2509 COLUMBIA AVE 2018 Plans 2022-11-14

GENERAL SPECIFICATIONS: GENERAI. NOTES , z m � COMTRACTOR SHALL VERIFY ALL SITE CONDITIONS dc �JILDING OIMENSIflWS, dc SHALL F 4 R Y M N O O Y M S W f T H O P E R A B L E a P E N I N�S M O R E T H A N 7 2 A80VE 1HE FlNISHED GRADE OR SURFAt� BQOW, THE � J� REPaRT ANY VARIA11qVS TO THE DESIGNER FOR RESOI.UTION PRIOR TO LOWEST PART OF iHE CLEAR OPENING SHALL BE 24' Q �� COMSTRUCTIIXV. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. M��NNUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN � �� CODES: 2015 INTERNATIONAL RESIOENTIAL CODE (IRC), 2015 WASHINGTON STA1E EPIERGY IMNDO4YS WHERE A 4' SPHERE MAY NOT PASS THROU(�I � v,� �"'.,� CODE WSEC), 2015 UNIFORM PLUY8ING COOE (UPC), 2015 INTERNATIONAI MECNANICAL OR �IiERE FALL PREVEMAON DEVICES ARE PROV�ED PER z �� ,� COOE f IMC), AND ALL OTHER APPUCABLE CODES. ASTM F 2090 OR R312.22 � �a S 1 R U C 1 U R A L: P R O V I O E S A F E 1`( G t A S S P E R i R C R 3 4 8. m �� SEISMIC ZONE 01 JD2 PER FlG. R301.2(2) & ENGINEERIN� � �� WINO EXP. 8 BASIC SPEED: 85 MPH PER FlG. R301.2 4 SKriIGHTS TO BE DWBLE PANEL, SHATiER RESISTANT W �� M t ) ( ) a�PRovm �ao Pu�s�c, uu�n�a�n sa�rr aass, o �� ;� COMPOPIENT/CIADDING LOAOS jTABLE R301.2(2) FULLY TEMPERED GLASS, HEAT-STRENGTIIENEO (�ASS, _ � Z d' OR 1MRED GLASS. PROWDE 4' MINIMUt� CURB (OR 5ELF W �''�N �$ TABLE R3Q1.5 MINIMUM UNtFORMLY OISTRIBUTEO UVE LOADS FLASFIING ASSEAIBLY WITH 3:12 MINIMUM PIT(�I OR PER W �� Q� LOADING LJVE DEAD TOTAL MANUFACTURER INS'IRUC110NS). � � �4, RQOF {GROUNO SNOW} 25 PSF 10 PSF 35 PSf SMUKE REIECTaRS � CAR80N MONOXIOE a � �� UNINHABITABLE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF DETECTORS TO BE INSTALLED PER IRC. HUSE 8188S TO 8E BAq(FLOMI PREVENTION AND FREEZE � r' UNINHABITABLE ATTICS - 11AlITED STaRAGE 20 PSF 10 PSF 30 PSF RESISTANt TYPE. HABITABLE ATTICS dc ATi1CS x/ FIXEO STAIRS 30 PSF' 10 PSf 40 PSF BAL(XINIES (EXTERIOR) AND OECKS 60 PSF 10 PSF 70 PSF ALL HOLOOWNS. FRAMING ANqiORS dc SHEARWALL FlRE ESCAPES 40 PSF NAll1NG MUST�: INSPEGTED BEfORE C4VERING. o0 GUARORNLS/HANORAIIS 200 LBS AT TOP ANY DiRECT10N GUARORNLS IN-FlLL 50 lBS APPLIED TO 1 SQ. FL o� PAS� ,�iq.t� ct�nc�s �o Ps� ,F ��A� �,oa� � PT. EXISTING SFR O�y LANDINGS & STAIRS AT EXT. DOORS R311.3 p � RO�MS OTHER THAN �.EEPING ROONS 40 PSF 10 PSF 50 PSF 1 1HERE SIiALL� A LAWOIN� OR FLOOR ON EACH SIOE OF o � SLEEPING ROO�IS 30 PSF 10 PSF 40 PSF EAqi EXTERIOR DOQR. THE YNOTH OF THE LANDING SHALL � o c� NOT 8E LESS THAN TIiE DOOR SERVED. EVERY LANDING o STNRS 40 PSF 10 PSf 50 PSF SHALL HAYE A MINIMUkI DIMIENSION OF 36" IN THE � OR 300 LB PT. LOAD ON 4 SQ. IN. OIRECTION OF TRAVEI. THE Slq'E SHALL NOT EXCEED 2X. � C'J o ALL BEAMS, qROERS, HEADERS, RAFiERS, dc JOISTS �0 8E HEM FlR N0. 2 OR LMIOINGS AT REQUIRED EGRESS OOORS SHALL NOT BE BETfER AS NOTED ON PLANS. GLUED LAMINATEO 11M8ERS SHAII BE AiANUFAC1Ui�D O MORE THAN 1J�' IOWER THAN THE TOP OF iHE iHRESHIXD. k IOENTIFlED AS REQUIfiED �1 AITC A190.1 dc ASTI�I D3737. � EXCEPTIQN: 1HE LM10�IG ON THE EXIERIOR SIDE SHALL � PLYWOOD INDEX: CD. R40F dc SUB�t.00R SNEATHING PER TABIE R503.21.1(1). NOT NORE 1NAN 7� BELpW THE TOP OF THE 1HRESHOLD � � PRONOEO THE OOOR DOES NOT SWMG OVER 1HE LANDING. WALL SHEATHIN6 PER TABLE R602.3(3) dc R602.3(4). SHEAIHING FASIENERS PER � O � TABLES R602.3(1) dc (2). W W DOOREARE NOT�AT (�tADE�THEY SHAII EEQ Rf�D m TH SIRUCNRAL MFa18ER FASTENERS PER TABIE R6023(t). r. � � A RAMP (R311.8) OR STAIRWAY(R311.7) TO GRAOE. .- � WOOD IN CONTACT WITH CaNCRETE, NEAR (�t0UN0, OR W000 EXPOSED TO WEAIHER TO � � � � BE PRESSURE TF�EATEQ OR NATURAtlY OURABLE W000 PER R317. o O o DOORS OTI�R THAN THE REQUiRED EGRESS DOOR SHAII. � � (�TE dc REBAR: 6 � �` BE PROVIDED INTH LANOiN�S NOT 110RE 1NAN ?�° BELOW a a N THE TOP OF THE THRESHOLD. EXCEPTION: A TOP LANOING REBAR TO 8E 60.000 P� - GRADE 60 ASTM A706. WALL REBAR SHALL BE PLA(�D NO I S N O T R E Q U I R E D I M i E R E A S T N R W A Y O F N O T I�d(� T H A N Z m w CLOSER TQ THE OUT90E FACE THAN J� THE WAIL THII�(NESS. REBAR COYER PER Aq TWO RISERS IS LOCATED aW THE EXTERIOR 9DE PROWDED Q � 318. f00TINGS TO BEAR ON 1500 PSF MIMIMUM UNDISTURBED SOIL CON{{�iETE TO BE THE DOOR DOES NOT SVNNG OYER THE STAIRWAY. NINI�IUI� F'c = 2500 PSI 0 28 DAYS 3,000 PSI FOR GARAGE CARPORT SCABS, � � � � STORN AMD SCREEN 040RS SHALL � PERMITTED TO SWUVG EXTERIOR PATIO SLABS ON GRAOE, dc WEATHER EXP05ED BA�tENT, FOUNOATiON WALLS, OVER EXTERI(1R ST/�tS AND LANOINGS. PORqiES, AND STEPS W/ 5�-7X NR ENii2AIP�lENT). A��NNUM OESIGN EQUIY. FLUIO PRESSURE = 35 PCF OR PER SaILS MIALYSIS. . OGUARDS PER IRC R312 2 w�� > �o' neo� �ooR at c�taoE �va e�ow. �s" USP SIRUCTURAL CONNECTORS OF EQUIVAIENT STRENGTH MAY BE I��NNUM HEIGHT{AT OPEN SIDE UF STAIRWAY 34' �IINIMUM SU8STITUTEO FOR SIMPSON H(�.DOWNS, STRAPS, AND CONNECTORS TREX DECKIN6 � HEIGHT MEASURED fROM NOSING). REQUIRED GUAROS SHALL ao NOT HAVE OPENINGS FR0�1 THE WALKIN� SURfA� TO THE REQUIRED HEIGHT iHAT ALJ.01M PASSAGE OF A 4' SPHERE. Q EXCEPTIONS: 1}� 1RIANGUI.AR OPEN�IGS AT iHE OPEN � DECK SIDE OF STAIR SHALL NOT ALLOW PASSAGE OF A 6° SPHERE. GUARDS UN THE OPEN �OE OF STAIRS SHAl1. NOT � a N �' HAYE OPEPNNGS THAT ALLOW PASSAGE OF A 4�¢" �HERE. � ^ TOP OF RAIL TO f�SIST 200 LB. LOAO IN ANY aRECT10N. Z a� °' 0 PIqCETS OR �IFILL TO RESIST 50 LBS. APPLIED TO 1 SQ. W � a � COLS TO 8E FT. AREA. GUpRQS WITH STRUCTURAL qASS BALUSIER �3 c� FUII HT FROM PANQS SFIALL BE �VSTALI.EO VMTH AN ATTACHED TOP RAIL � 0�"�' SIOING F0011NG Ta OR HANORIUL 1HE TOP RAIL OR HANORAII SFIALL BE c�W ,� SUPPORTED BY A M�IIMUM OF THREE GLASS BALUSTER o,� N SHEATHIN6 ROOF BM PANELS, OR SHALI 8E OTHERYNSE SUPPORTED TO REMAM! ��'� IN PUCE SHOULD 01� GLASS BALUSTER PANEI FAIL z N�' f L A S H I N G F O R W A T E R T i G H T N E S S NOTE: AlL WOOD EXPOSEO TO YMEATHER R IX E Q l�1 I R E D I M i�T H E A (�A S S B A L U S i E R P A N E L S� NQT (� TO 8E PRESSURE TREATED OR NAVE NATURAL RESISTANCE TO DECAY LANINAIED GIASS WI1H TMIO OR M4RE GLASS PLIES OF C� PR. TRT'D 2x LEDGER SAME DEPTH AS EQUAL THICKNESS AND OF THE SAAIE GLASS TYPE. JOISTS }¢"x4y" LAG 80LTS, STAGGEREO, 0 16"0% LUS26 JOIST HANGERS 5/4x4 TREATED �2 TREX DECKING � • tLO � 2' MIN--�� JOISTS PER PLAN 22-4 ------------ ------- BEAM PER PLAN POSIIIVE FLOOR JOISTS ; ; CONNECT TO COLUMN 5/4x4x2'-0" SCAB TlE g � �. S'°E � M A I N F L 0 0 R P L A N ��: y� _ ��-a� � �o SIMPSON LTT19 � 4 1 x4 LATERAL BRAqNG SIMPSON LUS26 LOCATIONS EVENLY � UNOERSIDE OF JSTS. 4 DISTRIBUTED ALONG � W w Z DEq( & 1 YNININ 2' v� � � - OF EA. END OF SIMPSON BC6 � �a LEDGER. HOLDOIMV W DEVICES SHALL FULLY o � ENGAGE DEqt JOIST 6x6 PRESS�JRE TREATEO F- � C�..UMNS v � z �� o � � o Q aW X�"0x5' L FULLY THREADED LAG SCREW $IMPSON ABU66Z � w Z � � �n z w/ HVY WASHER. PREDRILIED w/ MIN COL. BASE � o N vi 3' P E N E T R A T 1 0 N I N T O T O P P L A T E, O o z STUOS OR HEADER -' r-- GRAOE �c� � � W � z O� �' � CONCRETE FOOTING PER (_(_) � FOUNDATtON PLAN �I�`�� (�� "��:�� Z �� " D E C K D E TA I L No,�: ALL W000 EXPOSEO TO WEATHER � TO BE PRESS. TRTD. OR HAVE NATURAL �F SCALE: 1/2°=1'-fl" RE�STANCE TO OECAY �