2328 74TH ST SE 2016 Plans 2022-11-08

GENERAL SPE�IFICATIONS: Z m � CONIRACTOR SHAIL VERIFY ALL SiIE CONDITIONS & BUIIDING DIMENSI�lS, 8c SHALL "' REPORT ANY VARIATIONS TO THf DESIGNER FOR RESOLUTION PR10R TO C�ISTRUCIt�I. � �� M� WRITiEN DIMENSIONS SNALL TAKE PRECEDE�ICE OVER SCALED.�,t- Z �� 'Z.�'7!�i ' WASHINGTON STAIE ENER6Y .,¢_, � M M CODES: 20t2�NTERNATiQNAL RESIDENTIAI (�DE (IRC),��912 � �z �� (�DE WSEC), 2012"�1NIFORM PLUMBIN6 CODE (UPC), 3d1?,�INiERNATIONAL MECHANICAL Q �� CODE �I�iC), AND ALL O1HER APPLJCABLE CODES. �I�- J �i� J LOADING UVE DEAD TOTAL °O W g R O Q F (GROUND SNOW� 25 PSF 10 PSF 35 PSF � �� ATTICS LIMITED STORAGE 20 PSf 10 PSF 30 PSF ATfICS NO ST�AGE 10 PSf 10 PSF 20 PS� PREFAB. ENGINEERED ROOF � Ss� n o�"o DECKS (SEE R5Q2,2.1) 40 PSF 10 PSF 50 PSF TRUSSES � 24' Q.C. (U.N.O.) a' EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF � N �Q RO�iNG PER PLAN �' �Z "-'3 FlRE ESCAPES 40 PSF iMNp gqFF'LE W� 1' I�IN. AIR SPACE , GUARDRAILS�IiANDRAILS 200 LBS AT TOP ANY DIRECTION J � �w GUARDRAILS IN-FlLL 50 L 8 S A P P L I E D T O 1 S Q. F T. 12 S I M P S O N�H 2.� ��S E A C H � � �� P A S S. V E F I I C H I E G A R A G E 5 0 P S F I F E L E V A T E D 2,� L B P T. T R U S S T � � �w ROOMS (NOT SLEEPING) 40 PSF 10 P5F 50 PSF N o �� 2x SCREENm VENT BLOCK SLEEPING ROOMS 3U PSF 10 P5F 40 P� �m �m P� W/ SIMPSON RBC 0 48' STAIRS 40 PSF 10 PSF 50 PSF R-49 INSULAlION O.C. TO T� PLATES OR 300 LB PT. LOAD ON 4 SQ. IN. 8d GALV. � 6" O.C. 00 ALL BEAMS, qRDERS, NEADERS, RAFTERS, dc JaSTS TO BE HEtdl FlR N0. 2 OR �' GWQ OR SAG (DIMH. TO TOP PLS.) o� BETIER AS N01ID ON PIANS. GLUED LAMiNATED TIMBERS SNALL BE �IANUFACTURm RESISTANT 1¢" GWB 26 GA. CONT. � 8t IDENTIFlED AS REQUIRED IN AITC A190.1 8c ASTI�I D3737. 2-2x6 TOP PLATES � PER PLAN ALU�I. GUTTER � PLYN�OOD INDEX: CD. ROOF dt SUBFLOOR SHEATHING PER TA�E R503.2.1.1(1). LAP SPUCES 48° TYPICAL FASqA WALL SHEATHING PER TABLE R6023(3) k R602.3(4). SHEATHING FASiENERS PER 4x HEADER PER PLAN. TABLES R602.3(1j dc (2). 2' R-10 FOAM BOARp SIDING PER ELEV. 0/ TYPE � STRUCNRAL i�E1�BER FASiENERS PER TABLE R6023(1). z INSULATION REQUIRED. 15 FELT �i WATERPR�F o � BUILDIN6 PAPER . W�D IN CONTACT WITH CONCRETE, NEAR GROUND, OR WOOD EXPOS'ED TQ WEATHER TO ¢ Xt G.W.B. �" T-1-11 PLYNN OR 7�t� CDX BE PRESSURE TREATED OR NATURALLY DURABLE MIOOD PER R317. w R-21 INSULATION p�YWpOQ $HTG OR �B O.S,B. NAII KRAfT PAPER FACE TO NA1L 8d 6" O.C. ED(�, 12' CON(�iE1E dc REBAR: � FREE EDGE OF SND a2 O.C. FlELD OR PER ENqNEER'S @�AR TD BE 60.000 PSI - GRADE 60 ASTM A706. WAIl REBAR SHALL BE PLACED PROVIDE 4 Mll. VAPOR BARRIER S.W. SCHEDULE NO CLOSER TO THE OUTSIDE FACE THAN 7� THE WALI. THIqCNESS. REBAR COVER PER 2x6 SiUDS � i6" O.C. 2x6 BASE PL W 16d � 16" Aq 318. FOOIINGS TO BEAR ON 1500 PSf MINIYUM UNDISIURBED SOIL CONqtETE TO » O.C. TO JST & 2 16d EA STUD BE t�INIMUM F'c = 2500 PSI �28 OAYS (3,000 PSI FOR 6ARAGE/CARPORT SLABS, � ApA TBcG OS'B OR PLYWD. CD � � EXiERI� PATIO SLABS ON GRADE, � WEATHER EXPOSED BASE�IENT, F WN D A T I O N INT. W/ EXT. GLUE. NAiI MI j 2 x R I M J O I S T W/ 3-1 6 d E A. J.S L � � WALLS, PORCHES, AND STEPS W/ 5X-7X AIR ENTRAINI�ENT}. �IININUM DESIqV EQUIV. tOd @ 6" O.C. ED(�S & SOLID 2x4 PRESS. TRTD. SILL PLATE W/ FLUIU PRESSURE = 35 PCF OR PER SOILS MlALY9S. � $LKG. & �1�' O.C. IN flELD � � � N�'OA.B. A 48' O.C. OR PER PLAN dc BTWN. 47¢' & 12" OF �LL ENDS. � FLOOR JSTS PER PLAN F,�IBED 7" MINIMU�1. INSTALL m � USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAAY BE 3x3xQ.229" PLA1E WASHERS. o w SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS R-30 INSUL W/ VAPOR - SEE CONC. <v � FlNISHED (�iADE SLOPED FOR � � RETARDER WARM SIDE �� S.� .:��' 6' I�IN. FALL WIiHIN 10' OR �� PROVIDE SWALE OR DRAIN. Z .� � 18' MIN. CI.EARANCE WALL DTL. ii' �� 12' MIN UN(3ER BEAI�S ii-. �� I � Q � INT. GRADE '�' � � � ROOF DRAIN 4" T1fN1llNE C.� � ROOFING OP110NS: 6 t�iL BLACK POLY BARRIER � , „ SEPARAiE FROM FTG. DRAIN � � SHAKE/SHINGIE ROOF: INiERWV. w j 18' WIDE SIRIPS OF TYPE 30 FELT. LAP SPLICES 12" MINIt�UM 3 6 4"� PERF PIPE IN WASHED O NAII w/ (2) GALV. FASIENERS PER EACH PIECE TO t/2' CDX PLYWOOD GRAVEL. CflNNECT T0 � � SHEATHING OR EQUIVALENT. PROVIDE t/2 CCX PLYWOOD SHEATHING 0 ��—�p APPROVED DISCHARGE °'�"�"�. STORY SECTION Y � COMPOSITION ROOF: 0/NONPERFD. TYPE 15 FEI.T. NAIL w/ (4) GALV. 0 N E W F A S 1 N R P E R E A P I E C E 0/1/2 C D X P L Y Y Y D S H T G. �t E Q U i V. w/ 1/2 C C X � � c�n N � 0 0/HANGS. WHERE APPLICABLE SCALE: �"=1'-0 C� I— �rn � p CONCRETE 11LE ROOF: 0� TYPE 30 fEIT. NAIL w/ (2) GAIV. FASTENERS � Q N Q � PfR EA PIECE OVER 1/2 CDX PLYYYD �IT6. OR EQUIV. w/ t/2' CCX 0 � � �3 � 0/ HANGS. . � METAL ROOF': INSTALL PER �IfG. SPECS. 0� TYPE 15 FELT 0/ t/2' CDX � � �� PLYWD �IEATNING OR EQUIVAIFNT w/ 1/2 CCX PLYWOOD SHEATHING 0 N w '��' W W Nwv 0/HANGS. � ROOF SHTG� TO BE NAItED w/ &1 @ 6' OC EDGES & 1Y OC FlEID — Z z UNBLf(D. � � � � 0 � —� U Q � z o � o � PROVIDE N0. 4 VERTICAL 2x4 RAIL AND CAP CONIINUOUS �4 HINtIZ BAR 6„ BARS AT A �'AGNG N4T 2� PICKETS SO THAT IN. ��NG 48 INCHES. 36" M�N. HEIGHT A 4" SPHERE MAY NQT TO BE LOCATED 6" BQOW PASS THRU SECURE W "�"1 T� � W� � IRC R4U4.1.4.2 VAPOR BARRIER TO EXTEND � BETWEEN H4USE AND LED6ER 3-16d GALV. RAIL TO W �z RESIST 200 LB LOAD IN `D REBAR � ANY DIRECTION. PICKET JOISTS FRAMING FR01+1 OPPOSITE SIDES Q N� APPROVED TO RESIST 50 LB LOAD OVER A BEARING �JPPORT SHALL LAP A O �_ �� GRADE � DECKING APPIJED TO 1 SQ. FT. MINIMUM OF 3 INCHES ANO SHALI. BE cn I a - - - 00 � OF AREA. NAILED TOGETHER IM1H A MINI�IUM THREE � =3 I� 1=1 I1=1 I�- � NO1E: RAIUNG NOT . tOd FACE NAILS. SOUQ BLOCKING SHALL c� I I 1=1�' � D E C K J O I S T S P E R P L A N 3/4 A P A T d c G O S B O R P L Y W D. � ____^ R E Q D. O N O E C K S W/I N B E P R O V I D E D A S L A i E R A I R E S T R A I N T A T � �4 BAR W/ � �-�T�- � �__� • CD INT. w EXT. GLUE NAIL w/ �``' ¢ 12d I�INlMUM H° ,I�' Q N 30 OF FlNISHED GRADE 1 0 d @ 6(O.C. E D G ES dc SOLID �� INTER�ImIATE SUPP(1RT. TOE NAII � Q� � HORIZONTAI 3" M�N, � � 2x LEDGER WJ I�1L 2x Rlhi JOIST BUCG. dt 010" O.C. IN fIELD �� B L O G(I N 6 T O B E A M w/ {3)8 d. � � ,,, � EXIENS��J � 4"b ROOF o Z HANGER BRACKETS. � STD. HO�C DRAIN � � �'fix4' LAGS �12'o.c. SOLID BLQCKING � �Z � INTO HOl1SE RIM J�ST BEAM PER PLAN CONN. �� '�S� BEAM,COLU�iN (�NNNECT Q N- 4"0 PERF. ,� � PER PLAN FTG. DRAIN � P� ��NEER S POSI. CONNECT TO COL. 2n4 OR 2x6 T1ES w/ 2-16d OR ' Ila. z DETAIL 2x4 SCAB TlE OR METAL � �z , IN GRAVEL � C�INECTOR EA. SIDE METAL CONNECTOR 2 a� B E A M S d c C O L U�I N S �B F A b I & C O L U M N � z a � 1x4 LATERAL 9RACING PFR FOUNDATION PIAN. TYPICAL EA. SIDE W c�3 MIN. Na- � � r.. @ UNDERSIQE OF JSTS. COLUMN PER PLANS COLUMN BASE UP 8' OR �N �( : x PROTECT{�LUMN BASE I""— ��N = U _ �,, � NO�; pLL yyppp PROVIDE KNEE BRACES USE PRESSURE iREATID EXPOSED TO WEATHER TO RESIST LAT. FORCES �----"""-w/ T Y P E 9 0 R O O Fl N G �� " T O B E P R E S S. T R T D. O R I F C O L E X C E E D S 4' H T. CONCRETE FOOTING z (F FOOTING POURED SEPARATELY, NAVE NATURAL PER f�1NDAT10N PLAN - COLUMN-FOOIING ANCHOR PROVIDE �4 BAR 48" O.C. t�AX. CONTIN. �4 HORIZ. BAR RESISTANCE TO DECAY INTERIOR GRADE - w/ I�A� at EQUIV. WITH STD. H001C. EXIEND TO 3 3"-4' FROM BOL OF fTG. CLR. FROM BOT. OF fTG. ROTA 1'-0" MIN. 1 STORY GRADE ;:. • :. SIMPSON COL. BASE I N T. B E A R I N G S U P P 0 R T , . � ? .: PER NFGR. S'f'ECS. HQRIZ. EXTENSION PARALLEL TO 1 -3 MIN. 2 STORY �. � ' 1�, FOR PRdPER CONC. COVER. 1'-11" MIN. 3 STORY CONCRETE F�TING WHERE APPUCABLE S C A L E: �� = 1'-0� � P L A I N C 0 N C. FN D. D E TA I L D E�K D E TA I L � FOUNDATION PLAN o� , SCALE: N�� = 1'-0" WHERE APPUCABLE SCALE: �" = 1'-0' S