|
w � �� �
<br /> JOISTS FRAMING FROM OPPOSI SIDES OVER A w g s � ,
<br /> G E N C R A L S P E C I F I C A 1 I 0 N S: BEARING SUPPORT SHAl1 LAP A MINIMUM OF 3 U �� `��
<br /> 3 4 APA T&G OSB OR WGFIES AND S�iA�L._BE NAILE TOGETHER WITH A " ��
<br /> CONTRACTOR SHALL VERIFY ALL SI7E CONDITIONS & BUILDING UIl�ENSIONS, dc � n �_ � 4 �` "�+'�
<br /> SHALL REPORT ANY VARIATIONS TO THE UESIGNER FOR RESOLUTION PRIOR TO PLYWD. CD INT. w/ EXT. MINIMUM 1HREE 10d FAeE-NAl S. SOLID BLOCKING �--� 2x12 Hf�2 R/�\FTERS � 24"o.c. (U.N.O.) Q �¢ M�
<br /> CONS�tRUCT10N. 'Nf71TTEN DIMEN510NS SHALL TAKE PRECEDENCE OVER SCALED. GLUE. NAIL w/ tOd � 6" O.C. SHAL�.��E PROYIDED AS LATERAL RESTRAINT AT ' � ROQFING PER PLAN c� o� 'n�
<br /> EDGES & SOL1D BLKG. & t� E G�H INTERMEDIATE SUPPORT. TO NAIL JOISTS � �` � Q �� ��
<br /> CQpES; 2009 INTERNATIONAL RESIDENTIAL CODE (IRC), 02.�C0 WASHINGTON 10" O.C. IN FIELD D BLOCKING TO BEAM w/ (3)8d. � � � WIND�BAFFLE w/ 1" MIN. AIR SPACE � �,�
<br /> STATE ENERGY CODE (WSEC), 2009 UNIFORM PLUMBING CODE (UPC), 2009 / � � � � ��
<br /> INTERNATIONAL MECHANICAL CODE (IMC), AND ALL OTI-IER APPLICABLE CODES. FLQOR JOISTS --� _ � SIMPSON N2.5 OR Ht EACH m s�
<br /> PER PLAN BEAM-GOLUMN CONNECT ' �_� � SEE RAFTER TO TOP PLAIES M
<br /> ,T S R u c T U R AI�: 2x4 OR�x,6 TIES w/ 2-16d OR R-3 0 I Nc�U L W/ "\� P L A N � w" a
<br /> SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINFERING ME1'AL CONf�ECTOR VAPOR BAI�RIER ��� 2x SCRND. VENT BLK. � Qh� c~n o�o
<br /> BEAMiS dc COLUMNS � BEAM & CO3LUMN �'
<br /> WIND (EXP. B) BASIC SPEED: II5 MPH PER f=1G. R301.2(4) PER FOUNDATION PLAN. '� TYPIGAL EA. SID� �° �'N8�pR �i" SAG � 8d GALV. � 6" O.C. � �,� �Q
<br /> COM1PONENT/CLADUIN� LU�US /TAE3LE R3U1.2(2) COLUMN BASE UP 8" OR ;�' PROTECT COLUMN` ASE RE515'TAP�T GWB \ � � (DIAPH. TO TOP PL) �z ��
<br /> USE PRESSURE TREATED 1 � �
<br /> w/ TYPE 90 ROOFING PREFAB. �l G I N E E R E D R O O E J
<br /> CONCRETE FOQIING TRUSSES ��� 4" O.C. (U.N.O.) -2x6 TOP PLATES �GUTTER J �� �w
<br /> LQA�ING �,V� UEAD �A�, ��. �'''� �� \� � LAP SPLICES 48" � TYP1CAL FASCIA � '� "'�
<br /> P E R F O U N D A T I O N P L A N C O L U M N-F O OT I N G A N C H U R \ �_ Z Q o,�'
<br /> RO�f GROUND SNOW 25 PSF 1U PSF 35 PSF � : � �� \ o Q �m r-w
<br /> � � � w M A S B 1 2 O R E Q U I V. � � � H E A D E R P E R P L A N. � �
<br /> ATTICS LIMITED STORAGE 20 I'SF 10 PSF 30 PSF I N T E R I Q R G R A D i �, � � Q
<br /> A T T I C S N O S T O R A G E 1 0 P S F 1 0 P S F 2 0 P 5 F � _ \ ROOFING PER PLAN � USE 2" FOAM BOARU
<br /> � �j \� T RAFT TO MATCH
<br /> c I B E,�R I 1�G �U P P 0 R T �,r�� wi 4x "E�ER �'`' T�
<br /> DECKS 5EE R502.2,1) 40 PSF 1U PSF 50 P5F Ni WIND BAFFLE W/ 1" I . AIR� PACE �1 PER'PLAN LENGTH dc N�DTH
<br /> EXTERIOR BALCONIES 40 PSF 1Q PSF 50 PSF � _ , „ � � � � �/2 G�s SIDI a�P�LEVATION o
<br /> F1RE ESCAPES 4� PSF ERE APPLICABLE SCALE: � - 1-0 \ SIMPSON H2,5 OR Nt EACN R-21 INSULATION NAIL TO\
<br /> GUARDRAILS/HANDRNLS 200 LBS AT TOP ANY DIRE:CTION � �� 12 TRUSS T� TOP PLAT�S fREE EDGE OF STUD OR �
<br /> GUARDRAILS IN-FlLL 50 LBS APPLIED TO t SQ. F7. j' \ �,o � .. � SEE \ PROV. 4 �11L. VAPOR BAR. �0 �
<br /> PASS. VEHICHLE GARAGE 5U PSF IF ELEVATED 2,000 I_Q P�L �., / BRICK VENEER W/ 1` AIR SPACE & � � m P�AN �'2x SCREENED VENT BLOC
<br /> ROOMS (NOT SLEEPING) 40 PSF 1U PSF 50 P5F % ' / TYPE 15 FELT OR WATERPROOF TR-38 INSULATION � \ 8d GALV. � 6� o.�. � C A TH E D R A� �E 1 L I f���G �
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF � � BLDG. PAPER OVEft SHTHG. (DIAPH. TO TOP PLS.) '
<br /> STAIRS 40 PSF 1U PSF 50 P5F � WHERE APPLICABLE SCA'��° = 1�-0' C]
<br /> CORROSION-RESISTANT METAL TIES,
<br /> OR 300 LB PT. LUAD ON 4 SQ. IN. USE N0. 9 WIRE W/ HOOK Ei�BEDDED �" G4Y6 OR SAG �
<br /> � � IN MORTAR JOINT OR N0. 22 GA. x �� RESISTANT 1�" GWB
<br /> ALL 8EA�1S, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR N0. TYPICAL 2x6 WALL � CORRUGAIED SHEET ME7AL. EACN TIE � GUTTER ` ' PREFAD. ENGIhJEERED ROOF
<br /> 2 OR BETiER AS NOTEU ON PLANS. GLUED LAMINATED TIMBERS SFIALL BE ' 2-2x6 TOP PLATES � TYPICAL fASCIA
<br /> TO BE SPA ED 24" MAX. O.0 HORIZ. & \ PER PLAN �
<br /> MANUFACTURED & IDENIIFIED AS REQUIRED IN AITC A1�0:1-&ICS D3737, `'� i � LAP SPLICES 48" � 1RUSSES � 24" O,C, (U.N.O.
<br /> � � VERT. & SH � SUPPORT NOT MORE � � �
<br /> PLYWOOD INDEX: CD. ROOF & SUBFLOOR SHEAhiIN,�PER TABLE � � 1HAN 2 SQ. F �, OF WALL AREA, HEADER PER PLAN. USE 2" � ROOFING PER PLAN \
<br /> R503.2.1.1(1). WAIL SHEATHING PER TABLE R602. 3) & R602.3(4). FLOOR JSTS. � � 3/ifi� MIN. WEEP��OLES z� FOAM BOARD W/ 4 HEADER -'MND BAFFLE W/ 1° MIN. AI SPACE
<br /> SHEA7HING FASTENERS PER TABLES R602.3(1) & ( S. PER PLAN ,,,�--'-� 33 MAX. O.C. ¢ � � � � �
<br /> 2v o �� 51MPSON H2, �pf2 H1 EACH o
<br /> 5TRUCTURAL MEMBER FASTENERS PER TABLE R602. (1). o0 26�GA.�G�LV. FLASHIN \ � J� G:w B• `� J `D ¢ \, 12 TRUSS TO TOP Pl�A1ES �
<br /> WOOD IN GONTACT WIT}I CONCRETE,SlEAR GROUN�, Of� WOOD EXPOSED TO �� �i ID=�' FINISHEU GRAQ�SI Q`PED �OR `'' --- -�,R-21 INSUL.� � �� SEE �� 2x SCREENED VENT`�LOCK �,
<br /> u iii iiir� � �
<br /> WEATHER TO BE PRESSURE TREATED OR N TURALLY DUR�BLE WOOD PER R�17. ii ; �I�� 6� MIN. FALL 141TNIN 1Q�Of�. w \ \R--4 INS - �_ P��'� \ `�wf�-5161PSON RBC � 4f� \
<br /> u , ` PRQY1�E SWALE QR DRAIN. �' \\ • � � ` O.C. TO�TOR_ LATES � o
<br /> CON�RE� & REBAR: / ��,` � INT. GRADE �• '� �,� 2x6 STUDS � 6 O.C. __� � ` � GWB OR-� SAG��` � �,
<br /> A 0 0 000 P�I - G AD 0 ASl A706. WALL REBAR�HALL BE ��`'���4\ONE STORY \ � RESISTANT GWB 8d GALV. � 6 0:��, 'z�' m cwi
<br /> 2' M I N. 8" 2 M I N 61� TWO STORY � � 2 x 6 B A S E P L W/ 1 6 d ��t 6°_Q.C. 2-2 x 6 T O P P L A T E S , . DIAPH. TO TOP PLS,) Q v>
<br /> P�ACED NO CLOSER TO OUTSIDE FAC,L�iHAN Y TNE WALL THICKNESS. � APA T&6 OSB OR PLY44D. CD
<br /> � SEE CONCRETE FOOTI�G � � INT. W EXT.\ LUE. NAIL W TO JST & 2�6d EA STt1D ��, LAP SPLICES 48' � \� �, o w
<br /> REBAR COVER PER ACI 318. �OOTINGS�TO QEAR ON 15Q0 PSF �11NIMUM � 1' C7 ON STORY �, �
<br /> � & STEM WALL DETAI � � ` z ` J\ �
<br /> UNDISTURBED SOIL. CONCRETE\0 9�'MINIMUM F'c�=�260� PSI � 28 DAYS � 1'-9" TW STORY \ tqd � 6 O.0�EDGES & SOLID �RIM JOIST W/�3-16d � 4x HEADER PER PLAN. � � 26 GA. CONL
<br /> (3,OU0 PSI:FO�GARAGE/CARPO�<j SLAB�, FXTERIOR PATIO SLABS ON p � BLKG. & � 1 O.C. IN FIELD I EACH JOIST Q 2° R-10 FOAM BOARD PER�PLAN ���UM. GUTTER
<br /> GRAUE„& yYEATHER E POSED BASEMENT, FQUNDATION WALLS, F'ORCHES, i� A S 0 N,R Y VE E E I \ � \ � INSULATION REQUIRE0. � TYPICAL FASCIA
<br /> ANDf's�:PS W/ 5�-7� AIR ENTRAINMI=NT). MINIMUM DESIGN EQUIV. FLUID � SOLID BLKG. FL00 JSTS PER PLAN
<br /> � � _ , � � � , � SIDING PEft ELEV. 0/ T1PE
<br /> P R�S S U R E = 3 5 P C F P E R S O I L S A�J A�Y S I S. /-- W I-I E R E A P P L I C A B L E -��SC A : 3� - i-0 � S U P P O R T S Q B l u/ P A R A L L E L P A R T. \ � ��2n �•W B• 1� FELT OR WATERPROOF
<br /> R-21 INSULATION J �SUILDING PAPER
<br /> USP� TRUCTURAL e NNECTORS OF EQUIVALENT STRENGh1l�AY BE �" T-1-11 PLYWD OR N�' DX „ -_ \ N IL KRAFT,PAPER FACE TO
<br /> � TYP, 2x6 WAI1 � G.W.B.
<br /> S UBS�TUTED FOf�SIMPSON HOLDONMS, STRAPS, AN D C ONNECTURS PLYWOOD SkiTG OR /s" O.S. . � S I D I N G P E R E L E V A T i O N 0/ � F R E E E D G€ O F S T U D O R
<br /> 3/4" APA T&G OSB �R PL11NU. NAIL 8d�6" Q.C:EDGE, 12" 2-2x6 T�P PLATES TYPE 15 FELT OR WAIERPR00F PROVIDE 4 MIL. V�POR BARRIER
<br /> _�E D N I T. W%'E X T. G L U E. N A I L W/ O G�F I E L D O R P E R1 E N G I M E E R'S � BUILDING PAPER � )
<br /> „ , � LAP SPLICES 4$" /� k `� n
<br /> �� - tOd � 6 0.}. EDGES & SOLID � S�HEARWALL SCNED�LE �� �/ ��. S C I S�S'O R TR U S S �E� I I U N
<br /> ROOFI�JG QPTIONS: / BLQCKING & �J10" O.C. IN FIELD � HEADER PER PLAN. US E 2 �
<br /> � � � fOAM BOARD W/ hx H a6ER W N R E P L I C A B L�E��-_ S C A I E• " - '- "
<br /> SOL1D BLOCKING Z
<br /> O S H A K E/S H I N G L E R O F: I N T E R V 4 V. w/ 1 8" W I D E S T R� O F T Y P E / 2 6 B A S E P A'f E�_ o € � �_� � �4 fi - 1 0
<br /> 30 FELT. NAIL w/ (2) GALV, FASTENERS PER EACt{, PIECE T0 1/2" ��_,, - \
<br /> _�MB�O A35 � 32 O.C. \` �� � �� G.W� . '.�
<br /> P�LYWOOD�HEATh11NG HC�NO�HANG IS A L E N T. P R O V I D E\/2" C C X FLOOR JOISTS PER PLAN � 2M R I J O I S T W � �_,, \ \
<br /> R-21 INSUL.
<br /> 1� CCX dYW00D SNTG. � �\
<br /> O COMPOSITION ROOF: 0/ NONPFRFD. TYPE 15 FELT. NA��w/�(4) � ,,,
<br /> „ � ' 4R /�s" OS�B. SOFFlT �`' \
<br /> GALV. FASTN'R PER EA PIECE 0/ 1�2-CDX.,PLYWU SHTG. O:R 2-2x6 TOP PLATES I � N \ �
<br /> EQUIV. w/ 1/2" CGX c� 0/HANG�I ��� • I R-30 INSUL /�VAPOR 2x6 STUDS � 16" UC. '�
<br /> � LAP SPLICES 48 PER RETARDER V{ARM SIDE �
<br /> p CONGRETE T1LE ROOF: 0/ TY,F�E 30 FELT. NAIL w/ (2) GALV. / i�� \
<br /> FASTENERS PER EA PIECE 0 1 2" CDX PLYWD SF�TC,. OR r ���PLAN �" APA T&G OSB OR PLY�YD. CD 2x6 BASE PL W/ 16d 0 lf�" O.C.
<br /> � � CANTILEVER WILL�AR �_ � \ INT, W/ EXT. GLU NAIL W/ TO JST & 2-16d EA STUD
<br /> E4UIV. w/ 1/2" CCX � 0/ H/�NGS. \ ON FRAMED WA�l OR � � \ -'
<br /> �° METAL ROOFi INSTALL PER MFG��PECS. 0/ TYPE 15 F�LT 0/ FOUNDATiON WALL �\ --�, 10d � 6 O.C. ED ES & SOLID 2x RIM JOIST W/ 3-16d
<br /> 1/2" CDX PL11ND SHEATHING OR EQUIVAL.ENT w/ 1/2" G+'X < � - � \B L K G. & � 1 0"�C. I N F I E L D E A C H J O I S T �
<br /> PLYWOOD SHEATHING (� 0/HANGS. �� � C A ` T I L E V E R J E C�T I O I V SOLID BI.KG. �FLQQ R �lSTS PER PLAN �
<br /> °U ROUF SHTG. TO BE NAILED w/ 8d � 6"`QC EDGES & 2" OC 3 � u � SUPPORTS DBL u% PARALLEL PART. / /
<br /> FIELD - UNBLK ; \, / ERE APPUC E SCALE: � - 1-0"
<br /> \`� / �' G.W.B.
<br /> x4 RAIL kND CAP 2-2x6 TOP PLATES � �` � �
<br /> CONTI UOUS IjORIZ. BAR 6� --- 2x2 PICKETS SO THAT
<br /> � IN. �Mi�. NEIGHT A 4" SPHERE MAY NOT LAP SPIJCES 48° ���
<br /> TO B�� OCA D 6" BELOW PASS hiRU SECURE W/ ��-___:- HEADER PER PLAN.
<br /> , �TOP OF WALL � VAPQR BARRIER TO EXTEND 3-16d GALV. RAIL TO USE 2" FOAM1 BOARD %�
<br /> BETWE�N�HQ SE AND LEDGER
<br /> RESIST 200 LB LOAD IN
<br /> - Z � � Z W/ 4x HEADER �" T-1 11 PLYWiD OR }�" CDX
<br /> \ `O � REBAR g � AP�Y DIRECTION. PICKET o � »
<br /> APPROVED -TQ RESIST 50 LB LOAQ � � �tYW00D SNTG OR �is O.S.B. �'
<br /> � . ¢ N�' G.W.B. NAIL 8d 6' O.C. EDGE, 12' �z
<br /> GRADE °� DECKING APP4IED TO t SQ. FT. � �a
<br /> _ =fT=i1T�"'-' � \ / OF A EA. � R-21 INSUL O.C. FlELD OR PER ENGINEER�S �� � W�
<br /> ° I I I.I--I( � NOTE RAWNG NOT S.W. S C H E D U L E. �. ��
<br /> �4 BAR W/ � (�����r��� � DE K JOISTS PER PLAN REg ON DECKS W/IN w � � \ �
<br /> a 12d MINIMUM ' I�' '� � --------- 4" Of FINISHED GRADE `" 2x �S1UDS � 16" 0.� / 2x6 BASE PL. W/ 16d �I 1'0.� _�' tie" OSB, }�" CDX PLYNlOOD UR � a ��
<br /> \_� � FIORIZONTAL 3 MIN. � � �- � j TO JS7 & 2-16d EA STU �\ � � �
<br /> � � �� � \ 0 2x LEDGER W/ MTL 2x RIFA JOIST K �
<br /> co EXTENSIOP� � T-1-11 SHEATNING. NAIL 8d
<br /> 4"0 ROQ o w HANGER BRACKETS. \ ��� a '�_ �6" ON EDGE, 12" IN FIELD OR � �
<br /> ;� sT[�. HooK p���N i = � • • � SOL1D 6LOCKING � APA T&G OSB OR LYWD. C� 2x RI�4 JOIST W 3-16d � d
<br /> i Z
<br /> :a- � 4x4 LAGS �j�.� � � EACH JOIST / ���., 2xh STUDS � 16" O.C. P�R E��GINEER'S S.W. SCHEDULE � ��
<br /> � INTO HOUSE RI OIST INT. W EXT. G�UE. NA�. 4! �
<br /> � 4"0 PERF, � � \ BEAM PER PLAN CONN. 10d � 6 O.C. EDGES 50LID 2x4 PRESS. TRTD. SILL PLATE LL1 o W
<br /> FTG. DRAI 2 4-PRESS. TR�iD. SILL PLA W/ 2x4 QASE PLATE � � li
<br /> OR PER ENGIN R'S POSI. CONNECT TO CaL. LKG & � 10" O.C, IN FIELD � ` � W/�Z 0 A.B. � �48 O.C. OR �
<br /> °� z \ � � /�� A.B. � 4� O.C. �R P£R CAN
<br /> Z IN GRAVEL DETAIL l r 2x4 SCAB TIE OR METAL �� 4" CONC. SLAB ON SAND � �---�-PER P�AN & BTrYrJ. 4}�" & 12" � � �z
<br /> � 2" � � CONNEC"fOR EA. SIDE dc BTWN. 4Yz & 12 Of SILL E�DS. OF SILL ENDS. EMBfD 7" MIN. �--- ¢ N-
<br /> \ I I\ � F i L L & T A M P A S R E Q U I R E D � �
<br /> :d- MIN, a � � 1x4 LATERAL RACING S 0� � L K G, F L O O R,J S 7 S P��P L A N E M B E Q 7" M I I t d U M. I N S T A L L 3x q � 3x3x0.229" PLATE WASHERS. � r J�
<br /> I P � ,� � UNDERSI D E 0 J S T S. CQLU�iN PER PLA�lS � S U��0�2 T S D 8 L u/ P A f�A L L E L P A R T. P L A T E W A S h I S. � ' c o, �
<br /> � �M N � U „_ �`� __ �`� ¢ T NOTE: ALL WOOD� PROV1DE KNEE BRACES � ., , - �'�i m m=� � 7� �
<br /> u i n u i-� F I N I S F I E� G R A U E S L O P E D F O R � F-�
<br /> �� �-��. E X P O S E D T O W E A T H ER TO RESIST LAT. FORCES S T E M '��A L L � F T G. ' ° k FlNI� ED GRADE SLOPED FOR ` ' -� �.0 L-' � 6 MIPL FALL W17NIN 10' OR c.�z
<br /> T O B E P R E S S. T R T D. b R, I F C O L E X C E E D S 4' M T. 1 8��� • C L E A R A N C E `D 6''�M I N. F A L L 'M T H I N 1 0' O R S E E C O N C.�F T'G. & S T E M �L'�'��- F° � ��� � � P R O V 1 p E S'P l A A L E q R D R A I N. �� a`�
<br /> �'� '' ' ' PER PLAIN CONCRETE "� Ll- i�' -�t �i � -� r cn
<br /> IF FOOTING PO RED�SEPARATELY, �� Y MIN UNDER BEAMS ii< �� �i �" s �PROVIDE SWALE OR DRAIN. WALI DETAIL ON THIS SHEET � �:�,'.� �, � ROQF DRAItJ �" TiGNTIJP�E o�
<br /> � C O N T I N. 4 H 4 R I Z, B A R H A V E N A 1 U R A L �-- �� -ID-
<br /> P R O V I D E #4 B'� 4 8" O.C:M A�:_, _, • � R E S I S T A N C E T O D E C A Y �-3Q INSULATION F O U N D A T I O N D E T A I L i�, i w � S E P A R A T E F R O t d FT G. D R A I N �
<br /> 3"-� fRqM �OT. OF FTG.
<br /> W1TFI STD. HOOK\F�XTEND TO 3" ��� � 1NSUL PLUI�BING & MECH. '��, .y ' � � 3 6" "
<br /> C L R. F ftO M BO T. O F FTG. R O T A� 1'--0" MIN. 1 STO R Y GRADE R� F DRAIP� 4" TIGHTiJNE 4"� PERF PIP� IN 4'/ASHED
<br /> � S I M P S O N C O L. Q A S I N T. G R A D E 6 MIL BLACK POLY BARRIER. , „ G R A V E L. C Q N NE C T T q
<br /> S E P A T E F R O M F T G. D R A I N 1'�0" O N E S T Q ft Y
<br /> tQRIZ. EXTEN�I4N PARALI.EL TO 1�-3"pMIN. 2 STORY oo g PER �1FGR. SPECS. \ .t3Yz�� 6" 81Z" � 1 -3 T W U S T O R Y A P P R O V E D d I S C H A R G E
<br /> A� F O R P R O P E R C O N C\V E R. 1 -1 1 M I N. 3 S T O R Y � � L A P E D G E S 1 2 M I N I M U M
<br /> �, �_ CONCR� f00T1NG �� �'_1�^ 4"� PERF PIPE IN 1NASHED ('�� �(�`� �A L L �E�T I �N
<br /> (� L A( N C O N C. F N D . D E T�I L � PER FOUN�A�I ON PLAN \� A P P R V E p�D I S C i A R G E ''� v „ �
<br /> D E C K D E T A I L ` T H R E E S T�R Y S E�T I �N
<br /> \ WFIERE APPLICABLE SCALE: � = 1 -0 /
<br /> SCALE: Y" = 1'-0" W}{�E A P P L I C A B I f S C A L E: �" = 1�-0°
<br /> \ WHERE APPLICABLE SCALE: ��" = 1'-0" o`�
<br /> �l�fi�( �r ��/�����'
<br /> ���11�V�1�`� ���t ��ct�1��
<br />
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