2210 VIRGINIA AVE 2018 Plans 2022-12-05

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