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<br /> G E N E R A L S P E C I F I C A TI 0 N S. JOISTS FRAMING FROM OPPOSI SIDES OVER A U �� ��
<br /> BEARING SUPPORT SHAI1 LAP A MINIMUM OF 3
<br /> 3 4 APA T&G OSB OR INCHES AND �HAI�L BE NAILE TOGETNER WITH A Z • " o`fl
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDWG UI�AENSIONS, Ec � � � \� .� �,z ,�,�
<br /> SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLU�ON PRIOR TO PLYWD. CD INT. w/ EXT. MINIMUM 1NREE tO�ACFNAI S. SOLID BLOCKING ���--! 2xt2 HF�2 �FTERS � 24'o.c. (U.N.O.) � �� ,."��,.,"'�
<br /> CON5TRUCT10N. WRITTEN DIMENSIONS SHALL TAKE PRECEDENC� OVER SCALED. GLUE. NAIL w/ tOd � 6" O.C. SHALI.��E PROVIDED AS LATERA� RESTRAINT AT �� �
<br /> EDGES & SOUD BI.KG. & � E9eti INTERMEDIATE SUPPORT. TOE NAIL JOISTS RO �NG PER PLAN � �� N N
<br /> COpES; 2009 INTERNATIONAL RESIDENiIAL CODE (IRC), ?00¢ WASHINGTON 10" O.C. IN FIELD AND BLOCKING TO BEAM w/ (3�8d. \ WIN D B A F F L E w/ 1" M I N. A I R S P A C E � �� ¢�
<br /> S T A T E E N E R G Y C O D E (W S E C), 2 0 0 9 U N I F O R M P L U I�B I N G C O D E (U P C), 2 0 0 9 / \ � \. -� N�
<br /> INTERNATIONAL MECHANICAL CODE (I�IC), AND ALL OTHER APPLJCABLE CODES. FLQOR JOISTS � \ SIMPSON H2,5 OR H1 EAC H m o�
<br /> PER PLAN B E A M- O L U M N C O N N E C T ���� SEE RAfTER TO TOP PLATES =
<br /> STRUCTURAL; 2x4 OR��c6 11ES w/ 2-t6d OR � �,�
<br /> R-30�J5UL. W�/ PLAN 4, o
<br /> SEISMIC ZONE D1 D2 PER FIG. R301.2 2 & ENGINEERING METAL CON ECTOR \ 2x SCRND. VENT BLK. w '- ~'`�'i
<br /> � � � BEAMS dc COLUMNS � VAPOR BbRRIER \ 8s v�o0
<br /> � BEAM & �LUMN \ � , z o,
<br /> WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) PER FOUNDATION PLAN. � TYPICAL EA. SiD � � • 8d GALV. � 6" O.C. � � z
<br /> COLUMN BASE UP 8" OR � � \ \ �+ RNESI TANT GWB (DIAPH. TO TOP PL) � �Z o�
<br /> CO�1PONENT/CLADDWG LOADS /TABLE R301.2(2) USE PRESSURE TREATED �� PR01ECT COLUMN �ASE
<br /> i w/ TYPE 90 ROOFWG PREfAB. GINEERED ROOF J � `5 Q�
<br /> LOADING LIVE DEAD TOTAL CONCREIE FOOT1NG ���____, � " ( ) � -2x6 TOP PLATES � � �°� �
<br /> PER FOUNDATION PLAN � ` TRUSSES � 4 O.C. U.N.O, N GUTTER
<br /> ROOF (GROUND SNOW) 25 PSF 1� PSF 35 PSF COLUMN-FOOTING ANCHOR � ,, \ LAP SPLICES 48 N� ��
<br /> Z TYPICAL FASCIA �
<br /> INTERIOR GRAD � w/ MAS812 OR EQUIV. � � \ " NEADER PER PLAN, Q �
<br /> ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF ��� ROOFING PER PLAN '� � v �
<br /> ATi1CS NO STORAGE 10 PSF 10 PSF 20 PSF c �, \ � / �a -�� USE 2" FOAM BOARD � �T RAfT TO MATCH
<br /> DECKS (5EE R502.2,1) 40 PSF 10 PSF 50 PSF I �/ B E A R I G J U P P i� WIND BAFFLE W/ 1" Ml�i. AIR PACE � W/ 4x HEADER PEfi'P6AN TAl IFNGTH dc WIDTH
<br /> EXTERIOR BALCONIES 4 0 PSF 1 0 PSF 50 PSF " ' O� � \� � � ��2 �W g � � � o�
<br /> RRE ESCAPES 40 PSF ERE APPLICABLE SCALE: � = 1 -0 R-21 INSULATION NAIL TO SIDING P�LEVATION o0
<br /> SIMPSON H2,5 OR t EACH
<br /> GUARDRAILS/HANDRNLS 200 LBS AT TOP ANY DIRECTION � 12 TRUSS TO TOP PLA S FREE EDGE OF STUD OR
<br /> PROV. 4 I�IL. VAPOR BAR. o�
<br /> GUARDRAILS IN-FlLL 50 lBS APPLIED TO t SQ. FT. j� �,o � SEE 0
<br /> PASS. VEHICHLE GARAGE 50 PSF IF EI.EVAIED 2,000 LB PT. , j BRICK VENEER W/ 1' AIR SPACE & � m �A I� �2x SCREENED VENT BLOC \ �
<br /> SLE P NGNROOMSEPING) 0 PSF 10 PSF 40 PSF � ^ � / �E 15 FELT OR WATERPROOF " C A TH E D R A L E I L I N'G a
<br /> / R-38 INSULATION 8d GALV. � 6 O.C.
<br /> , BLDG. PAPER OVER SHTFIG. (DIAPH. TO TOP PLS.) WF{ERE APPLICABLE SCA : �' = 1'-0" �
<br /> STAIRS 40 PSF 10 PSF 50 PSF / �/ CORROSION-RESISTANT METAL T1ES,
<br /> OR 300 LB PL LOAD ON 4 SQ: IN. USE N0. 9 WIRE W/ HOOK EMBEDDED �" GWB OR SAG � �
<br /> IN MORTAR JOINT OR N0. 22 GA. x �" / RESISTANT 1�' GWB �
<br /> ALL BEAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR N0. 1lPICAL 2x6 WALL \
<br /> CORRUGATED SNEET METAL. EACH TIE GUTTER
<br /> 2 OR 6ETTER AS NOTED ON PLANS. GLUED LA�IINATED 11MBERS SHALL BE . 2-2x6 TOP PLATES � TYPICAL FASCIA PREFAB. ENGINEERED ROOF
<br /> TO BE SPA�ED 24 MAX. O.0 HORIZ. & � PER PLAN
<br /> MANUFACTURED & IDEN�FIED AS REQUIRED IN AITC At �:1�A�TM, D3737. LAP SPLJCES 48" � TRUSSES � 24" O,C. (U.N.O.)
<br /> VERT. & SH SUPPORT NOT MORE
<br /> PLYWOOD INDEX: CD. ROOF & SUBFLOOR SHEATHW�ER TABLE `� 1HAN 2 SQ, F�, OF WALL AREA. HEADER PER PLAN. USE 2" ��� ROOFlNG PER PLAN
<br /> R503.2.1.1(t). WALL SHEATHING PER TABLE R602: '3) & R602.3(4). FLOOR JSTS, 3 16'� MIN. WEEP� OLES z FOAM BOARD W 4 HEADER . \
<br /> SHEATHING FASTENERS PER TABLES R602.3(1) & (�S. PER PLAN ;�`-p 33" �IAX. O.C. F / � A � WIND BAFFLE W/ 1 MIN. Al�t SPACE �
<br /> N o SII�PSON H2.3�pR H1 EACN
<br /> STRUCTURAL MEkIBER FASTENERS PER TABLE R6Q2. (1). ' _ ` > }�` ;yy,g, -- .� . Q a
<br /> � ao 26��A:��LV. FLASHIN � � - \ � 12 TRUSS TO TOP PI.AAIES �
<br /> WOOD IN CONTACT WITH CONCRETE, NE�R GROUND R� WOOD EXPOSED TO ii ii�Ii�iID- FINISHED Gf�AftC�S10`PED��R w ��,R-21 INSUL, � S� 2x SCREENED �EN��LOCK o
<br /> WEA�I-IER TO BE PRESSURE TREATED OR�ATURALLY DURABLE WOOD PER R 7. .- 14 -[�- �MIN. FALL 1MTHW T(�-9 ,,, � �2449 INSI! PLAN �'W/SIMPSON R8C (� 4� �
<br /> � - ii a P QVIDE SWALE OR DRAIN. "' \
<br /> �ONCRETE & REBAR: / l , INT, GRADE � ' � ' „ 2x6 STUDS � 6" O.G. , �" GWB OR N�" SAG_ O.C. TO�TOfZ�TES `� o
<br /> A 0 0 000 PQ - AD 0 ASTM A706. WALL RE�AR�NALL BE �`\_�ONE STORY -��` RESISTANT GWB 8d GALV, � 6�:�; ' i= o
<br /> RE� fZT BE 6 . � GR E 6 2' MIN. 8" 2 MIN b�i� �0 STORY � DIAPH, TO TOP PLS. � m w
<br /> PLACED NO CLOSER TO E OUTSIDE FAC,�T}1AN Y THE WALL 1HICKNESS. � \ �" AFA Tdc OSB OR PLYWD. CD 2x6 BASE PL W/ 16d�-16��C. 2-2x6 TOP PLATES � a �
<br /> SEE CONCRETE F00TI G ��7��p��,} STORY INT. W/ EXT. LUE. NAII W/ TO JST & 2��6d EA SiUD ��� • � 5
<br /> REBAR COVER PER ACI 318� O�TINGS/r0 BEAR ON 1500 PSF M11NI�IUM � � LAP SPLICES 48
<br /> � & STEI� WALL DETAI� � "' \ � W
<br /> UNDISIURBED SOIL CONCRETE 0 E�MINIMUM F`� =_2500 PSI � 28 DAYS 1'-9" TW' STORY --- tOd � 6' O.0 EDGES & SOLID � o \ � 26 GA. CONT. �
<br /> (3,000 PSI F0�GARAGE/CARPO'�SLABS, EXTERIOR PA�10 SLABS ON , A S O \ R Y VE E E R \� B�G. & � 1 " O.C. IN fIELD RIM JOIST W/�3-16d 4x HEADER PER PLAN. �
<br /> EA�-I JOIST \ ¢ 2" R-10 FOAM BOARD PE�PLAN ��CAL FASCIA
<br /> GRADE„& WEATHER E POSED BASEMENT, FOUNDATION WALLS, PORCHES, M � \ � INSULATION REQUIRED.
<br /> ANDf��'EPS W/ 5%-7� AIR ENTRAINMFNT). MINIMUM DESIGN EQUIV. FLUID � SO�D BLKG. FL00� JSTS PER PLAN
<br /> PRESSURE = 35 PCF PER SOILS A�1 LYSIS. /---- WNER ,APPLICABLE ��,_� SCA : 3�" = 1'-0" � SUPPORTS L�B/u/ PARALIFL PART. �.� � ��2p �W B � SIDING PER ELEV. 0/ TYPE
<br /> '� � 15 FELT OR WATERPROOF
<br /> USP��STRUCTURAL,� NNECTORS OF EQUIVALENT STRENGTH I�AY BE �" T-i-11 PLYIND OR }�" DX R-21 INSULATION �BUILDING PAPER
<br /> TYP, 2x6 WALL � ^ N IL KRA�f PAPER FACE TO
<br /> SUBSTIiUTED F f� SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS \ PLYWOOD SHTG OR �s O.S. . � ��WB• \ SIDING PER ELE AT10N 0/ � FREE ED OF STUD OR -
<br /> 3/4 APA T&G OSB �R PLYWD. NAIL.8d�6" O.C:' DGE, 12" � 2-2x6 TOP PLATES TYPE 15 FELT OR WATERPROOF PROVIDE 4 MIL.� OR BARRIER
<br /> �Efr INT. W/'f�XT. GLUE. NAIL W/ O.C�FIELD OR PER�ENGINEER'S � LAP SPLICES 48' ��� BUILDING PAPER � �
<br /> -= 10d � 6 0.G. EDGES & SOLIU j S�HEARWAIl SCHED i lE \ ``,. S C I S�' R T R U S S S E C T I 0 N
<br /> ROOFING QPTIONS: / BLOCKING dc �J10" O.C.1N FlELD \ HEADER PER PLAN. USE�2
<br /> I FOAM BOARD W/ 4x H a6ER �� , „
<br /> O SHAKE/SHINGLE RObF: INTERWV. w/ 18" WIDE STRP OF TYPE S�LJD BLOCKING i X6 BASE P A �__ o � WHER E AB�'LICABLE�, SCALE: 3�" = 1-0
<br /> 3 0 F E L T, N A I L w/ (2) G A L V. F A S T E N E R S P E R E A C t{ P I E C E T O 1/2" � � \����, F � --- , � ��
<br /> _�MPS A35 � 32 O.C. > 1� G.W:@ � ���
<br /> CDX PLYWOOD SHEATHING OR EQUIVALENT. PROVID6.1/2" CCX � ' 2x RI�4 JOIST � , \` �
<br /> PLYWOOD SHEATHING � OVERHANGS. \ � FLOOR JOISTS PER PLAN � \ ``J �
<br /> N�" CCX P YWOOD SHTG. ``' �—R�21 (NSUL. ' \ \�
<br /> OO COMPOSIiION ROOF: 0/ NONPERFD. TYPE 15 FELT. NA��w/-(4) � » � W \
<br /> � � � � OR %6 O.S. SOFFIT W / �
<br /> GALV. FAS11J R PER EA PIECE 0/ 1��-EDX.,PLYWD SHTG. QR i 2-2x6 TOP PLAlES � �' . ��� �
<br /> EQUIV. w/ i/2" CCX C� 0/HANG �' � � LAP SPLICES 48" PER R-30 INSUL f�VAPOR 2x6 STUDS (9 16�;C. I �
<br /> � RETARDER WARM SIDE ��
<br /> O CONCRETE TILE ROOP. 0/ TY� 30 FELT, NAIL w/ (�) GALV. / '�
<br /> FASTENERS PER EA PIECE 0�1(ER 1/2° CDX PLYWU S TG. OR CANTILEVER WILL B AR i -i`�,PLAN �" APA T&G OSB OR PLYWD\CD 2x6 BASE PL W/ 16d Q t ° O.G.
<br /> o EQu�v. w/ i/2^ ccx � o/ f�/�NGS. \ ON FRAI�IED WA�L�R `-- -- -' �., INT. W/ EXT. GLU NAIL W/ TO JST & 2-16d EA STUD�
<br /> METAL ROOF: INSTALL PER MFG��PECS. 0/ TYPE 15� F� LT 0/ FOUNDATION WALL �, -- � lOd � 6 O.C. ED ES & SOLID 2x RIM JOIST W/ 3-16d ��,� �
<br /> 1/2 CDX PL11ND SHEAIHING OR EQUIVALENT w/ t/2 C X `
<br /> � BLKG. & � 10" 0 IN FIELD EACH JOIST '
<br /> PLYWOOD SHEATHING c� 0/HANGS. �`�, C A TI L E VE R �E C�TI 0 N � � �//
<br /> SOL1D BLKG, FLQOR ,1S- PER PLAN
<br /> �° ROOF SHTG. TO BE �IAiLED w/ Bd � 6"`OC EDGES &, 2' OC � SUPPORTS DBL u/ PARALLEL PART. / /
<br /> FlEI.D - UNBLK ! �` / �- ERE APPLIC SCALE: �� = 1'-0"
<br /> / X�' G.W.B. /
<br /> x4 RAIL hND CAP 2-2x6 TOP PLATES � � �
<br /> CON UOUS �jORIZ. �AR 6» 2x2 PICKETS 50 THAT / �_
<br /> ��7 6" BELOW �N• 6' FA�, HEIGHT A 4" SPHERE MAY NOT ��� LAP SPIJCES 48"
<br /> TO B OCA \
<br /> TOP OF WALL � VAR�R BARRIER TO EXTEND PASS THRU SECURE W/ �� HEADER PER PLAN.
<br /> � BETWEEN-HQUSE AND LEDGER 3-16d GALV. RAIL TO USE 2" FOAM BOARD �,'/
<br /> RESIST 200 LB LOAD IN
<br /> cO REBAR Z � ANY DIREC110N. PICKET o W/ 4x HEADER �" T-1 11 PLYWD OR 1�" CDX
<br /> � APPROVED -T�RESIST 50 LB LOAD � » � �EYWOOD SHTG OR �e" O.S.B. �
<br /> GRADE °O \ DECKING � AP I�IED TO t SQ. FL ¢ � �'W'B' 'NNL 8d 6" O.C. EDGE, 12' ��-� �'o
<br /> � OF A{i EA. � O.C. FlELD OR PER ENGINEER'S ����� W�'
<br /> I���I I II�il I� � NOTEj RAILJNG NOT 4J R-21 INSUL S.W. SCHEDULE \� r w z
<br /> \ #4 BAR W/ , �-_��� � DE K JOISTS PER PLAN RE �� ON DECKS W/IN W �� '� � � ��
<br /> ' '� 12d MINIMUM ^ I�',—. '� � --------- p� �' 2x �STUDS � 16° O.C� / � �* � � " d �--"�
<br /> � ¢ v� OF fINISNED GRADE 2x6 BASE PL. W/ 16d 16 '0. . ,ye OSB, 1�" CDX PLYWOOD OR z
<br /> \\\�-� - HORIZONTA� 3" M I N. � � �- � \ TO JST dc 2-16d EA S1lJ �� " ~ o c�a
<br /> \ 0 2x L E D G E R W/ M 1 L. 2x R I l��J O I S T / �s T-1-1 1 S H E A T H I N G. N A I L 8 d � � �
<br /> io EXTENSION � 4"�A ROOF o w HANGER BRACKETS. �� » � ��� 6 ON EDGE, 12 IN FIELD OR ¢ �
<br /> :a. STD. NOOK DRAIN � � � • • SOIJD BLOCKING� � APA T&G OSB OR IYWD. CD 2x Rlt� JOIST W/ 3-16d 2x4 STUDS � 16" O.C. �PER ENGINEER'S S.W. SCHEDULE Z ��
<br /> ( :3- 3�0x4 LAGS � 1 o.c. INT. W/ EXT. GLUE. NAIp�. W/ EACH JOIST � � W � ¢�
<br /> 4'� PERF. � INTO HOUSE RI JOIST \\ BEA�1 PER PLAN CONN. » 2x4 PRESS. TRTD. SILL PLATE W o W
<br /> FTG. DRAI OR PER ENGIN R S 10d � 6 O.C. EDGES SOLID � � i
<br /> z „ DETAIL �1 4 SCAB TIE OR�METAL /2�4-PRESS. TR1D. SILL PLA W 2x4 BASE PLATE� w N � �
<br /> a� z LKG. & � 10" O.C. IN FIELD /�Z� A.B. � 48 O,C. OR [y�
<br /> � A.B. (� 48 O.C. OR PER LAN e o�
<br /> � IN GRAVEL � „
<br /> � � 2 z � 4 CbNNECTOR EA. SIDE � 4" CONC. SLAB ON SAND OFRSLLAEN SB BED�7' MIN? �-_-- ¢ N
<br /> `.�t- MIN, ���\ � , 1x4 LATERAL ACING SOLI LKG, fLO�?R JSTS PEg� LAN � BT�• � & 12 OF SILL E DS, a?
<br /> FlLL & TAMP AS REQUIRED � 3x3x0.229 PLATE WASHERS.
<br /> � EMBED 7" �11 IMUM. INSTALL 3x �cl'4 � n c� v;
<br /> '- IP � � '- � UNDERSIDE 0 JSTS. COLU�iN PER PLANS � Sl1 0 TS DBL u/ PARA�L PART. PLATE WASH S. � o Z
<br /> s i � U '�`�`�' NOTE: ALL WOOD ` PROVIDE KNEE BRACES \ �i �irn��� � � FlNISHED GRADE SLOPEQ FOR � �-.�
<br /> � �M(n R - _ "'� � ,.; ��..(il-iil- �: S
<br /> �� E X P O S E D T O W E A T H E R T O R E S I S T L A T. F O R C E S , � Fl N I B E D G R A D E S L O P E D F O R w �-- ii� =ID='' • 6" M I N. F A L L W 1 1 N I N 1 0' O R ca z
<br /> �. � '- i� � 18 }� . CLEARANCE\ STEM WALL & FTG. � � ��a� �- � `� Z PROVIDE SWALE OR DRAIN. N �
<br /> TO BE PRESS. TRTD, aR, IF COL EXCEEDS 4 HL PER PLNN CONCRETE ��: u�-�u�u� ,6'`�MIN. FALL WITHIN 10 OR SEE`CONC. FTG. & STE�A � }, � � ��,
<br /> IF FOOTING P RED�SEPARATELY, �, 2''�MIN UNDER BEAMS u u-u-�� „
<br /> � . C O N T i N. �4 HORIZ. BAR H A V E N A T U R A L - � FOUNDATION DETAIL i� -�- = PROVIDE SWALE OR DRAIN. WALL DETAIL ON THIS SHEET �;��� � ^ ROOF DRAIN 4 TIGHTllNE o 0
<br /> PROVIDE #4 B 48 O.C.�MAX>_, � • • RESISTANCE TO DECAY 30 INSULATION i, t � z
<br /> 3 -4 FROM BOT. OF FTG. i - �
<br /> N17H STD. NOO K.�XTENQ TO 3" �' � � � � SUL PLUI�BING dc MECH. . , i� * ;; - � „ SEPARATE FROM FTG. DRAIN
<br /> CLR.RFR01� BOT. OFPAG. ROTATE 1�-0� MIN. 1 STORY G R A D E SIMPSON COL. BA\ �'� ' � ' R QF DRAIN 4" TIGHTUNE 3 6� 4"0 PERF PIPE IN WASHE�
<br /> ,I,_IQ 1 -3 �MIN. 2 STORY oo ? PER MFGR. SPECS. ��� INT. GRADE 6 MIL BLACK POLY BARRIER. $y�� 6» �� SEPA�ATE FROM FTG, DRAIN 1�-0� ONE STORY GRAVEL CONNECT TO
<br /> Y�LAJ,L FOR PROPER CONC. \VER. i -11 MIN. 3 STORY � � .:,.-�.`_ CONCR� FOOTING \\ \ LAP EDGES 12 MINIMUM 1 -3 TWO STORY APPROVED DISCHARGE
<br /> PLAIN CONC. FND . DETAIL PERF°�"��� P�� �`;, ' -" PPR�o°os�NA�HE� GARAGE WALL SECTION
<br /> DECK DETAIL � THREE STORY SECTION
<br /> SCALE: Y" = 1'-0' „ _ ,_ „ WHERE APPLICABLE SCALE: 3�" - 1'-0"
<br /> WHERE APPUCABLE SCALE: � - 1 0 �,
<br /> ��. WHERE APPLICABLE SCALE: 3ifi" = 1'-0" . �I�� �F ���.���� pF
<br /> �� r���11�����C.;► ��i=t �'�����1��
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