FIN/SHED FLOOR ELEV. ='96'-9 5/a" 5 CORNER BARS TO MATCH HORIZONTAL STEEL, CARRY 2'-0"EACH WAY. <br /> III-III -' ••">. ...•. ..••. -- .' / �• /• �'';/ .';.,./2-. ...•.. ;:f... . 1.' '':;"` `•, " � 1 6. MUD SILL PRESSURE TREATED PER CODE. <br /> - <br /> III—III— Ii�K/_(�I(}f llf 111/f //a./ / / //// /// / / / l/// / / // / /'/ / 14REBAR (VERT.) ® 18"O.C. 2 <br /> I—III=III I 1E111----.1II—I 11-I I I. .1 11-I 1 L—III= —#4 REBAR (HDR/z.) a 18"o.c. , <br /> g 7 TOTAL LOAD DESIGNED FOR. <br /> III—III— III— 4"CRUSHED ROCK 3"CLR.- 6"-.- q� .,4- <br /> '•-• ROOF LOAD - 25 P.S.F. <br /> ° 1--111:-----1 • I—)I 6" 8 ALL BEAMS DOUG-FIR KILN DRIED 1200 RSL EXCEPT AS NOTED ON DRAWINGS ALL WOOD <br /> E 1 I 1=111=1 I 1—III— BUILDING MATERIALS SHALL COMPLY WITH CHAPTER 25 OF THE LAST ACCEPTED ED/770N OF THE <br /> o <br /> 3"CTR. UNIFORM BUILDING CODE AND SHALL BE INSTALLED PER PLANS, IN ACCORDANCE WITH ACCEPTED <br /> 12" /4 REBAR (CONT) BUILDING PROCEDURES, AND COMPLY WITH LOCAL BUILDING OFFICIALS DIRECTION. <br /> LAPPED MIN. 15 <br /> CORNERS, BENDS AND <br /> b LAPS <br /> M <br /> N <br /> to <br /> O CROSS SECT/ON <br /> = 1 <br /> 0,1 2 �4„ , <br /> APPROVED <br /> w <br /> PUBLIC WORK DEPARTMENT <br /> N <br /> BY <br /> X <br /> N DATE .. L <br /> 7 Z$ -/ <br /> CITY OF EVERETT REVIEWED FOR PERMIT <br /> a <br /> o <br /> o <br /> REFER <br /> NCE <br /> E MAR/0 AND MEL/NDA ACCETTURO SHEETENO. <br /> A. SECT/ON PROPOSED RESIDENT/AL GARAGE S/01 <br /> VIEW 1127 GRAND AVENUE 5 3� <br /> o <br /> EVERETT; WA. 98201 7 <br /> SHEETS <br />