5716 WETMORE AVE 2017-09-25 - Laserfiche WebLink

M Z V O� GENERAL SPECIFICATIONS: 3z-z' FO A 1n CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING f5 DIMENSIONS, &SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR 1--1" J w a RESOLUTION PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS SHALL 4 4-Z" m o� TAKE PRECEDENCE OVER SCALED_ CODE 2009 INTERNATIONAL RESIDENTIAL CODE(IRC), 200 LuCD WASHINGTON STATE ENERGY CODE(WSEC),2009 UNIFORM PLUMBING CODE(UPC), 2009 INTERNATIONAL MECHANICAL CODE(IMC),AND ALL OTHER APPLICABLE CODES. ~ a STRUCTURAL• a �w SEISMIC ZONE Dl/D2 PER FIG.R301.2(2)&ENGINEERING -I pr 8 � WAND (EXP.B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) — F , _ -F 7 C-) m w COMPONENT/O.ADOING LOADS/TABLE R301.2(2) I nADiNC 1 LK DEAD TOTAL / ROOF(GROUND SNOW) 25 PSI' 10 PSF 35 PSI ` O °Oo ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF C-xsA-, . �8' ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF `ate cep. xs-r, t 8'Fibs, I.�-�-�I ��-� � o�J DECKS(SEE R502.2.1) 40 PSF 10 PSF 50 PSF c o�.s EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF I� FIRE ESCAPES 40 PSF - �� -_ ¢ _ - I I- - -� - c GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION ��- LTJ LTJ GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SO.FT. PASS. VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. =_XST� 4��v - I , ROOMS(NOT SLEEPING) -W PSF 10 PSF 50 PSF t SLEEPING ROOMS 30 PSF 10 PSF 40 PSF l T - STAIRS W PSF 10 PSF 50 PSF r� r I t OR 300 LB PT.LOAD ON 4 SO.IN. r /a' ExsT6.Z�6nI �J ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEM FIR I ,�i N0. 2 OR BETTER AS NOTED ON PLANS.GLUED LAMINATED TIMBERS F�sT IS" IXL X SHALL BE MANUFACTURED&IDEFITIFIED AS REQUIRED IN RITC A190.1 T-�r�•S &ASTM 03737. (- I �*� `•_ \'(�I-1 � � -I f�a�Ea . _ �e �e -1 PLYWOOD INDEX: CD. ROOF&SUBFLOOR SHEATHING PER TABLE L. J - L_ J - L —- L - R503.2.1A(1). WALL SHEATHING PER TABLE R6023(3)&R6023(4). SHEATHING FASTENERS PER TABILS R602.3(1)&(2. STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). WOOD IN CONTACT NIH CONCRETE NEAR GROUND.OR WOOD EXPOSED �17x ,9, coma.. J TO WEATHER TO BE PRESSURE TREATED OR NATURALLY DURABLE _ I ^I k o WOOD PER R317. O _ N A F I1 _ _ Ma CONCRETE d&Rt-IJ EBAR: REBAR TD BE 60.000 PSI - GRAD fi0 ASTM A706. WALL REBAR JF_x9 .Z-•`�fit= SHALL BE PLACED NO'CLOSER TO THE OUTSIDE FACE THAN h THE =o I LIZ.,�S iS'IfoOC X < WALL THICKNESS REBAR COVER PER AG 318.FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SGL CONCRETE TO BE MINIMUM F c r l_ = 2500 PSI O 28 DAYS(3,000 PSI FOR GARAGE/CARPORT SLABS. X S {'- EXTERIOR PATIO SLABS ON GRADE.,&WEATHER EXPOSED BASEMENT, I W � �"`��' � r W FOUNDATION WALLS,PORCHES,MID STEPS W/5%-7%AIR ENTRAINMENT).MINIMUM DESIGN EQUIV.FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. .J I - -L .-J L L S L S J f u USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED EOR SIMPSOR HOLU)OWNS, STRAPS,AND CONNECTORS �' '� al o 4'-0 �`ot SIo 51 0 111 M r®�-- — Ln = I i� - _ r 3 t.D -Q -o P g I _ 13 � I I 'n r �l LTJ=---L-�J --L -i—= u- `X ST. 1 S°'FTlo. I r-xsn, I I-OX EX GOL I' 1- j III p ST{ZtI GTV 2`� ' L J— — L J -71-S" u Cot-Z` ZZN-0 .4 U) FOOTING SCHEDULE MARK HxWxD -REINF. BAR 12 6X12x12 F�UN�P.Tt ofJ PL1 S�H�E: /4_WLo" CRAWL SPACE POSTS AND BEAMS 15 7x15x15 POSTS TO BE 44(4x6 MINIMUM AT BEAM SPLICES) 18 8x18x18 ¢c-n z t 6 w��s A z`A a`\o N ca w 1T� g x(� STR1116 Els Q UNLESS NOTED OTHERWISE. POST BASES UP 8' 20 9x20x20 tAlsz� Cp MIL 3 uAa�_Nrel%/1 5 O.Uaa" o 61�pU BUD 7�vr_z v -6o v- f� MINIMUM ABOVE CRAWL GRADE OR USE PRESSURE 24 1 Ox24x24 (2)#4 EA. WY. TREATED.PROTECT UNTREATED POST BASE HATH 30 12x3Ox30 (2)f4 EA. WY. TYPE 90 ROOFING. SECURE BASE WITH STRAP OR 36 12x36x36 34 EA. WY. 11 ENGNEERED CONNECTOR EMBEDDED IN FOOTING PER 1 6 8x15 CONT.(2)#4. EA. W . INTERMEDIATE BEARING SUPPORT DETAIL PROVIDE POSITIVE POST TO BEAM AND BEAM TO JOISTS IT 1 ( oo CONNECTIONS TO RESIST UPLIFT AND LATERAL CRAWL SPACE FIGS. TO EXTEND Vim/ f 2A�-'�f lJ LA DISPLACEMENT. 8" BELOW GRADE. STRIP WOOD FORMS PRIOR TO BACKFILLING. jV!