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<br /> G E N E R A L S P E C I F I C A TI 0 N • �o�s� FRAM�N� �oM oPPos� S�oEs o�R A w g� ��
<br /> S• B E A R I N G S U P P Q R T S H A L L L A P A M I N I M U M O F 3 U �� ���
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, ac 3/4° APA T&G OSB OR INGHES AND �HAL1 BE NAILE TOGETHER WITH A _ j--'� Z �c� o��,n
<br /> SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PRIOR.TO P L Y W D. C D I N T. w/ E X T. M I N I M U M T H R E E 1 0 d F A e E N�I S. S OL ID BLOCKING �_ ` J N� �M
<br /> GLUE. NAIL w tOd � 6" O.C. SNALJf��E PROVIDED AS LATERAL RESTRAINT AT 2x12 HF�2 '�FTERS � 24"o.c. (U.N.O.) � �¢ ,��,.,�-�
<br /> CONSTRUCTION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALEU. � ROO�NG PER PLAN c� �� N N
<br /> EDGES & SOL1D BLkCG. & c� E�efi INTERMED�ATE SUPPORT. Td NAIL JOISTS
<br /> C O D E S: 2 0 0 9 I N T E R N A T 1 0 N A L R E S I D E N T I A L C O D E (I R C), 2 0 0¢ W A S H I N G T O N 1 0" O.C. I N F I E L D D B L O C K I N G T O B E A M w/ (3}8 d. ��_ � o �� d'�
<br /> STATE ENERGY CODE (WSEC), 2009 UNIFORM PLU�181NG CODE (UPC), 2009 /� / WIND�BAFfLE w/ 1" �11N. AIR SPACE _, N a
<br /> 1NTERNATIONAL MECHANICAL CODE (IMC), AND ALL OTHER APPLJCABLE CODES. FLOOR JOISTS __� SIMPSON H2,5 OR H1 EACH �g
<br /> PER PLAN BEAM- OLUMN CONNECT m o�
<br /> SEE RAFTER TO TOP PLAIES =�
<br /> STRUC�Lt�RAL: 2x4 OR 6 TIES w/ 2-t6d OR R-301�i UL W/ PLAN � W� ��
<br /> SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING METAL CO �ECTOR
<br /> BEAMS dc COLUMNS � B E A M & �L U M N VAPOR B�RRIER 2x SCRND. VENT BLK. � �� �,�
<br /> W I ND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) PER FOUNDATiON PLAN. � � TYPICAL EA. SiD �" GWS\ R 7�` SAG 8d GALV. � 6" O.C. o �,� z
<br /> COI�PONENT/CLADDING LOADS /TABLE R301.2(2) COLUMN BASE UP 8" OR � � RESI TANT GWB = `''v� a�
<br /> USE PRESSURE TREATED - PROTECT COLUMN �ASE � (DIAPH. TO TOP PL) � _
<br /> � w/ TYPE 90 ROOFWG PREfAB. GINEERED R00 ' � � _� ¢
<br /> CONCRETE FOOTING < � � • -2x6 TOP PLATES J � �� ��
<br /> LOADING UVE DEAD TOTAL -y� � 1RUSSE5 � 4 O.C. (U.N�) � ` GUTTER -' � �
<br /> PER FOUNDATION PLAN COLUMN-FOOTING ANCHOR �� \ N LAP SPLICES 48" � � 'n�,
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF \ . �, Z TYPICAL FASCIA � �s
<br /> ATT1CS LIMITED STORAGE 20 PSF 10 PSF 30 PSF INTERIOR GRAD •; �, w/ l�ASB12 OR EQUIV. � � � � � HEADER PER PLAN, o �m °'w
<br /> ATi1CS NO STORAGE 10 PSF 10 PSF 20 PSF p � OOfING PER PLAN � �� a _� USE 2' FOAM BOARD �- \ v
<br /> DECKS (SEE R502.2.1) 40 PSF 10 PSF 50 PSF I . LB E A R I G S U P \ / g � W/ 4x HEADER � �� ��T RAFT TO MATCH
<br /> P O R T WIND BAFFLE W/ 1" MIN. AIR� PACE �p�� p�pN TAI LENGTH dc WIDTN
<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF / \ � ��2" �,yy,�,� �__,
<br /> FlRE ESCAPES 40 PSF ERE APPLICABLE SCALE: �" = 1'-0" R-21 INSULAT10N NAIL TO SIDING PER� LEVATION ��
<br /> GUARDRAILS/HANDRNLS 200 LBS AT TOP ANY DIRECTION , t2 SIMPSON H2.5 OR`H1 EACN � o0
<br /> 1RUS5 TO TOP PLA S FREE EDGE OF STUD OR
<br /> GUARDRAILS IN-FlLL 50 LBS APPLIED TO 1 SQ. FL N o SEE � PROV. 4 MIIL VAPOR BAR. � n�
<br /> PASS. VEHICHLE GARAGE 50 PSF IF ELEVAIED 2,000 LB PT. - �� BRICK VENEER W/ i' AIR SPACE & � m ��ATJ ^�'2x SCREENED VENT BLOC � �
<br /> ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF � � � ' TYPE 15 FELT OR WATERPROOF \ C A TH E D R A L E I L I N G
<br /> R-38 INSULATION 8d GALV. � 6" O.C.
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF /�, / BLDG. PAPER OVER SH�}iG. (DIAPH. TO TOP PLS.) �
<br /> S T A I R S 4 0 P S F 10 PSF 50 PSF � CORROSION-RESISTANT METAL T1ES. WIiERE APPLICABLE SCA �; �" = 1'-0" �
<br /> OR 300 LB PL LOAD ON 4 SQ. IN. USE N0. 9 W1RE W/ NOOK EMBEDDED �" GWB OR SAG \ �
<br /> ALL BEAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE MEM FIR N0. IN MORTAR JOINT OR N0. 22 GA. x �" ftESISTANT X�' GWB
<br /> TYPICAL 2x6 WALL � �---�,
<br /> CORRUGAIED SHEET METAL EACH TIE � GUTTER
<br /> 2 OR BETTER AS NOlED ON PLANS. GLUED LAMINA'TED TIMBERS SHALL BE . 2-2x6 TOP PLATES � � PREFAB. ENGINEEREO ROOf
<br /> TO BE SPA ED 24 MAX. O.0 HOFtIZ. & \ PER PLAN TYPICAL FASCIA
<br /> MANUFACTtJRED & IDENTIFIED AS REQUIRED IN AITC A1 O:t"�&�A�TM,D3737. LAP SPLICES 48" TRUSSES � 24° O,C. (U.N.O.
<br /> VERT. & SH��- SUPPORT NOT MORE � )
<br /> PLI1NOOD INDEX: CD. ROOF & SUBFLOOR SNEATHIN PER TABLE �� THAN 2 SQ. FT�\OF WALL AREA. HEADER PER PLAN. USE 2° \��= ROOFING PER PLAN
<br /> R503.2.1.1(t). WALL SHEATHING PER TABLE R602. 3) & R602.3(4). �`� FLOOR JSTS. 3/16"0 MIN. WEEP� OLES z FOAM BOARD W/ 4x HEADER \ \
<br /> SHEATHING FAS'iENERS PER TABI.ES R602.3(1) & ( . PER PLAN %„/-p 33" MAX. O.C. � � � , z� WIND BAFFLE W/ t" MIN. AI SPACE o —
<br /> ¢ �o SIMPSON H2���pfZ Ht EACH a
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602. (1). o0 26�GA:��ALV. FLASNIN � �M �:W.B a
<br /> � `� \ � `D 12 TRUSS TO TOP Pl�A1ES cv
<br /> WOOD IN CONTACT WITH CONCRETE, NE9R GROUND, f� WOOD EXPOSED TO �� - ID « FINISHED G�AaE�SI`OPED ��R W \ \
<br /> �� � �!�ii�'� �� , w R-21 INSUL � � SE� � � 2x SCREENED YENT��LOCK
<br /> WEATHER TO BE PRESSURE TREATED OR�1' TURALLY DU�ABLE WOOD PER R 17. �� -�- �l�IN. FALL WITHIN 1U�0�t, � � R�A��_INSI! �P�� \ \��'�-.SIMPSON RBC � 4$" �
<br /> / ii_a.` P VIDE SWAI� OR DRAIN. N 2x 6 S T U�� " � � � O.C. T 0� �
<br /> r ON C R E T E & R E B A R: , � I N T. G R A D E ,� +�. ' � S 6 O.C. __J __ T O R��S ��,\ o
<br /> � GWB OR J�i SAG
<br /> A 0 0 0 0 P - G A R D E 6 0 A S l A 7 0 6. W A L L R E 6 A R�N A L L B E � �_ " O N E S T O R Y � � R E S I S T A N T G W B �� � 8 d GALY, � 6" 0:����v, 'z�' r a
<br /> 2' M I N. 8" 2 M I N 6 TWO STORY � , � � D I A P H. T O T O P P L S. m w
<br /> P L A C E D N O C L O S E R T O I�O U T S I D E F A C C�T N A N Y T H E W A L L T H I C K N E S S. I� , � , � A P A T& O S B O R P L Y W U. C D 2x 6 B A S E'P,L W/ 1 6 d��'1 6°_Q.C. 2-2 x 6 T O P P L A T E S < � .Q �
<br /> REBAR COVER PER ACI 318. EOOTINGS T� BEAR ON 1500 PSF MINI�IUM S E E C O N C R E I E F OOTI,G 1' t�� ON STORY INT. W EXT. LUE, NAIL W TO JST & 2� 6d EA STUD \�� � � � � 5
<br /> & STEM WALL DETAI � �. � � � �� �, LAP SPLJCES 48 ��
<br /> UNDISTURBED SOIL. CONCRETE�jO �E�INIMUM F'c-=--;2500 PS1 � 28 DAYS � 1'-9" TW STORY tOd � 6 O.0 EDGES & SOLID � z \ c� w
<br /> (3,000 PSI-F0�GAR�GE/CARPO��<j SLABS, EXTERIOR PATIO SLABS ON � � � � ��� BLKG. & � 1 " O,C. IN FIELD x,RIM JOIST W��3-16d � 4x HEADER PER PLAN. \ J�'�26 GA. COiJT. �
<br /> GRAOE,�& WEATHER E POSED BAS��IENT, FOUNDATION WAL.LS, PORCHES, M A S O I V R Y VE E E R EA�ki JOIST \ ¢ 2" R-10 FOAM BOARD PE�,PLAN � ALUM. GUTfER
<br /> AND�STEPS W/ 5�-7� AIR ENTRAINM�NT). MINIMU�A DESIGN E QUIV. fLUID ' � ��� � INSULATION REQUIRE0. TYPICAL FASCIA
<br /> S O D B L K G. F L 0 0 J S T S P E R P L A N �
<br /> PRESSURE = 35 PCF PER SOILS ANA�LYSIS. �-- WI-IER ,APPLICABIE \� �,_SCA' : �" = 1'-0" � SU PORTS QB u/ PARALLEL PART. �� � ��2n �WB. � SIDING PER ELEV. 0/ TYPE
<br /> 5 _ � �� R-21 INSULATinN 15 FELT QR iNATERPR00F
<br /> USP'�STRUCTURAL�� NNECTORS OF EQUIVALENT STRENGTH MAY BE \ �" T-1-11 PLYWD OR J�' DX � - BUILDING PAPER
<br /> \TYP, 2x6 WAt1 �
<br /> SUBSTITUTED F R 51MPSON HOLDaWNS, STRAPS, AND CONNECTORS PLYWOOD SHTG_OR �s" 0.5.8. �Z �•W6• \ N 1�-KRAFi' PAPER FACE TO
<br /> 3/4".:AP_A T&G OSB R PLYWD. � � SIDING PER ELEVATION 0/ � FREE ED� OF STUD OR ��
<br /> � �� NAI/8d�6" O.C:EDGE, 12" \ 2-2x6 TOP PLATES � TYPE 15 FELT OR WATERPROOF jPROVIDE 4 MIL. OR BARRIER ��
<br /> �E� INT. W% EXT. GLUE. NAIL W/ O.G. FIELD OR PER ENGINEER S * ���
<br /> \ __ / � � LAP SPLICES 48 / BUILDIN6 PAPER ��., S C( S I \ TR U �� S E C TI O N
<br /> / -�� l Od � 6" 0�, EDGES & SOLID S�FIEARWALL SCHED LE � \ �
<br /> R OOFI N G QP TI ON S: BL�CKING dc � 10" O.C. IN FlELD HEADER PER PLAN. USE 2�r t �
<br /> S lJD BLOCKING � Z FOAI� BOARD W/ 4x H�A�ER �
<br /> O SHAKE/SHINGLE RObF: INIERNN. w/ 18" WIDE STRpSIOF iYPE 6 BASE P A � _, o � WH�E PUCABLE��� \ SCALE; 3�" = 1-0'
<br /> 30 FELT. NAIL w/ (2) GALV, FASTENERS PER EACF{ PIECE TO 1/2" _��Mps A35 � 32 O.C. � � �'��, Q " � - �
<br /> CDX PLYWOOD SHEATHING OR EQUIVALENT. PROVIDC�t/2" CCX - 2x RI JOIST ' > �Z G'W:B j ���.
<br /> PLYWOOD SHEATHING � OVEf2HANGS. � / FLOOR JOISTS PER PLAN � � �. \`
<br /> OO COMPOSIl10N ROOF: 0/ NONPERFD. TYPE 15 FELT. NAI w/;('4) 1�" 7CX t�YW00D SHTG. w �" R-21 INSUL �' \ \,\
<br /> � OR /�6 O.S.B. SOFFlT ,,, / --
<br /> GALV. FAS1N'R PER EA PIECE 0/ 1`2"-6DX._PL11ND SHTG. flR \ cn �' `��
<br /> 2-2x6 TOP PLAIES \ �
<br /> EQUIV. w/ 1/2" CCX C� 0/HANG l � � / LAp SPLICES 48" PER R-30 INSUL W/�VAPOR 2x6 STUDS � 16` O;C. �'� �
<br /> O CONCRETE T1LE ROOF: Q/ TYP�30 FELT. NAIL w/\'{2) GALV. � / _ RETARDER WARM SIDE
<br /> FASTENERS PER EA PIECE Cf� 1/2" CDX PLYWD SaTG. OR \\\ / � � -;.PLAN \� 2x6 BASE PL W 16d 0 1 " O.C.
<br /> EQUIV. w/ 1/2" CCX � 0/ ANGS. CANTILEVER 1N11 B�A � � \ �" APA T&G OSB OR PLYWD. CD � �
<br /> \ �� INT. W EXT. GLU NAIL W TO JST & 2-16 EA STUD
<br /> � METAL RQOF: INSTALL PER MFG�'�PECS. 0 TYPE 15 P LT 0 ON FRA�IED WA�L�OR `_ _ J � _ / / �
<br /> „ � „ � FOUNDATION,WALL \ 10d � 6" O.C. ED ES & SOLID 2x RI�1 JOIST W/ 3-16d \ �_ _�
<br /> 1/2 CDX PLYWD SHEATHING OR E�IUIVALENT w/ 1/2 C X `� \ BLKG. & � 10"�C. IN FIELD EACH JOIST - �
<br /> /
<br /> PLYWOOD SHEATHING � 0/HANGS. � C A TI L E,VE R S E C�TI 0 N Souo 8��, FLOQR�lSTS PER PLAN
<br /> � ROOF SHTG. TO BE NAILED w/ 8d � 6"`QC EDGES & 2' OC � SUPPORTS DBL u/ PARALLEL PARL � / ��
<br /> FlELD - UNBLK . '\ i� �--NI�iERE APPLIC SCALE: �" = 1�-0' ' /
<br /> \/ /
<br /> J�" G.W.B.
<br /> CON�UOUS #4 ORIZ. BAR 6� x4 RAIL ANQ CAP 2x2 PICKETS SO THAT 2-2x6 TOP PLATES � O �
<br /> �N. 6' �. H E I G H T A 4" S P H E R E M A Y N O T L A P S P L J C E S 4 8" /--
<br /> TO B OCA 6" BELOW � � �
<br /> -� , TOP OF WALL � AROR BARRIER TO EXTEND PASS THRU SECURE W/ �_ HEADER PER PLAN.
<br /> BETWEEFt�HOtJ\ AND LEDGER 3-16d GALV. RAIL TO USE 2" FOA�1 BOARD /�� ��
<br /> x RESIST 200 L8 LOAD IN %'
<br /> � \ z W/ 4x HEADER �
<br /> REBAR. � ANY DIRECiION. PICKET o �' t-t-11 PLYWD OR�1�" CDX
<br /> ` APPROVED T�RESIST 50 LB LOAD � � PtY�W00D SHTG OR �e O.S.B. r�
<br /> GRADE � W DECKING AP I�IED TO 1 SQ. FT. ¢ �i� G.W.B. NNL 8d 6" O.C. EDGE, 12r ��,__ �'z
<br /> OF A EA. � O.C. FlELD OR PER ENGINEER'S �� �, w�
<br /> °�I I I I -I I� � w R-21 INSUL ��_� }- �n c�
<br /> \ �4 BAR W/ I I I ��I�' � DE K JOIST5 PER PLAN NOTE RAI(JNG NOT W �—_� S.W. SCHEDULE. � w�_
<br /> � '� 12d MINIMUMt � ° �I�I, ---_„ x � --------- RE . ON DECKS W/IN v�`'i 2x TU5 DS � i6' O.C� ` �� _ ¢
<br /> ��� � ' ,� ¢ N OF FINISHED GRADE � / 2xfi BASE PL W/ 16d &� 16 O.C. � Q �'
<br /> � HORIZONTAL ,� � 3 MIN. `�'��� � �- �
<br /> /�s" OSB, }�" CDX PLYWOOD OR � o ��
<br /> � TO JST dc 2-16d EA STU� �" T-1-ti SHEATHING. NAIL 8d � � �
<br /> � EX�Ns�oN � 2x LEDGER W/ MTL 2x Rlt��oIST �6 ON EDGE 12 IN FIELD OR Q �
<br /> � STD. HOOK 4"9� RQO o Z HANGER BRACKETS. �� _ r \�\ �
<br /> �r DRAIN � � • •%-�- SOIJD BLOCKING � APA T&G OSB OR LYWD. CD 2x RII� JOIST W/ 3-16d r� W
<br /> 'd�- 3�dx4 LAGS @ 1 o.c. 2x4 51UDS � 16" O.C. PER ENGINEER'S S.W. SCHEDULE Z ��
<br /> � INT. W/ EXT. GLUE. NAI W/ EACH JOIST \ �,,
<br /> 4'� PERF. � INTO HOUSE RI �JOIST BEAM PER PLAN CONN. 10d � 6" O.C. EDGES S�LID ' 2x4 PRESS. TRTD. SILL PLATE W O ¢W
<br /> FTG. DRAi OR PER ENGIN R'S \ POSI. CONNECT TO CaL . 2 4-PRESS. TRTD. SILL PLA W/ 2x4 BASE PLATE � „ �
<br /> Z IN GRAVEL Z D E T A I L � Fx 4 SCAB T1E OR METAL �Q L J C G. & � 1 0 O.C. I N F I E L D �"� A,B, @��4 8" O.C. O R P E R t A N W/�Z� A.B. � 4 8 O.C. O R [�! �'-
<br /> � � � » " PER PLAN & BTNTl. 4 �' �
<br /> � 2p �� CONNECTOR EA. SIDE dc BTWN. 47�Z & 12 Of SILL DS. 4 CONC. SLAB ON SAND � �' & 12° _ � .-Z
<br /> S II ?� ° � OF SILL EPJDS. EMBED 7' �AIN. �-- ¢ N-
<br /> T MIN. n � 00 lx4 LATERAL ACING SOl1 LKG. FLOUR,JSTS P�PLAN EMBED 7" MI IMUM. INSTALL 3x 4 FlLL & TAMP AS REQUIRED „ �
<br /> IP x ,� � UNDERSIDE O f�JSTS. C O L U�I N P E R P L A N S � SU 0 TS DBL u/ PA�ALLEL PART. PLA T E W ASH RS. � � � 3x3x0.229 PLATE WASHERS, c� O w
<br /> � �',!,��,; c � � _ `� `r NOTE: ALL WOOD � PROVIDE KNEE BRACES u u i i i��� Fl N I S N E D G R A D E S L O P E D F O R � F-Z
<br /> EXPOSED TO WEATHER TO RESIST LAT. FORCES . • a FlNIB ED GRADE SLOPED FOR •. " �n-m� R
<br /> STEM WALL dc FTG. � w �-- 'u ID= 6" �IIN. FALL W1iHiN 10' OR X �z
<br /> �� � � 18 �tl . CLEARANCE ,6''�MIN. FALL WITHIN 10' OR SEE CONC. FTG. & STEM �l�'� � � � Z PROVIDE SWALE OR DRAIN. � ��
<br /> TO BE PRESS. TRTD. bR� IF COL EXCEEDS 4 HT. ✓ PER PLA1N CONCRETE ��, tu- i� { �
<br /> IF FOOTING P0�1RED�SEPARATELY, 2 MIN UNDER BEAMS u,:u �� � � � �
<br /> CONTIN. �4 HORIZ, BAR HAVE NATURAL �'`.-_� PROVIDE SWALE OR DRAIN. u.:� �w
<br /> PROVIDE #4 BA�2 48" O.C.��MAX�___ \ �-3 0 I N S U L A T I O N FOUNDATION DETAIL u -�-'� � WALL DETAIL ON THIS SHEET �� � ^ ROO F D R A I N 4" T I G H T t 1 N E o 0
<br /> 3"-4" FROM BOT. OF FTG. RESISTANCE TO DECAY ,, �
<br /> WITH STD. HOOK�F�XTEND TO 3" � ��--�_� � NSUL PLUI�BING & MECH. ' u•. � -� � SEPARAiE FROM FTG. DRAIN �
<br /> ' CLR, FRUM BOT. OF TG, E�OTAIE 1'-0" MIN. 1 STORY GRADE �\ � � ` R �DRAIN 4" TIGHTLJNE 3 6" "
<br /> � SIMPSON COL. BA + y 4"0 PERF PIPE IN WASHED
<br /> HORIZ. EXTEN�19l1 PARALLEL TO 1'-3" MIN. 2 STORY o, ? PER �IFGR. SPECS. � INT. GRADE 6 MIL BLACK POLY BARRIER. ��� 6» �� SEP ATE FROM FTG. DRAIN 1'-0" ONE STORY GRAVEL CONNECT TO
<br /> y�Al�, FOR PROPER CONC\\VER. 1'-11" MIN. 3 STORY '- � \'�, � LAP EDGES 12" MINIMUM 1'-3" TWO STORY
<br /> � _ �., �._ CONCR� Fa0T1NG ���, ��_��^ 4"0 PERF PIPE IN WASNED APPROVED DISCHARGE
<br /> P L A I N C 0 N C. PER FOUN�A ON PLAN GRAVEL CONNECT TO
<br /> FND . D��TAIL DECK DETAIL ��; �\ n�I APPROVEDDISCHARGE GARAGE WALL SECTION
<br /> S�'�: y' _ ,'-°" WNERE APPLICA6tE SCALE: �„ _ ,�-o�� �, TH R E E S TO R Y �E G TI V I �1 WNERE APPLICABLE SCALE: �, _ , -o
<br /> ��, WHERE APPLICABLE SCALE: 3�" = 1'-0" ���-»�s �� ������� oF
<br /> ,
<br /> ��1/1��3��1 ��� �'��f�93�
<br />
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