2617 OAKES AVE 2018-01-04 - Laserfiche WebLink

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GUARDS PER IRC R312 � - � VM62E > 30' ABOVE FLOOR OR GRAOE LEVE1 BELOW. - COOES: 2012 INiERNAiIONA�RESIDENTIAL CODE QRC), 2012 WASHINGTON 36" IAIN. HT. GUARDRAIL IF>30" ABV. 36" MIN. HEIGHT(AT OPEN SI�E OF STAIRWAY 34" STATE ENERGY CODE (WSEC), 2012 UNIFORM PLUMBING CODE UPC, 2012 GRADE. HANDRAI�REQUIRED FCR 4 Oft UORE � ) � MINIMUM HEIGHT MEASURED FRO�A NOSING.) SPACE INiERNAlIONAL MECHANICAL CODE QMC), AND AlL OhiER APPLICABIE RISERS. 34"-38" HEJGHT HANDRAIL 1Y"-2"0 PICKETS SO THAT 4" SPHERE MAY NOT PASS iHRU CODES. GRIP CONTINUOUS NLL LENGTH OF STAIRS. / (4�¢" SPHERE AT OPFN SIDE OF STAIR). TOP OF RAIL SIRUCNRAL' � TO RESIST 200 LB. LOAD IN ANl'OIRECTION. SEISMIC �ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING � PICKETS OR INFlLL TO RESIST 50 LBS. APPLIED TO 1 I SQ. PT. AREA(PER IBC 1607.8.1). `MND (EXP. B) BASIC SPEED: 85 MPH PER FIG. RJ01.2(4) 2x4 BIOCK PIACE 1" BACK COMPONENT/CLADDING LOADS /TABLE R301.2(2) �� -/�FROM FRONT OF NOSING KOO F�cEIL11 1G PL�{J s��--_�E:��4�=I�_U" IOA�W(: L1VE DEAD TOTAL uN. �` ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF � � ATTICS L1�11TED STORAGE 20 PSF IO PSF 30 PSF �I� � ^� ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF � DECKS(SEE R5022.1) 40 PSF 10 PSF 50 PSF � 2x PRES. TRTD. 1REA�5 W/ANGLE EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF � BRACKETS TO PRES. TRTD. STRINGERS � � FlRE ESCAPES 40 PSF . GUARDRAILS/HANORAILS 200 LBS AT TOP ANY DIRECTION J GUARDRAILS IN-FlLL 50 LBS APP��Eo To, Sa. FT. S TA I R , D E TA I L PASS. VEHICHLE GARAGE 50 PSF IF E�EVATED 2,000 LB PT. RAIL YATFi 2x6 CAP ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF � SCALE: �¢"=1'-0" UP 36" MIN. ABV-ti 2x2 PICKETS SO THAT �`�� SIEEPING ROOMS 30 PSF 10 PSF 40 PSF FIN. �ECK SURFACE A 4"SPHERE MAY STAIRS 40 PSF 10 PSF 50 PSF NOT PA55 hIRU VAPOR BARRIER 70 EXTEND GUARD RAIL-TO RESIST � OR 300 LB PT. LOAD ON 4 SQ. IN. � BETWEEN HOUSE h LEUGER 200 LB LOAD IN ANY ALL BEAMS, GIRDERS, HEADERS, RAFTERS, dc JOISTS'TO BE HEM FIR N0. � �IRECTION. PICKET TO 2 OR BETTER AS NOTED ON PlANS. GLUED LAMINATED TiMBERS SHALL APPROVED RESIST 50 LB LOAD BE MANUFACIURED & IDENTIFlED AS REQUIRED IN AITC A190.1 &ASTM DECHING APPUED TO t S0.PT. D3737. OF AREA. PLYWOOD INDEX: CD. ROOF dc SUBRDOR SHEATHING PER TABLE - � � �ix3 EA.�SIDE OF 2x2 R503.2.1.1(7). WALL SHEAhiING PER TABLE R602.3 3) &R602.3(4). DECK J�JISTS PER PLAN-- ��p��KETS TYP. TOP &BOT. � SHEATHING FASTENERS PER TABLES R602.3(1) & (2�. . � � 2x LEDCER W/MTL. � \\ � SiF2UCNRAL MEMBER FASiENERS PER 7ABLE R602.3(1). � HANGER BRACKETS. �2x RIM JOIST � WOOD IN CONTACT Yllhl CONCREIE, NEAR GROUND, OR WOOD EXPOSED �"0x44lAGS i�ro � S�V�.1��P SOIID BIOCKING TO WEATHER TO BE PRESSURE TREATED OR NATURALLY DURABLE WOOD Pe� P�-�`�'� BEAM PER PLAN CONN. PER R31Z. .k� POS�. rON��ECT TO CCL. 2x4 SCAB TIE OR METAI CONCRETE h REBAR' 1x4 LATERAL�RACING � CONNECTOR EA: SIDE REBAR TO BE 60 000 PSI - GRA�E 60-ASTM A706. WALL REBAR SHALL �UNDERSIOE OF JSTS BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN YZ THE WALL COLUMN PER PIANS iHICKNESS. REBAR COVER PER ACI Ji& FOOiINGS TO BEAR ON 1500 N T � ALL WOOD PROVIDE KNEE PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE MINIMUM F'c = 2500 EAPOSED TO WEAiHER BRACES TO RESIST PSI �28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, EXTERIOR TO BE PRESS. TRTD. OR LAT. FORCES IF COL. PATIO SLABS ON GRADE, & WEATHER EXPOSED BASEMENT, FOUNDA�ON HAVE NANRAL EXCEEDS 4'hIT. WALLS, PORCHES, AND STEPS W/ 57,-7%AIR ENTRAINIAENT). MINIMUM RE9STANCE TO DECAY DESIGN EQUIV. fLUID PRESSURE= 35 PCF OR PER SOILS ANALYSIS. GRA�E SIMPSON COL. 9ASE •„i z :. PER MFGR. SPECS USP STRUCiURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE � ' - � SUBSiITUTED FOR SIMPSON HOIDOWNS, STRAPS, AND CONNECTORS _ � �' `_CONCRETE FOOTING - D E C K D E T A I L PER FOUNDAiION PLAN � . WFiERE APPLICABLE SCALE.�" = 1'-0" . ��F �