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LLJ <br /> CHMINEYS SHALL EXTEND AT LEAST 2 FEET HKI#TR z <br /> THAN MY PORTION OF A BUILDING VW 10 FEET, L- l y <br /> BUT SHALL NOT BE LESS THAN 3 FEET ABOVE TIE z s n <br /> HIGHEST POINT *MERE THE CHIMNEY PASSES m <br /> THROUGH THE ROOF. F ADDITTONA.INSULATION J := <br /> i� AND ROOF STRUCTURE IS ADDED, CHIMNEY TO BE °' ro 8 <br /> 0 i mum. N N <br /> N "7 Q � et sf <br /> ...... ..... IF ? C <br /> - OP RIGHT TOP PLATE m <br /> PLATE1� TMI <br /> wen <br /> U <br /> cog <br /> N <br /> SAE. GL. <br /> REMOVE WNIDOW o W <br /> �- AND FILL <br /> I <br /> I wLl <br /> I <br /> I !� <br /> 00 <br /> ADDIII(N Ex1STINc Q � <br /> D o <br /> 0 �n <br /> REAR ELEVATION SCALE: r 1'-D" FRONT ELEVATION SCALE: r -Or <br /> STREET ADDRESS TO BE PROUNENTLY <br /> OISPL n N CONTRASTING COLOR PLAINLY <br /> VISIBLE FROM THE STREET. <br /> m � <br /> to w <br /> t% PI) <br /> m Ld <br /> MAX ALLOWABLE BUILDING o w <br /> HEIGHT = 29'—O" <br /> TOP <br /> ROOF <br /> I I I <br /> � � � I NUtflOW <br /> GENERAL SPECIFICATIONS: <br /> CONTRACTOR SHAM VERIFY ALL SITE CONDITIONS & BUILDING DMENSIONS, & SHALLQ CIO <br /> REPORT ANY VARIATIONS TO THE DESK;rIQR FOR RESOLUTION PRIOR TO {{ <br /> CONSTRUCTION. WRITTEN ONEIRSK)rIS SHALL TAKE PRECEDENCE OVER SCALED. <br /> ao CO <br /> CO <br /> CODES: 2015 INTERNATIONAL RESDENTIAL CODE (RC), 2015 WASHNGTON STATE ENERGY IL I <br /> "� < <br /> CODE JWSECj, 2015 UNFORM PLUMBING CODE(UPC), 2015 INTERNATIONAL MECHANICALCODE IMC), AND ALL OTHER APPLICABLE CODES. <br /> Ln <br /> STRUCTURAL: � �lSEISMIC ZONE D1/02 PER FIG. R301.2(2) & ENGINEEIMG SLAB BADE <br /> WIND (EXP. B) BASIC SPEED: 85 MPH PER RQ R301.2(4) EXISMG ADDITION ADDITION EXISTING z w <br /> COMPONENT/CLADDING LOADS /TABLE R301.2(2) <br /> TATTLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS EXISTING GRADE� <br /> LOADING AVERAGE G <br /> ROOF (MOD SNOW) 25 UV <br /> F 10PSF 35 Tf� LEFT ELEVATI ON SCALE: r 1'-T <br /> UIJMABITABLE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF <br /> UNINHABITABLE ATTICS - LIM TEO STORAGE 20 PSF 10 PSF 30 PSF <br /> HABITABLE ATTICS & ATTICS v/RXED STARS 30 PSF 10 PSF 40 PSF <br /> BALCONIES (EXTERIOR) AND DECKS 60 PSF 10 PSF 7O PSF Of <br /> FIRE ESCAPES <br /> 40 PSIF �` o <br /> GLIARDRALSMANDRAI.S 200 LBS AT TOP ANY DIRECTION <br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ. FT. <br /> PASSENGER VEFICHLE GARAGES 50 PSF F ELEVATED ZOOO LB PT. <br /> ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF LLJ <br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF a <br /> STARS 40 PSF 10 PSF 50 PSIF <br /> OR 300 LB PT. LOAD ON 4 SQ. N. CO �Z <br /> ALL BEAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR NO.2 OR L <br /> BETTER AS NOTED ON PLANS. GLUED LAMINATED TIMBERS SHALL BE MM UFACTL40 W �2 <br /> & IDENTIFIED AS REQUIRED IN ATC A190.1 & ASTM D3737. cry <br /> PLYWOOD 4NDDG: S CD. ROOF&WIFLOOR OTH21C PER TABLE R51Z211(1). <br /> J� <br /> WALL 9FEAIFNG PER TABLE R602.3(3) & R6O2.3(4� SHEATHING FAST00S PER: I a <br /> TABLES M 02.3(1) &(2). 0a 3 <br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1) L� THIS T OF <br /> �z <br /> vi <br /> BPfRESM TREATED OR NATURALL DURABLE WOOD PER EXPOSED I N G S SHALL A L.L N w <br /> w <br /> w� SITE O amcgmp z <br /> &REBARREBA[� ASTrI A706. WALL REBAR SHAH BE PLACED NO e� ®� } '� z <br /> CLOSER TO THE OUTSIDE FACE THAN X THE 11fAL.L THICKNESS: IBM COVER PER ACI �� �' �' N <br /> 31& FOOTIINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOT. CONCRETE TO BE <br /> 0 � <br /> MINNUM F"c = 2500 PSI A 28 DAYS (3,000PSI FOR GARAGE/CARPORT SLABS, Permit#: CW180G-0O5 Q <br /> EXTERIOR PATIO SLABS ON GRADE, &*AIR E]UPOSED BASEMENT, FOUNDATION WALLS, <br /> O V <br /> PORCHES, AND STEPS W/51r7%AIR T�I�A�IT) MNNNM DELI EQUIV FLUID Site Address: LA RD Q <br /> PRESSURE = 35 PCF OR PER SOTS ANALYSIS. Owner: N1iAN&&NCiUYEN DIED <br /> Tenant: [Ten Name] <br /> App_Date: 6/7-7/2018 <br /> USP STRUCIURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE Proposed Use: 5FR DETACHED <br /> SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS <br /> � = Description: REMODELAND ENCLOSE WALKWAY <br /> RIGHT ELEVATION SCALE: 1'_0" <br /> o� <br /> Reviewed By: Date: LI& <br /> _Office Set �laIn Site Set Fire/Planning Se: <br />