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2210 VIRGINIA AVE 2018 Plans 2022-12-05
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2210 VIRGINIA AVE 2018 Plans 2022-12-05
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Last modified
12/5/2022 8:25:59 AM
Creation date
2/15/2019 3:24:15 PM
Metadata
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Template:
Address Document
Street Name
VIRGINIA AVE
Street Number
2210
Permit
CW1802-003
Year
2018
Notes
GARAGE TURNED INTO LIVING ROOM
Address Document Type
Plans
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GEN EI�AL SP ECl FI CATI C�N S: ;I � � � <br /> zm � <br /> � <br /> CONIRACTOR SHALL VERIFY ALL SI1E CONDIil01VS & BUILDING DIMEN510NS, & SHALL � W� r-,� <br /> PREFAB. ENGINEERED ROOF REPaRT ANY VARIATIQNS TO THE DESIGNER FOR RESQLUi14N PRIQR TO z� $W a� <br /> TRUSSES � 24" O.C. CONSTRUCTION. WFtITTEN OI�dENSiINVS SHALL TAKE PRECE�ENCE 04ER SCALED. � W N M� <br /> (U.N.O.) � �Z �M <br /> CODES: 2015 INTERNAIIQNAL RESIDENTIAL C(�E (IRC), 2Dt5 WASHINGTON STATE ENERGY � Z� �,,�, <br /> ROQFlNG PER PLAN CODE W5EC}, 2015 UNIF�N PLUI�BING CODE (UPC), 2015 INTERNATIONAL NECHAPIICAL � F� v� <br /> CO�E�IMC), AND ALL�TFIER APPIlCABIE C�ES. � a� <br /> � ¢� <br /> I M N D B A F F L E W/ 1' f�IN. AIR SPACE S T R UC T U R A L: � �W <br /> SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING � _� <br /> 12 S I N P S O N H 2.5 A O R H 1 E A C H WIND (EXP. B) BASIC SPEEO: 85 MPH PER FlG. R301.2(4) w W o � <br /> TRUSS TO TOP PLATES <br /> ^� �m �P��p,N V E R I F Y 2x S C RN D. C O M P O N E N T/C L A D DIN G LQADS /TABLE R3D1.2(2) o �� '� <br /> VENT BLK. � �' � <br /> R-49 INSULA110N 8d GALV. �6" O.C. TABLE R301.5 MINIMUM UNIFORMLY DISIRIBUTED LJVE LOADS � =e o� <br /> (DIAPH. TO TOP PLS.) LOADING <br /> `'�" GWB OR SAG U� DEAt� TOTAL � o n- �w <br /> ROOF (GROUND SNQW) 25 PSF 10 PSF 35 PSF � � �W <br /> UNINHABITABLE ATiICS - NO ST�tAGE 10 PSF 10 PSF 20 PSF � v <br /> RESISTANT Y2" GWB UNINHABITABLE AT11CS - 11NITED STORAGE 20 PSF 10 P5F 30 PSF � <br /> 2-2x6 T� PLATES �GUTTER HABITABLE AT11CS & ATTiCS w/ FlXED STAIRS 30 PSF t0 PSF 40 P5F <br /> LAP SPLICES 48" PER TYPICAL FASCIA BALCONIES (EXTERIOR) AND DECKS 60 PSF 10 PSF 70 PSF <br /> HEADER EX'G PER PREVIOUS � FIRE ESCAPES 40 PSF �o <br /> PERMIT. US'E 2° FOAM GUARDRAILS/NANDRAILS 200 LBS AT TOP ANY DIREG110N �° <br /> BOARD W/ 4x HEAQER GU'�RDRAfLS fN-FlL! 50 LBS APPL1Ed jQ 1 SQ. Fi. o D <br /> �„ ��B PASSENGER I+fliICNLE GARAGfS 50 PSf IF ELEVATED 2,QOQ LB PT. � <br /> `� SIOING P E R E L E V A T I O N 0/ RO{H�S 01HER 1NAN SIEEPING RQ�S 4 0 P S f 1 0 P S F 5 0 P S F � <br /> ^ VERIFY R-21 TYPE 15 fELT OR �.EEPING ROQMS 30 PSF 10 PSF 40 PSF � ° � <br /> INSUL WATERPROOF BUILDING PAPER STAIRS 40 PSF 10 PSF 50 PSF � � <br /> OR 300 LB PL LOAD �J 4 SQ. IN. �a� <br /> 2xfi STUDS � 16' O.C. - <br /> 2xS BASE PL 'N/ 16d � 16" O.C. ALL BEA�IS, GIR�ERS, HEADERS, RAFTERS, & JOISTS Td BE HEA1 fIR N0. 2 OR <br /> TO JST& 2-16d EA STtiD BETiER AS NOTED ON PLANS. (�UED LAMlNAiED 11NSERS SHALL BE A�ANUFACTURED <br /> �� APA T&G OSB OR PLYWD. <br /> CD INT. W/EXT. GLUE. NAIL W/ 2x RIM JOIST W/ 3-16d dt IDENI�FlED AS REQUIRED IN AITC A19fl.1 & ASTM D3737. <br /> �t�d � 6" O.C. EOGES & SOL1D EACN JOIST PLYY�40D INDEX: CD. ROOf dc SUBFLOOR SHEATHING PER TABLE R5Q3.21.1(t}. <br /> BLKG. & � iQ" O.C. IN FIELD WALL SHEATHING PER TABLE R602.3(3) & R6023(4). SHEATHING FASTENERS PER <br /> � R-30 INSULATION TABLES R6023(t) dc (2). <br /> � FLOOR JSTS PER PLAN ' � � BUILDERE�VERIFD SIRUCTURAL NEMBER FASTEIVERS PER TABLE R602.3(1). ^ <br /> WOOD IN CONTACT YATH CONCRElE, NEAR (�(�JND, OR WOOD EXPOSED TO V+�ATHER TO i ° <br /> BE PRESSUflE iREA1ED 4R NA�RAtLY DURABLE Yt00D PER R317. � � <br /> (2}2x6 TOP PLATES Sd GALV. � B° Q.C. CQNCRETE &REBAR: <br /> r � c� <br /> LAP SPLICES 48a. (DIAPH. TO TOP PL) R,F�AR TO BE 60 000 P� - GRADE 60 ASTM A706. WALL REBAR SHALL BE PLACED NO z i� � <br /> PLATE HEIGHT PER CLOSER TO THE OUTSIDE FACE THAN}¢THE WALL THICKNESS. REBAR GOVER PER ACI a °' v�`'i <br /> ELEVATION 318. FQOTINGS TO BEAR ON 15d0 PSF NINIMUlA UNQISTURBEQ S�L CONCREiE TO BE <br /> MINIMUM F'c = 2500 PSI � 28 DAY'S (3,OOQ PSI F(�t GaRA(�/CARPORT SI.ABS, � � <br /> WALL SECTIOM EXISIING. NEADER PER PLAN " <br /> PERSCRIPTIVE i SULATION EXiERI(N2 PATIO SLABS OPI GRADE, � 'A�ATHER EXPOSED BASENENT, FOUNDAiI{}N WALLS, <br /> TO �E VEWFlED � ��js Ho/c STRL PORCHES, AND STEPS W/ 5%7x NR ENIRAINMENT). MINIMUM DESI(�I EQUIV. FLUID <br /> � MENBERS TO BE �2 PRESSURE = 35 PCf OR PER SOILS ANALYSIS. <br /> a' HEM/FIR OR BETTER <br /> EXIST. UNDER <br /> PREViOUS PERMIT. U� STRUCTURAL CONNECTOE�S OF EQUIVALENT SIRENGTH MAY BE <br /> 4" CONCRETE SLAB <br /> 2xB BASE PLATE SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, ANO C4NNECTORS N <br /> REINFORCING 2x6 PRESS. TRT6. SILL PLATE W/ � <br /> RECOMMENUED }�"� A.B. � 48" o% �2 PER <br /> POLY BARRIER 01�ER PLAN & BTWN. 4}�° & 12" OF ROOFiNG OPTiONS: [�' <br /> OPTIONAL SAND FlI1 SILL ENDS. EMBED ?° MIN. <br /> COMPAGTED TO 95% a O SHAKE/SHINGLE ROOF. INTERWV. w�j 18" WiDE STRIPS OF TYPE 30 FELT. � ¢� � <br /> INSTALL 3x3� PLATE 1NASHERS. N�il w/(2j GALV. FASTENERS PER EACH PIECE TO 1/2" CDX PLYWOOD o� �' <br /> � � <br /> ' ' � = SHEAiNING OR EQUIVALENT. PROVIDE 1/2" CCX PLYWOOD SHEATHING � Z Q ^ <br /> ' GRAOE `n � QVERHANGS. � � � � <br /> 'i�� � � � - O C�i P O S I D O N R O O f': 0/N O N P E R F D. T Y P E 15 FELT. NAIL w/(4} GALV. �a=� <br /> (1) �4 REBAR AT TOP ' �, � ��^ <br /> ,�� i ? FASTN'R PER EA PIECE 0/ 1/2' C�X PLYWD SHTG. OR EqUiV. w/ i/2' CCX <br /> �1) #4 REBAR AT B�T. ' _ � � Q� � <br /> @ 0/HANGS. N j� <br /> 3 MIN. CLEAR AT BOT. ' O ROOf SHTG. TO 8E NAILED w/8d �6" OC EDGES & 12" aC FlEl.D - � "' w <br /> & INSIpE EDGE, 3" UNBLKD. <br /> C L E A R A T O U T S I D E E D G E �'_pp � <br /> EXISTiNG WALL 5ECT10N <br /> TWO STOR Y SECTI ON � <br /> WHERE SCALE: �"=1'-0" BUILDER �2 INSPECTOR TQ VfRIFY iHAT <br /> APPLICABLE ALL EX{ST)MG C(�IDIiIONS ARE TO THE <br /> �'ECIFlCATIO�VS tiUTllNED IN PAGES 1-6 <br /> OF TNESE PLANS, PER C�E. ANY <br /> UNFlNI�IED CONDITit�IS ARE TO BE � o � <br /> FlMISHED PER THESE SPECIFlCATI�IS. <br /> � <br /> oz <br /> GUARDS PER IRC R312 � �; <br /> WHERE > 30" A80VE fL�i �i GRADE LEVEI.BELOW. 36" � �¢ <br /> 36" MIN. HT. GUARDRAII IF > 30° ABV. GRADE. AIIN. HpGHT(AT OPEN SIDE (� STAlRWAY 34" MININUki �� <br /> HANDRAiI REQUIRED FOR 4 �t N�iE RISERS. H E I G H 7 M E A S U R E D F R O M N O S'I N G.) �A C E P I C KETS SO THAT � _ <br /> 34"-38" HEI(�IT HANpRAII 1Y°-2'0 GRiP 4° SPIiERE WAY NOT PASS THRU (4�" SAHERE AT OPEN o �� <br /> COTITINUOUS FULL LENGiH � STAlRS. � z �� <br /> 5DE QF ST�IR). T(i�' OF RAlL TO RESiST 200!B, LOAD IN _ �W <br /> AMY DIRECTiad. PI(�(E75 �2 INFI11 TO RE�ST 50 LBS. � � Q� <br /> a�um ro � s�. �r ar�a (P�t iec �sozs.�). <br /> z � <br /> � O CJ <br /> � <br /> 10, 2x4 BLOGK PLACE 1" BACK FROM � <br /> ��� ^�FRONT OF NOSING � o c��,� <br /> � {�I' � } �� '�/�r/� � Z <br /> l � <br /> 4J MI� ¢ �ew ~ . <br /> �"� � ' . I �� <br /> 1 1 1 <br /> 2x PRES. 1RTD. TREADS w/ ANt�..E � o Q <br /> BRACKETS TQ PRES. 1R1D. STRINGERS � <br /> STAIR DETAIL <br /> SCALE: �"--1'-0" <br /> ���v �� ������� 4 <br /> �`��l/I�U�l�� ��� ��Rfl�l`� o� <br /> � <br />
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