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Plans (3) T2ull - 00006 MST2011-000u4r'k7 mz!)T2011-00008 MS 2011-00009 MST2011-00010 MST2011-00011 MST2011-00012 mfniT2011-00 013 r . BARROWS- ROAD ESTATES PROPERTY A PORTION OF LOT 34, MILLARD AND VANCHUYVER TRACTS SHEET INDEX LOCATED IN THE SOUTHWEST 1/4 OF SECTION 33 TOWNSHIP 1 NORTH, RANGE 1 EAST A2-1 COVER PAGE WILLAMETTE MERIDIAN, CITY OF TIGARD A2-2 BUILDING 2 LOWER&MAIN FLOOR PLANS WASHINGTON COUNTY, OREGON A2-3 BUILDING 2 UPPER&ROOF PLANS A-4 TYPICAL INTERIOR UNIT FLOOR PLANS / A-5 LEFT END UNIT FLOOR PLANS (LOT 9) % DEVELOPER A-6 RIGHT END UNIT FLOOR PLANS (LOT16) / I BARROWS ROAD ESTATES, LLC A-7 TYPICAL BUILDING SECTIONS j 7235 SW NEWTON PLACE A2-8 BUILDING 2 ELEVATION A-9 ELECTRICAL PLANS / : � ,tvyr. .._ 8. s_ :. _ , PORTLAND, OREGON 97225 gg,yy _ y 4 � pp' gp g CONTACT: FOSTER FINCH NOTE SCHEDULES / /I S2-1 STRUCTURALS&S ga g u •4 p stool c - PHONE: 503 292-1671If C CELL: (503) 799-8252 S2-2 BUILDING 2 FOUNDATION PLAN 1 4-19' 11000, S-3 TYPICAL INTERIOR UNIT FRAMING PLANS (LOTS 10-15) �; '£ FAX: (503)292-5718 4; �� I S-4 LEFT END UNIT FRAMING PLANS LOT 9 / / , pec'r4� � €�ti � .rra4� p , Concrete lr EMAIL: fosterfinch@gmail.com ( ) ��� , I S-5 RIGHT END UNIT FRAMING PLANS (LOT 16) / /^� I �� t �tg steel Tendons GENERAL CONTRACTOR S-6 STRUCTURAL DEVILS / \ ;� I �fyt S-7 STRUCTURAL DETAILS / . , cr, I MARATONA HOMES LLC �sw' " I . 18318 SE ABERNATHY LANE MILWAUKIE, OREGON 97267 / _ t.���f� a� CONTACT: TONY MARNELLA I rcad Gypsum psumConcreto PHONE: (503) 709-3900 13 In-ttlat$rtk Ccncrote gill � I • �° , • E7 Spray Applied Fire-Resistive� - l EMAIL: tony@maratonahomes.com / � � tortah C3 Pilings, Dril€ ci Piers and C is otls STRUCTURAL ENGINEER �• I 'Shotcr t BUTLER CONSULTING, INC. ,/ �� oo Special Grading, tion end Flifing , `� I 16110 SE GOOSEHOLLOW DRIVEDAMASCUS, OREGON 97089 / �°O � � ��,�•e� I � � Q ,�, �-Cantrl Syst�t � / � `��00 °tip I CONTACT: MARK BUTLER Q081ther Inspections � PHONE: (503)658-0200 = - -�� FAX: (503)658-0204 VE l 8(FCr T �t ri EMAIL: mark bcien ineen .comb- t-_T(atOO � � w / O ■ / M z GENERAL NOTES OCCUPANCY: R-3 °' ^ , / , TRACTS' THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE CURRENT STATE CONSTRUCTION TYPE: V-B AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL ASSUME FULL STRUCTURAL CODE: OREGON STRUCTURAL SPECIALTY CODE 2010 EDITION t RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO SUCH RESIDENTIAL CODE: OREGON ONE&TWO FAMILY DWELLING CODE, 2005 EDITION LAWS ORDINANCES OR REGULATIONS. THE CONTRACTOR SHALL ALSO ROWHOUSE CONSTRUCTION: 2008 ORSC MODIFIED 2-HOUR WALL CONSTRUCTION PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. EACH UNIT STRUCTURALLY INDEDENDENT. / oho °; s° /�, � ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER / '��� `�� '�' ;' I' iA j n o °ti � - l,l 1 WRITTEN DIMENSIONS ��. �/ ��� 1� Z SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS ENERGY REQUIREMENTS / IU 6 "A L DIMENSIONS INCLUDING ROUGH OPENINGS AND '8 . ; s ( i OFT RESPONSIBLE FOR AL ( ) / o � , � � � t CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS WINDOWS CLASS 40 AND EXTERIOR DOORS CLASS 20 Approved.. Conditionally Approved FROM THESE DRAWINGS. _ " EXTERIOR WALL INSULATION R-21 / / ' °' ,� N , fi t��` See.Utter to:Follow....,,:,,......... Attached........"......r � THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER INSULATION F'-25 89.84 — rrt�itTutrti�cr: y UNDERFLOORI SU - -- - FUNCTION OF PLUMBING, FIRE SPRINKLERS, HVAC AND ELECTRICAL SYSTEMS. 31 �) '�___ _ _ Ad ,. A FLAT CEILINGS R-38 87�81� � ���..�.. 27i.s4' N85°2544-W 36.29' 20.26' - By: w. dte: WI THE CONTRACTOR IS RESPONSIBLE FOR ALL WEATHERPROOFING DETAILS, TRIM V 1 38 AND FINISH DETAILS AND COLOR SELLECTION. VAULTED CEILINGS R- TE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS AND SLAB INSULATION R-21 METHODS. ANY DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL FORCED AIR DUCT INSULATION R-8 BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH tpfr ABLE TIME NOT ALLOWED THIS TO CORRECT THE DEFECT SHALL 1 SITE PLAN WORK. REASON PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE AZ-1 1 11 = 40'-0" 'ra LIABILITY' IA31 i ITY CONTRACTOR. rhe City of -Tigard and its 0 Rt<- --I 01 employees POs shall not be THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ( <<'E5G j responsible for discrepancies ���c�t��� ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. C'" whish mai appear herein. W This,ernlit does not authorize the violation of any j�(,.�t�-�-��� C� � ri�(tts cit'I�oEd� The of private easements. an- FL � 'Q+ INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR PLATE plicant is urged to contact any such parties and � E-+ � LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND (, -Z -7 q,s�� 0AV-"iAP4-,,_ secure trier approval before commencing work. U1 WINDOW ROUGH OPENING CAVITIES. INSTALL WATERPROOF GYPSUM BOARD AT r4 1._—�Y�l Final inspection approval is w r4 - ALL WATER SPLASH AREAS TO MINIMUM 70"ABOVE SHOWER DRAINS. required prior to occupancy. A INSULATE WASTE LINES FOR SOUND CONTROL. _ 2`7( 0 � ����� � Approved plans 0 shall be on job site. C\2 EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, U1 ttuIp u PROVIDE 90 CFM. (MIN.) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS posted Z CONTAINING TUB AND/OR SHOWER AND IN LAUNDRY ROOMS. and visible from street., ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. OFFICE COPY � �D ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. BUILDING THIS PLAN ON SITE CONDITIONS DIFFERENT FROM THOSE SHOWN ON 335--1010-01 THE PLANS MAY REQUIRE MODIFIED FOUNDATION AND FRAMING DETAILS.THE • CONTRACTOR MUST REVIEW SPECIFIC SITE CONDITIONS BEFORE CONSTRUCTION. A2 - 1 PERMIT SET n REV DESCRIPTION BY DATE 1/04/11 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" lo 3'-0" 12'-0" 3'-0' 1, 3'-0" IL, 12'-0" 3'-0" 1, 3'-0" 12'-0" 3'-0" 3'-0' 12'-0" 3'-0" 3'-0" 12'-0" 3'-0' 3'-0" 12'-0" 3'-0" 3'-0' 12'-0" 3'-0" 3'-0" 12'-0" 3'-0° I I I I I I I I I I I i 1 1 1 I 1 I 1 I 1 I F- F- Fl I I Q 1 I I 1 I I I I I I L) 1 1 I I 1 I 0 0 TANDE I TANDEM GARAGE GARAGE q M 0 Tj TANDEM I ANDEM 1 ANDEM 1 ANDEM 1 ANDEM TANDE I 4 ti GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE M clil 1 SLOPE 4:12 SLOPE 4:12 `-Q — - - — — — - - — - ' � PITCH PITCH � L — —_—_------_---- _ ______________ — -------------- — -------------- —__—____--__—_ ��N SLOPE 4:12 ov L SLOPE 4:12 NNL SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 12'-6" 5'-0" 12'-6" 5'-0" ' PITCHc PITCH PITCH PITCH PITCH PITCH 51-60 12'-0" 51-6" 12'-6" 0 5'-6' 12'-6" 7. 5'-0' 12'-0' 51-6' 12'-6' 12'-6" 5'-0" Ir If Ir. Ir LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 2BUILDING 2 — LOWER FLOOR PLAN A2-2 1/811 _ 11.011 R 18'-0° 18'-0" 18'-0" 18'-0" 18'-0" e 18'-0" 18'-0" 3'-0' 6'-0' 6'-0' 3'-0' 3'-0' 6'-0' 6'-0" 3'-0' 3'-0' 6'-0' 1 6'-0° e 3'-0' e 3'-0' 6'-0° 0 6'-0" 3'-0" 3'-0" 6'-0" 6'-0" 3'-0" 3'-0" 6'-0" 6'-0" 3'-0" 3'-0" 6'-0" 6'-0" 3'-0" 3'-0' 6'-0" 6'-0" 3'-0' V-0' DECK -� DECK DECK DECK DECK DECK DECK DECK LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE 9 LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE ��� ��, o n Z 1 ° Fil IIF - o c � LIVING LIVING _ w Q co0 LIVING LIVING LIVING LIVING LIVING LIVINGVN w rn � VN V .1 � DINING DINING DININGDINING DINING DINING DINING DINING N NOTE: SEE UNIT TYPE FLOOR PLANS SHEETS A-4,A-5&A-6 FOR TYPICAL DIMENSIONS&CALLOUTS NOT SHOWN. UP UP Tjpl-- CALLOUTS SPECIFICALLY CALLED OUT ON THIS SHEET ' TAKE PRECEDENCE OVER THE TYPICAL UNIT FLOOR PLANS. KITCHEN R PWDR KITCHEN PWDR a 1 -T w i I I I I I I I I PWDR n KITCHEN PWDR n KITCHEN PWDR Ti KITCHEN PWDR n KITCHEN PWDR Ti KITCHENII KITCHEN R PWDR � J �__� r__J �W C�j II II Vi II 0 I I LV [V II II II II II II r r r r r -T QY rQ 1 1FQ 1 I 1 1 I 1 1 1 1 I o N N N1 !9 t N N N O 1 - ol 4'-0" 14'-0' 4'-0" 14'-0" 4'-0" 14'-0" 4'-011 14'-0" 4'-0" 14'-0" 14'-0" 4'-0" 14'-0" 4'-0" 14'-0" 4'-0° A q lo 144'-0" 0 I LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 � 0 2 UILDING 2 MAIN FLOOR PLAN -2 1/811 _ 1 1.011 335-1010-01 A2 c=====-= 2 A PLAN CHECK,VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 4'-0' 14'-0' 4'-0" 14'-0' 4'-0' 14'-0' 4'-0" 14'-0" 4'-0" 14'-0" 14'-0" 4'-0' 14'-0" 4'-0" 14'-0" 41-0" 4 0 I 4 4 4 BR. 2 BR.O2 BR. 2 BR. BR. BR. 2 1 1 1 1BR. 2 BR. 2 L_J II JI L_J L_J L_J L_J L Q F Fol 1 x 4 FEE I LL io r 01 10 `? U7 F�,'I F�i� F�i'I max\, I x l � I x l I x l � I x l 101 I x l UN 0 0 0 0 0 Q -- -- o a o PF' 0 1 1 1 I MASTER MASTER 1 1 1 1 1 I 1 1 i 1 1 11 1 I 1 1 i MASTER i MASTER i MASTER i MASTER MASTER MASTER , , , , 1 1 1 1 1 1 L-- �--- L-- L.-- L-- --J J 1 CV CV N N N N 4'-0" 14'-0' 4'-0' 14'-0" 4'-0' 14'-0' 4'-0" 14'-0" 4'-0" 14'-0" 14'-0" 4'-0" 14'-0" 4'-0' 14'-0" 4'-0" 18'-0' 18'-0' 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" Ir Ir Ir Ir 144'-0" LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 1UILDING 2 UPPER FLOOR PLAN Al-3 1/811 = 11-011 SCUPPER TO DS FA DOWNSPOUT °E � . r 0 —1° S NOTE. L1U ® ® I SEE UNIT TYPE FLOOR PLANS SHEETS A-4,A-5 &A-6 w DS ,_ I I- DS — — — D DS — -- S DS — Ds — DS — — — I I I FOR TYPICAL DIMENSIONS &CALLOUTS NOT SHOWN. -I � –! � 1 � � -1 -- DS J_ II ® II � III( � CHINA HAT" IhI "CHINA HAT" I ! CALLOUTS SPECIFICALLY CALLED OUT ON THIS SHEET ® � ® ROOFVENT ROOF VENT TAKE PRECEDENCE OVER THE TYPICAL UNIT FLOOR PL NS. F Jill Jill Jill111I A I I I SLOPE 10:12 SLOPE 10.12 IIII SLOPE 10:12 SLOPE 10.12 I I "CHINA IIII "CHINA HAT" III! "CHINA HAT' I!!( �_ROOFVENT "CHINA HAT' Jill "CHINA HAT' Jill "CHINA HAT' I I PITCH PITCH PITCH PITCH F VENT J `� U) I I ROOF VE T ROOF VENT ROOF VENT II ROOF VENT OO ( N ( N z IIIII IIII T = M = F ,..., 10:1 SLOPE 1012 S OPE 10:12 SLOPE 1012 S OPE 10:12 SLOPE 10:12 SLOPE 10:12 SLOPE 1012 ® W v (( W S OP�I E 10:12 SLOPE 1012 III S-LOPE E 10:12 SLOPE 1012 III SLOPE- 2 --J2 III -L--_ —® -�--- IIII 18 I 5- I I a I I PITCH PITCH 1 PITCH PITCH 1PITCH PITCH 1 PITCH PITCH ( PITCH PITCH PITCH PITCH o C14 I I1III ® � IIII ® IIIII I IIIIII � IIII � 1�1 Nco 11phll �IIII � IIIoN JillIIIILT Lu: JillnJill ® w 0WwW(III T � ' � uj a IIII Oa - 0. o. Q (n a on. oa oa oooa oa Oco II! � �IIII II! Jill - a�0r' cn co 6i x N N_ N_ N N III N 1111 WV ! ch2 Jill V> _ U Jill �;U MU I I ! WV U (III �� U a- I I ® a Oa ® Oa Oa ® Oa ® Oa ® 0Oa On- o ® IIII IIII I I III III I III J 1111 ! Jill IIIII II 1111 1 v� O I IIII IIII 11 I IIII I w � I ® ® Jill44® I ® II ® ® II I E-4 I I IIII ® I I III IIII �� X I IIII IIII I I I IIII r- r- � w 13 w aIIII 13 13 Jill IIII I IIII -� DS S_ — �I A L_ 01 ° °L_ �0, 0 I DS —1 l— A SCUPPER TO DOWNSPOUT z 0 '--� LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16UILDING 2 ROOF PLAN p� Q 2 335-1010-01 AZ 3 1/811 a 1 1-011 A2o3 A PLAN CHECK,VALUE EGRING MEB 2/17111 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 i SHAKERTOWN SIDING A PANEL SIDING w/ BATTEN BOARDS A SCUPPER TO DOWNSPOUT 12 10� PANEL SIDING wl BATTEN BOARDS I IF 11 TI 11 11 TI 11 11 11111* 11 IT 11 111 1 IT 11 11 IT 11 11 IT 11 11 IT 1 11 IIITII III SEAMLESS GUTTERS BY 11 111111 111111 11 IT 11 1 1 IIITII IIITI 111 11 11 IT 11 11 IT 11 111111 1111 1 J1.411 1111 11 111 OTHERS SEE ROOF PLAN T 11 11 11 11 IT 11 11 11 IT 11 1 IT 11 II1Fn1ljI 11 TII 111111 111111 111111 llllj� 1 11 illi" 11 IT 11 11 FOR DOWNSPOUT LOCATIONS ... HORIZONTAL111 11 1 11 — 11 1111 11111 1 11 ITff I H IN LAP SIDING wl ,.: :....:..: WINDOW HD :: :: :: .. .. .. .. 8 REVEAL ... ......::: 4"WHITE WOOD CORNER BOARDS TYP a A III o a� 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 ....... ............ ....... ........I.... FIN FLOOR 11 IT 11 11 11 IT HORIZONTAL ... ......... _ _ _ TOP PLATE 11 11 IT I IT 11 11 111 IIITIIA LAP SIDING w/ :: :: WINDOW HDR :. .: I IT 11 1 11 1111 8"REVEAL .. ..... a. A 11 IT IIITII I ]Lj ....... IT ::: ......... = _ T .. .. ... .. .. HORIZONTAL ... ......::: A LAP SIDING w/ ... ........ 1111 11 IT 11 11 IT 11 12"REVEAL ..............: 111111 IlITII 1111 ❑D ® ® ® ® 1311 ® ® ® ® 11D ® ® ® ® ❑❑ ® ® ® ® BLACK VINYL — -- FIN FLOOR TOP PLATE ®® ®Udi ® CYCLONE FENCE®® 00 ❑❑ ❑❑ ... ........... � ..... .......®® ®® ootSTONE VENEERL® a lip ix� 00 10 co O s FIN FLOOR 9 LA V d: i • �.. •• r d SITE RETAINING WALL '• .. . a ~, •. a. . .. LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 '` :'° ,. ••a%.: FOUNDATION RETAINING r WALL AS REQ'D 2UILDING 2 FRONT ELEVATIONUILDING 2m RIGHT SIDE ELEVATION ' -V 1/811 = 1 1.011 -8 1/811 11.011 PANEL SIDING wl A SCUPPER TO BATTEN BOARDS SHAKERTOWN DOWNSPOUT 12 SIDING �10 0 11 IT 11 11 IT 11 11 IT 11 Ill 11 IT 11 11 T SEAMLESS GUTTERS BY — TOP PLATE w I Alp,I Tl 11 Hill 111111 111 OTHERS SEE ROOF PLAN 11111 IIITII 111 11 111111 IITI1 ITII III I III IT 1A HDR IT 11 11 IT 11 11 IT 11 11 IT 1 11 IT0 FOR DOWNSPOUT LOCATIONSHORIZONTAL ... LAP SIDING w/ A 5 "WH ° rn F-i ITEWOOD 'REVEAL � CORNER BOARDS TYP I I U L-i .. .....iy]:L�M ::: li yh 141 A ....... .. ::::::::: IT 11 11 IT 11 11 IT 11 11 IT .. .. .. .. ._ .. .. .. ::.........:: HORIZONTAL ......... ... r-1-1 H WINDOW HDR ............ ®®® LAP SIDING w/ f� HORIZONTAL ....................... 8"REVEAL LAP SIDING w/ °- .....:........... 8 REVEAL HORIZONTAL LAP SIDING w/ 1-4 FIN FLOOR 12 REVEAL q TOP PLATE .............I-...... DOOR HD ....................... I ❑ 13 ❑D 1111 ....................... U DD 1111 � � 0 A as ®® ....................... 0 HORIZONTAL ❑❑ 0 a® .......................LAP SIDING w/ ®® DD 120 REVEAL ®a ®a a w T r E z E0 w LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 O W C\2 z NOTE: A O 3 _ THE CONTRACTOR SHALL ASSUME FULL `� UILDING 2 LEFT SIDE ELEVATION 0' Q A2- !1 a 1.011 INSTALLATION OF THE EXTERIOR FINISH ND A2-8 11 - 11- 11 8 1/8 11/8 0 MATERIALS AND WATERPROOFING DETAILS. 335-1010-01 A2 - 8 A PLAN CHECK, VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 T-G' 6'-0" 6'-0" 3'-0" ELECTRICAL LEGEND DECK ❑ RECESSED INCANDESCENT LIGHT 2x6 DECKING 70 WALL MOUNTED INCANDESCENT I 6'-0'PATIO DR.(TEMP)wl I 0 PENDANT LIGHT 1'-0"TALL TRANSOM OVER - SURFACE MOUNTED INCANDESCENT �A-0— + PENDANT LIGHT w/OPTIONAL CEILING FAN iii 0 EXHAUST FAN VENTED TO EXTERIOR 01( LINE OF FLOOR ABOVE 0 EXHAUST FAN/LIGHT COMBO SD 110 VOLT SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR I . DUPLEX OUTLET I , 0: CEILING-MOUNTED DUPLEX OUTLET I GE 220 V OUTLET ® FLUSH FLOOR MOUNTED OUTLET UNIT 15 DECK PLAN D TELEVISION OUTLET 4 TELEPHONE OUTLET - NOTE: 3'-6" DEEP REAR DECK ON LOT 15 NOTE: DECK SUPPORTED BY KNEE 3'-0" 10, 6'-0' 61-0" 3'-0" BRACES ON UNIT 15 F_ 18'-0" 4x6 P.T.POST 46 PT POST � 10 ( I DECK 01 4'-0" 13'-10" (84 t 1 . I 2x6 DEC 18KING 7'-0" 7'-0' -0 t ( LINE OF FLOOR ABOVE 9'-6" 8'-0' 6-0"x '-0"XO FIREPLACE I I VENT 4 FF III 1 6'4"PATIO DR.(TEMP) _ I y 1 f I I , 1 8 ELEC PANEL BOX i ii'x 1 91-0� 91-0" ------ T i it I R&s BR. 2 U.L.LISTED DIRECT VENT GAS 1 i °' 13'-0"x 12'-1" I I 1 i i II I1 T FIREPLACE WITH COMB.AIR VENT 8 20" I I tl FLUSH HEARTH INSTALLED PER I I MFR'S SPECS/CODE (9 CLG) i i I L______ ► i it "CHINA HAT" ;ROOF VENT t tl LIVING , N , , II 1 I I 17'-2"x 12'-1" W/D I I I I I I I I) I II I I I 3'-7" 2'-1" i i L-_m_j 21-01 SD ; I I ti 1 . I I I I 21.8 FURNACE ROOM I I I (HEATED) 90%MIN. i i i ---- 21-611 ❑ i i I I t1 EFF.FURNACE I ® MCH RASE 1 , --�,&S - MECH N I 36"TALL 6-0"TUB 1 I I CHASE W/ HW i I t I t1 UJ I I I I HALF WALL 11.91, I I I I 0 I II o, TANDEM I I 1 I I I T NAT.GAS TANKLESS WATER I I _ I I 11 - I I '� I I "' Z Z I 1 I W V M Z tl HEATER(PILOT LIGHT 18 I 1t � I U 1 I I M I I _`4 1 1 W WI t aF— LU I I I I 2-0 J J 2-0 I i o °- o a , GARAGEI DINING I I 01' I " I SLOPE n t1 --___--- 1 q SLOPE 12'-11X"x 35'-10" 1 M 1 (9'CLG') I I I I 10:12 PITCH 10:12 PITCH --9,Y2.1 " 8'-10'CLG. I I , . I 1 1 ,I M = M = , --�,�Ir--- -9� ( ) I I ,r, 10-0 I F�-- �� I I t `'� j j `` i j 31.91 " , ( �O d a F_ tl ________ 4"SLAB-ON-GRADE FLOOR I o I I 1 _STORAGE_ I 1 \ T-4 X I I I _BENEATH- "N i i --- 1y STAIRS I I I I II I 0 i '-0 ; i I I ti I I I I Q T 1 II ; I I I W I I 2,� SHWR I I I a W = 1 1 0 II I W 7 I I cn Z rn I I N I I I 5 " " " I I � V a US/ TYPE X GYP.BD.ON I I I I S I M ALL CLGS.WALLS,& I I I I I , I EXPOSED STRUCT.MBRS. I I 1 P16R Ico1 _ 11 " ► II I i A I 1 .+ I N 2 3-6,2 101-00 (T-1"CLG) I I I I I t l I I I I I I I I I x p�W MASTER 1 _10ELECTRIC WALL HEATER cc 13I&A 1x 13 1 Cn `N / I I 1 I I 9 \ cC/) 1 0 I I PWDR } co 1 1 II e� KITCHEN n 0j I 1 `mop I Il �yy HOSE1 1 0 w I I�`t (9'CLG') 13z I 1 1 1 i 1 124 1 i II\ I RAS O I 1 I I t I t1 S.C. \ BIBB I0 1- -- I I , i , it 0 i O \ ; L------ a I I t1 ,� W V \ I I I I U o a- _>N ;8'-0"x 7'-0"O.H.DR. ; ❑ ' CO2'-ON x 3-0"FXD , �� F-1 H Lit CD 1 . 11 1 N 1 " 2_ . 2'-2�" 81-0' 2'-3�' 21 6'-0"x 5'-0"Xo �L— W SLOPE SLOPEWRAPPED 4'-0" 7'-0" 71-0" 4:12 PITCH :12 PITCH P.T.6x6 POST 18'-0" 7'-0" 7'-0" E-� 4-0" 14'-0" Y H w a 18'-0" ,>_4 A E--I 0 O GROUND FLOOR TYPICAL UNIT. 2ND FLOOR TYPICAL UNIT. THIRD FLOOR TYPICAL UNIT. ROOF PLAN TYPICAL UNIT f4 C\2W O PLAN NOTES. �D 1. Provide attic ventilation with minimum 1 sq ft for each 150 sq ft of enclosed space with eave vents and "china hat" LEVEL FLOOR AREA GLAZING vents along the ridge as shown on plan. See 10IS-7 for limits on eave vents above shear walls. _ 3RD 660.5 SQ FT 74.3 SQ FT 2. Provide 22"x 34"attic access with insulated lid. 2ND 634.5 SQ FT 76.0 SQ FT335-1010-01 FIRST 76.6 SQ FT 0.0 SQ FT 3. Apply a"Type "X"gypsum wallboard to ceiling of garage and wails separating living space from garage. TOTAL 1,371.2 SQ FT FINISHED AREA 150.3 SQ FT 11.0% APPIY double layoer%"Type"X"gypsum wallboard to occupied side of party walls. GARAGE 520.6 SQ FT UNFINISHED AREA Apply/Ifgypsum wallboard elsewhere. 4. Provide smoke alarms In all sleeping rooms and outside of each sleeping area. Smoke detectors shall be Interconnected and A - 4 hard-wired to the building power source with battery backup. 5. Unit plans on Lots 14& 15 on Building 2 to be mirrored. 6. Lighting shown for reference. See Sheet A-9 for electrical plan. A PLAN CHECK,VALUE EGRING MEB 2117111 PERMIT SET REV DESCRIPTION BY DATE 1/04/1 1 ELECTRICAL LEGEND ❑ RECESSED INCANDESCENT LIGHT r WALL MOUNTED INCANDESCENT 3 PENDANT LIGHT -¢- SURFACE MOUNTED INCANDESCENT PENDENT LIGHT w/OPTIONAL CEILING FAN 0 EXHAUST FAN VENTED TO EXTERIOR 0 EXHAUST FAN/LIGHT COMBO SD 110 VOLT SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR 0: DUPLEX OUTLET 0 CEILING-MOUNTED DUPLEX OUTLET GE 220 V OUTLET ® FLUSH FLOOR MOUNTED OUTLET D TELEVISION OUTLET TELEPHONE OUTLET 3'-0" 6'-0" 6'-0" T-0" F_ — — —1 181-0" I ® 46 P.T.POST 46 P.T.POST ® ( 14'-0" • 2x6 DECK DECKING (84 SQ.FT.) 71-0" T-0" _ I 18'-0" I I I LINE OF FLOOR ABOVE A I 8'-6" - - - - - - FIREPLACE r –� 6'-0"x '-0"XO — — I I VENT I I N II I 6'-0"PATIO DR.(TEMP) %L I x -.11 1 F f ELEC PANEL BOX 4 �� 9r 0' 9'-0" 1 T I 11 1_ I R&S = BR. 2 o 13'-0"x 12'-1" — I� U.L.LISTED DIRECT VENT GAS r — ( I FIREPLACE WITH COMB.AIR VENT& o 1 I I O I r I II F 20"FLUSH HEARTH INSTALLED PER r MFR'S SPECS/CODE I I I I I i I II I9'CLG' I r I I I ( ) I I I I ------ ► ( "CHINA HAT" II I I o LIVING I I I I I ROOF VENT I x I "_ o" " 17'-2"x 12'-1" Cc = I- -i 51-7" co � I i W/D o ox I II I .. I I � I N I I I I I . ( 3-0, " I PLUMBING I I ( I II L STACK 2'� I L :9 0 FURNACE ROOM I L J I 4 II (HEATED) 2'-6" I L_ – ❑ 0 I 90%MIN. -___-__ MECH \ I I X EFF.FURNACE _ ® ECH HASE TANDEM R&S CHASE N 36"TALL 5'-0"TUB I l a, HALF WALL W/SHW I ❑Q ( I N I (�pI N II GARAGE _ DINING _ Z _ I M I NAT.GAS TANKLESS WATER " -10„ o w (9'CLG') I Q > 1'' " z I SLOPE SLOPE p a l HEATER PILOT LIGHT 18 12'-11y x 35 I w w ( F (8'-10"CLG.) x --moo "' co o - 2'-0 z z 2'-0 I 10:12 PITCH 10:12 PITCH c I A.F ) = O I 4"SLAB-ON-GRADE FLOOR o a oc SD `" q I V I I 10'-6" I C ( W = II STORAGE z 2'-6" F___ ( I 1 . ' I o a BENEATH w >- e t �`X 0100, 1 t I I II STAIRS J 2,�, \ I i I ( I (UNHEATED) u a a I I 0 I II I I M V I I I XSHWR 2 1'-6" w N 2,� I I II 1 I I ; W � w I I II I z ' US%"TYPE"X"GYP.BD.ON2'-6 Ii ALL CLGS.WALLS & I = S = I m I I EXPOSED STRUCT.MBRS. N r------ MASTER N ELECTRIC WALL HEATER P 16 R i i ► I W T-1"CLG I 1 1 '-0"x 13'-11 ( I II ( ) I I 3 I � I W Z 0 1 4'-2" f 33'-1 10'-0" I I II 0 • _ I I 4 Q: w � cf3� 0 0 �� I I A ` 2'-4 I I 1 1? —' / O I cA o I�' a +PWDRKITCHEN }(9'CLG') ❑z HOS I I i iR&SBIBB 11 10 \ ' I --T-- I ------- 0 I - I I I I 1 U FL I I I I I LU a /4 8'-0"x 7'-0"O.H.DR.\ i ❑ i — i-T -7 N cn0" - A �.;: '�, 2'-0"x 3, "1=XD I _ L----- ----- E _ = GASLit r ( I J �y fV CV 2'-s" -s" r-21/" 8,-0" 2� /� 2'-4" 1 "X 1 6'-0"x 5'-0"XO I ( ��— — — -- — — J X:12 PE SLNt�� 41-0" Y-0" 8'-0" 3'-0" I I I I � U TC :12 7'-0" 7'-0"-- -2 ----------------------- I I / 4'-0" Ir 14'-0" L-- -- -- 1-- - - -- - - - - -- - - - - - - -1 — w 18'-0" U1 a WRAPPED 6x6 W P.T.POST V1 0 GROUND FLOOR LEFT END UNIT 2ND FLOOR LEFT END UNIT. THIRD FLOOR LEFT END UNIT ROOF PLAN LEFT END U� w � - A 0 0 Z � Q Z PLAN NOTES: 0 w LEVEL FLOOR AREAS: GLAZING 1. Provide attic ventilation with minimum 1 sq ft for each 150 sq ft of enclosed space with eave vents and "china hat" P4 E-4 3RD 663.4 SQ FT 82.3 SQ FT vents alon the rid a as shown on Ian. See 10/S-7 for limits on eave vents above shear walls. w g g P � � 2ND 644.5 SQ FT 86.0 SQ FT 2. Provide 22"x 34"attic access with insulated lid. FIRST 76.1 SQ FT 32.5 SQ FT 3. Apply%"Type "X"gypsum wallboard to ceiling of garage and walls separating living space from garage. TOTAL 1,384.0 SQ FT FINISHED AREA 200.8 SQ FT 14.5% Apply double layoer%"Type 'X"gypsum wallboard to occupied side of party walls. GARAGE 524.0 SQ FT UNFINISHED AREA Apply 1/2"gypsum wallboard elsewhere. 335-1010-01 4. Provide smoke alarms in all sleeping rooms and outside of each sleeping area. Smoke detectors shall be interconnected and hard-wired to the building power source with battery backup. 5. Lighting shown for reference. See Sheet A-9 for electrical plan. A 5 A PLAN CHECK,VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 ELECTRICAL LEGEND ❑ RECESSED INCANDESCENT LIGHT -X WALL MOUNTED INCANDESCENT X PENDANT LIGHT �- SURFACE MOUNTED INCANDESCENT PENDANT LIGHT w/OPTIONAL CEILING FAN 0 EXHAUST FAN VENTED TO EXTERIOR 0 EXHAUST FANLIGHT COMBO SD 110 VOLT SMOKE DETECTOR © CARBON MONOXIDE DETECTOR 0: DUPLEX OUTLET CEILING-MOUNTED DUPLEX OUTLET 220 V OUTLET ® FLUSH FLOOR MOUNTED OUTLET D TELEVISION OUTLET TELEPHONE OUTLET 3'-0" 6'-0" 6'-0" 3'-0" lo - • LINE OF FLOOR 14'-0" 4'-0" . 1s'-0" ABOVE F_ 4 DECK 2x6 DECKING 8'-0" (42 SQ.FT_) I 6'-0"x '-0"XO I I (- � FIREPLACE I I VENT I 6'-0"PATIO DR. TEMP MECH. I 1 3-0 I VAULTEDHAS ___-__ I -t ELEC PANEL BOX Fg'-0" 40" 4 L�\ BR. ^ _ T I iI 1-0 _ R&S o I I ❑ i U.L.LISTED DIRECT VENT GAS 13'-0"x 12'-1" FIREPLACE WITH COMB.AIR VENT& •_4• i I ao " I i 20 FLUSH HEARTH INSTALLED PER I II I MFR'S SPECS/CODE + I (9'CLG') I I I I I 01 -------� I ( ( iI "CHINA HAT" I x • N LIVING X I 1 9 ; I ROOF VENT 1 1 I I 17'-2"x 12'-1" � " q 01-- , I I 51.7n I N4- I I O I o = I WAD I I II I V, l i 2'-1" 3'-6' MECH -6 L—m--J 11 I PLUMBING CHASE STACK I I I I I rel I I I 11 1 n I � I -s I FURNACE ROOM I I J iI (HEATED) 90%MIN.EFF. I 2,-0. \ MECH ❑ 4 0 ;I FURNACE ti ------- _ I . W TANDEM ® • N CHASE R&S o 5'-0"TUB " iI 36 TALL 4 w I ( I W/ HWR S N I N I • HALF WALL _9 I GARr%GE0 I = I cYi = DINING . � I I W 3-0 1 � _ � Z t- 1 M 1 n I ❑ Q_ L 0 (9 C G o ,,,� II - 1 ) � 12-1 � x 35-10 _ I 2 O , z z O a 1 " I > \ I SLOPE SLOPE 8-10 CLG. I " w w I J ( ) x � • 1 I co o z z I -0 2 10:12 PITCH 10:12 PITCH FLOOR = ' N 4 SLAB-ON-GRADE00 D � I S N e I 4 4 O O - NAT.GAS TANKLESS WATER I ti STORAGE HEATER(PILOT LIGHT 18" BENEATH -- - I A.F.F. i W Z ice`. �'�i o a STAIRS I =N • > >- , X, -4 J I (UNHEATED) I W m I �7 I ❑o I cn � ,Z� w I) = I I 1'-0" 2 i W 51-011 Q Q iI '^ I V '-4' I w I I Q SHOWER N � I I— Cn z I) N wW US%"TYPE"X'GYP.BD.ON a = i s 1.6" `N4 I Cf) 1z o - I I N I ALL CLGS.WALLS,& 0 N °Q EXPOSED STRUCT.MBRS. i - a, ---- ,I I rh --� I V ELECTRIC WALL I \ UP 16 HEATER I 1- " MASTER I II = i (7 1 CLG) 13'-0"x 13'-11" ' II I —— —— z 10'-0" '-10" 4'-2' I , o D W , I N • - � I x I O I I \ N / I �_ cfl p I I I N I I I -1 Cn I , ❑ , I = n----- + ' KITCHEN ; 1 Ma I I v} , II 1 n I 9'CLG' ti I I m m OSE / \ i z❑ ( ) ; w ;I BIBBC1 R&S I I / _ I -----r I J 8'-0"x 7'-0"O.H.DR. N a I I rE=�- 4 • ' 2-0 x3-0 FXD I I I I I . I n , .�,,1 n (V N '-32' 81-0" 2'-22" 1 . 2_ " "1 6, .X 5, "Xo �-- — — I \ SLOPE SLOPE 1 . . / \ 4-01 6-0 4-0 4-0 4:12 PITC \ 0 � 4.12 PITCH;:7` 7'-0" 7'-0' 14-0 4-0 - -- -- Yi WRAPPED 6x6 18'-0" P.T.POST W z Y) I GROUND FLOOR UNIT 16 2ND FLOOR UNIT 16 THIRD FLOOR UNIT 16 ROOF PLAN RIGHT UNIT 16w 0-1 0 Q � 0 0 O U) PLAN NOTES: 0 0 � LEVEL FLOOR AREAS: GLAZING 1. Provide attic ventilation with minimum 1 sq ft for each 150 sq ft of enclosed space with eave vents and "china hat" 04 3RD 663.4 SQ FT 82.3 SQ FT 2ND 644.5 SQ FT 86.0 SQ FT vents along the ridge as shown on plan. See 10/S-7 for limits on eave vents above shear walls. z 2. Provide 22 x 3411attic access with insulated lid. �D FIRST 76.1 SQ FT 32.5 SQ FT 3. Apply%"Type"X"gypsum wallboard to ceilingof garage and walls separating living space from garage. TOTAL 11384.0 SQ FT FINISHED AREA 200.8 SQ FT 14.5% pp y 5 „ „ „ g g p g . g p g g GARAGE 524.0 SQ FT UNFINISHED AREA Apply double layoer/ Type X gypsum wallboard to occupied side of party walls. 335-1010-01 Apply/ gypsum wallboard elsewhere. 4. Provide smoke alarms in all sleeping rooms and outside of each sleeping area. Smoke detectors shall be interconnected and hard-wired to the building power source with battery backup. 5. Lighting shown for reference. See Sheet A-9 for electrical plan. A - 0 A PLAN CHECK,VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1�04�11 k a PREMANF.TRUSSES 24"OIC A COMP SHINGLE ROOFING PROP LINE RATED CRICKET w/2x4 12 OVERFRAMING,NO 10 PENETRATIONS WITHIN 4' R-38 INSULATION 2x4 PONY WALL UP TO CRICKET TYP @ FLAT CEILINGS w/(2)LAYERS 8"TYPE X GYPSUM WALLBOARD ON INSIDE FACE SEAMLESS GUTTERS BY OTHERS SEE ROOF PLAN FOR DOWNSPOUT PREMANF STANDARD LOCATIONS w R-38 INSULATION TRUSS @ 24"O/C A TMP TYP @ FLAT CEILINGS MASTER BEDROOM A MASTER BATH BATH BEDROOM 2 NON-BEARING 14"OPEN WEB JOISTS @ 24"OIC PARTITION WALL BEDROOM 2 R-21 INSULATION TYP EXT.WALLS AAA TYPE X GYPSUM AA 14"OPEN WEB JOISTS PER MANF. SHEATHING UNDERSIDE OF CANTILEVER BEAM PER 2x6 COMMON WALL w/(2) PER STRUCTURAL LAYERS%"TYPE X GYPSUM KITCHEN LIVING °' WALLBOARD ON OCCUPIED SIDE LIVING R-21 INSULATION R-21 INSULATION GLULAM BEAM PER A 11 e"I,JOISTS PER SHOP DWGS R-21 FLOOR INSULATION STRUCTURAL ADD JOIST ABOVE SHEAR M GARAGE CEILING& TYP EXT.WALLS ENERGY REQUIREMENTS WALL PER STRUCT. DECK UNDERSIDE OF STAIRS - 5Y4 x 113/8"LVL CONT.RIM PER sTRucT WINDOWS CLASS 40 AND EXTERIOR DOORS CLASS 20 R-25 UNDERFLOOREXTERIOR WALL INSULATION R-21 INSULATION TYP MAIN FLOOR R-25 FLOOR INSULATION ( 7 " R-21 INSULATION 2x6 SHEAR WALL PER 11/ I-JOISTS PER SHOP DWGS %"TYPE"X"GYP WALL BOARD STRUCTURAL UNDERFLOOR INSULATION R-25 s " CONCRETE PIER BEYOND GARAGE CEILING 4x6 PT ENTRY %"TYPE"X"GYP WALL BOARD TYPE X GYPSUM POST (HEATED) GARAGE CEILING&ENTRY WALL EXTERIOR 2x6 STUD FLAT CEILINGS R-38 SHEATHING UNDERSIDE CANTILEVER " 4"SLAB-ON-GRADE g TANDEM GARAGE WALL @ 24"O/C TYP SLOPE Y IN 12 TO GARAGE DOOR TANDEM BLOWN-IN LOOSEFILL SLAB INSULATIO14 R-21 DRIVEWAY SLOPED MIN Y40 IN GARAGE SOUND INSULATION w/STC> -21 INSULATION (UNHEATED) 12 AWAY FROM BUILDING FINISH 45 TYP @ PARTY WALLS ENTRY WALLS FORCED AIR DUCT INSULATION R-8 GRADE 4"FLOOR SLAB ON GRADE FINISH GRADE COMMON WALL FOOTING GRADE BEAM PER R-21 RIGID INSULATION STRUCTURAL BENEATH FRONT ENTRY 0 NOTE: RIGHT END UNIT SHOWN, OTHER UNITS TYPICAL 0 A - w G S 1 2 � 11 11 A 7 - A- 1/4 - 1 -0 /4 1 1 0 U w VL W LJ--i ` PROP w � LI E z 2"CLEAR TO FACE o OF STUDS LOOSE BLOWN-IN A LOOSE BLOWN-IN0 LOOSE BLOWN-IN INSULATIN R-21 MIN INSULATION wl MIN STC 45 INSULATION R-21 MIN SIDING PER ELEVATION /6 OSB SHEATHING PER 0 U SOUND RATING SHEAR WALL SCHED. IIIHEATED SIDE UNHEATED GARAGE SIDE �W (2)LAYERS%"TYPE X (2)LAYERS%"TYPE X Y"GYPSUM RAINSCREEN Y"GYPSUM Y"GYPSUM Y"GYPSUM Y"GYPSUM GYPSUM WALLBOARD GYPSUM WALLBOARD WALLBOARD WATERPROOFING SYSTEM WALLBOARD WALLBOARD WALLBOARD %"TYPE X GYPSUM WALLBOARD % TYPE X GYPSUM WALLBOARD GARAGE " WALLBOARD A Z 2x6 STUDS @ 24"O/C Xs"OSB SHEATHING PER 2x6 STUDS @ 24"O/C %s"OSB SHEATHING PER 2x4 STUDS @ 24"O/C 2x6 STUDS @ 24 O/C 2x6 STUDS @ 24 OIC SIDE 2x6 STUDS @ 24 0/C Q SHEAR WALL SCHED. SHEAR WALL SCHED. �4 INO n rl �D 335-1010-01 TYP PARTY WALL. TYP EXTERIOR WALL. TYP INTERIOR PARTITION- PLUMBING WALL. INTERIOR SHEAR WALL INT. GARAGE WALL A07 A PLAN CHECK, VALUE EGRING MEB 2/17/11 PERMIT SET r REV DESCRIPTION BY DATE 1/04/11 s ELECTRICAL LEGEND 13 RECESSED INCANDESCENT LIGHT -X WALL MOUNTED INCANDESCENT X PENDANT LIGHT - - SURFACE MOUNTED INCANDESCENT PENDANT LIGHT w/OPTIONAL CEILING FAN 0 EXHAUST FAN VENTED TO EXTERIOR 0 EXHAUST FANLIGHT COMBO $ SINGLE-POLE SWITCH $3 3-WAY SWITCH SD 110 VOLT SMOKE DETECTOR © CARBON MONOXIDE DETECTOR (0-- DUPLEX OUTLET CEILING-MOUNTED DUPLEX OUTLET GE 220 V OUTLET ® FLUSH FLOOR MOUNTED OUTLET Q TELEVISION OUTLET TELEPHONE OUTLET a s I I I I I I I I I �----__ VAULTED T / ; ELEC PANEL BOX BR. U.L.LISTED DIRECT VENT GAS T FIREPLACE WITH COMB.AIR VENT& ' I ' 20"FLUSH HEARTH INSTALLED PER OPTIONAL , MFR'S SPECS/CODE I I I CEILING FAN I \ LIVING ' _ SLOPE SLOPE1 1 I DOWNDOWN I : ' I i I J I I L J) Is I I I I I I 1 I I 21-41 FURNACE ROO I (HEATE I 90%MIN. IBM i i I ----•--- _ 1 ' EFF.FURNACE TANDEM 3 _______.� ' I 3— I I I NAT.GAS TANKLESS WATER I 1 I GARAGE , , , z z I =t _..._ s W W , HEATER(PILOT LIGHT 18' I ( ?i , I ; i % z z @2'4�A.F.F.) O 1 La \ I I I X / I I DINING w I I �y I ! LU LEI , ! W w I I I UP 16 R , , I , o VAULTED , \ / MASTER ELECTRIC WALL HEATER OPTIONAL ; j / I X D -----;; CEILING FAN KITCHEN ; -- ---- / \ HOS i ; i i I ''--_p z ; ; i §LOPE ;SLOPE / \ BIBB FO-0 DOWN ;DOWN' ; 1 EDI I I I 1 I ti., ; ; '� 00" IGAS 1 0.0 1 — »� W ----- ---------------------------- / ^ F 0 �i I 0 GROUND FLOOR TYPlC-jk'_LuNlT 2ND FLOOR TYPICAL UNIT THIRD FLOOR TYPICAL UNIT. Z O � Q (� p4 335-1010-01 A - 9 A PLAN CHECK,VALUE EGRING MEB 2/17111 PERMIT SET REV DESCRIPTION BY DATE 1/04/1 GENERAL STRUCTURAL NOTES DESIGN CRITERIA: SHEAR WALL KEY These plans are for Builidng 2, an 8-unit Unit townhouse in the Barrow Road Estate project located on SW Barrows Road in Tigard, Oregon. Each individual unit was designed to be structurally independent in accordance with the SHEAR WALL TYPE PER SCHEDULE 2010 Oregon Structural Specialty Code (OSSC). A 1 LOADING: HOLDDOWN TYPE PER SCHEDULE Roof: 15 psf DL+25 psf snow ® SHEAR WALL w/2x STUDS @ 16"O/C Floors: 12 psf DL+40 psf LL(residential) Decks: 8 psf DL+40 psf LL ® INTERIOR LOAD-BEARING 2x STUD WALL Seismic: Seismic Design Category D Use Simplified Design Procedure P = 1.0 A Ss = 1.09 s1 =o.417m Sds=0.770, SHEAR WALL SCHEDULE. > Q o R= 6.5 for light wood framing TYPE SHEATHING EDGE NAILING CAPACITY PLATE ATTACHMENTS 14 co o R=5.5 for concrete shear walls o ANCHOR BOLTS NAILING � � CO Wind: 95 mph 3-sceond gust, Exposure B. Ignore shielding 24o PLF sEls 5 " , " " effects from adjoining structures. A %s'APA-RATED 1-SIDE 8d @ 6"O/C 316 PLF WIND 0 @ 4-0O/C 16d @ 6 OIC � J 9co t Soils: 1,500 psf allowable soil bearing pressure (assumed) B Y6"APA-RATED 1-SIDE 8d @ 4"O/C 350 PLF SETS /"0 @ 2'$"O/C 16d @ 4"O/C 473 PLF WIND o ko EXISTING CONDITIONS: C %6"APA-RATED 1-SIDE 8d @ 3"O/C 450 PLF SETS �"0 @ 2'-8"O/C 20d @ 4"O/C w N*.. o ' The contractor shall field verify all existing conditions, dimensions, and elevations. The contractor shall notify wl3x EDGE FRAMING 623 PLF WIND C..) ko the Engineer of an discrepancies from conditions shown on the drawings prior to starting work. D X16 APA-RATED 1-SIDE 8d @ 2"o/c 585 PLF SETS %" @ 2'-�"o/c 20d @ 3"O/C g y p w/3x EDGE FRAMING. 819 PLF WIND 3x SILL PLATE TEMPORARY CONDITIONS: The contractor shall be shall be responsible for structural stability during construction. The structure shown on the drawings has been designed for stability under the final configuration only. SHEAR WALL NOTES: G SUBMITTALS: 1. Provide blocking at all panel edges. Shop drawings shall be submitted to the Engineer prior to fabrication and construction for the 2. All field nailing shall be @ 12"on center using same nails as edge nailing. ~ following materials and products: 3. All sheathing shall be APA rated plywood or oriented strand board (OSB)as indicated 1. Premanufactured joists. on the schedule. �0 2. Roof Trusses 4. Nominal 3x edge framing may be double 2x or 4x framing for studs and blocking. If the shop drawings differ from or add to the design of the structural drawings,the changes shall 3x mud sill plate @ foundation must be 3x or 4x framing. be clearly identified. Any changes to the structural drawings shall be submitted to the Engineer 5. Minimum of 2 anchor bolts in each length of shear wall. TYPICAL FRAMING NOTES' for review and acceptance. Design drawings and calculations for the design and fabrication of 6. All sill plate anchors below shear walls shall have 0.229"x 3"x 3"galvanized plate washers. components that are designed by others such as premanufactured trusses shall bear the seal and 1. Framing plans show walls from floor below. signature of a Professional Engineer licensed in the State of Oregon. 2. Typical exterior walls shall be 2x6 studs @ 24"on center. •� 3. Typical floor sheathing over open web joists shall be 4"tongue&groove APA-rated sheathing attached with Q CONCRETE AND ACCESSORIES: 10d nails spaced at 6"on center panel edges, 12"field and glued with construction adhesive.. Edge blocking not required. All mixing, placing and curing of concrete shall be in accordance with ACI 318. 4. Special floor nailing at shaded areas on 2nsd floor: 4"tongue&groove APA-rated sheathing attached with 10d nails g p g g spaced at 4"on center panel edges, 12"field. Block all panel edges. An air entrainingagent conforming to ASTM C260 shall be used in all concrete with flat exterior g r.g h entrained it shall be 5 to 7°/ b volume. 5. Typical roof sheathing shall be1%2'APA-rated plywood or%s"OSB attacehd with 8d nails spaced at PROF L L _ surfaces exposed to the weather. The a a a o y 6"on center panel edges, 12"field. Edge blocking not required. �5��r N ss� Concrete Design Strength: p g � g g q � ,��� ���, Footings: 2,500 psi, maximum slump 4" +/- 1" 6. Verify joist layout to clear ducting, chases and plumbing fixtures prior to fabricating. Individual joist 14855 Slabs, Walls& Piers: 3,000 psi, maximum slump 3"+/- 1 HOLDOWN SCHEDULE 7. See architectural drawings for all plan dimensions. Contractor responsible for all finishes,trim and waterproofing details. Reinforcing Steel: ASTM A615, Grade 60. REMARKS 8. Plans call out minimum member sizes for each unit. Larger members may be substituted at contractor Anchor Bolts: ASTM A307 unless noted otherwise TYPE HOLDDOWN/STRAP CAPACITY ATTACHMENT option to provide the common framing for all units. WOREGOIN�Expansion Anchors: Simpson "Wedgeall"or Powers"Powerstud"or approved equivalent. a NONE REQ'D WOOD: *1 SIMPSON MSTC28 STRAP 1,540 Ib (16)16d NAILS ATTACH TO DBL 2x STUD AND/OR WRAPAROUND BEAM BELOW EXPIRES 12-31-2011 Sawn Lumber: Sawn lumber design is based on the National Design Specification. All framing 2 SIMPSON MSTC40 STRAP 3,465 Ib (36)16d NAILS ATTACH TO DBL 2x STUD AND/OR WRAP AROUND BEAM BELOW nails shall be common nails. No box nails allowed. Sawn lumber shall conform to Western Wood Products Association 3 SIMPSON MSTC52 STRAP 4,620 Ib (48)16d NAILS ATTACH TO DBL 2x STUD AND/OR Z grading rules as follows: WRAP AROUND BEAM BELOW 9 9 O Structural beams: DF#2 or better 4 SIMPSON MSTC66 STRAP 5,860 Ib 68 16d NAILS ATTACH TO DBL 2x STUD AND/OR / Studs and wall plates: Stud grade or better, kiln-dried unless noted otherwise I WRAP AROUND BEAM BELOW / W Pressure Treated Lumber: Hem Fir#2 or better as follows: 5 SIMPSON CMST14 x 72"STRAP 6,490 Ib (74)16d NAILS ATTACH TO DBL 2x STUD AND/OR / . All wood in contact with concrete or masonry at interior locations protected from the WRAP AROUND BEAM BELOW r weather such as mud sills shall be pressure treated with Sodiom Borate(SBX/DOT)with 6 SIMPSON CMSTC16 STRAP 9,171 Ib (50)16d NAILS EA STRAP ATTACH TO DBL 2x STUD AND/OR / EACH SIDE WRAP AROUND BEAM BELOW , retention level of 0.24. 7 SIMPSON HDU2 HOLDOWN 3,070 Ib SIMPSON 8"0 SSTB16 ATTACH TO DBL 2x STUD All wood at exterior locations such as decks, raing ans ledgers shall be pressure treated w/ 6 SDSY x 2Y"SCREWS - / .tom Qi with alkalinie copper uat ACQ with retention level of 0.25. All fasterners and framing i PP q ( ) g 8 SIMPSON HDU4 HOEDOWN 4,565!b SIMPSON %"0 SSTB20 ATTACH TO DBL 2x STUD � _ _ d, hardware through in contact with ACQ treated lumber shall be stainless steel orwi 10SDSY x 2/z"SCREWS - hot-di ed avanized. *9 SIMPSON HDU5 HOLDOWN 5,645 Ib SIMPSON 8"0 SST624 ATTACH TO DBL 2x STUD PP / - - 9 Misc. blocking: Standard or better unless noted otherwise wi 6 sDsY x 2Y"scREws g 10 SIMPSON HDU8 HOLDOWN 7,870 Ib SIMPSON%"0 SSTB28 ATTACH TO TRIPLE 2x STUD off/ Glue-laminated Lumber: ,24F-V4 DF/DF �-, - - r Tr ' i t r approved equivalent. w/ 20SDS XX zY°scREws - Laminated Strand Lumber. Timberstrand E1.55 LSL manufactured by usjo s o app o d eq a 535 Ib 1"0 THREADED ROD EMBEDDED MIN. ATTACH TO 6x POST Parallel Strand Lumber: "Parallam" E2.0 PSL manufactured by Trusjoist or approved equivalent 11 SIMPSON HDU11 HOEDOWN 9, 10"INTO MIN 15"WIDE x 12"DEEP FTG. w/ 30 SDSY 2,Y SCREWS / F Premanufactured Joists: Open web joists in the layout as indicated on the drawings and detailed on the shop , drawings prepared by the manufacturer. Framing Accessories: Simpson Strong-Tie or approved equivalent *HOEDOWN TYPE NOT USED ON BUILDING 2 / 0U Plywood Panels: APA rated plywood or oriented strand board sheathing. METALS: All structural and misc.: ASTM A36 (Fy=36,000 psi) Bolts: ASTM A307. Set bolts embedded in concrete prior to pouring concrete n Threaded Rod: ASTM A36 V 1 V) Welding Electrodes: E70XX in accordance with AWS standards by certified welders. W INSPECTION: KEY PLAN A N Special Inspections: In accordance with Section 1704 of the OSSC. Inspections are to be p performed by an independent testing laboratory employed by the owner for the following areas (� of work: 1. Reinforced concrete including test cylinders and reinforcing steel for all structural concrete with a design strength fc In excess of 2,500 psi. This Is limited to the concrete piers on the front wall of the garages. Special inspection is 0 O not required for slab-on-grade and footings or stem walls. X A . All shop fiel weldin . P4 STRUCTURAL OBSERVATION Structural observations are required by the Engineer of record, or an appointed representative, in accordance with 1709 of the OSSC for the following areas of work during construction: 335-1010-01 1. Floor and roof sheathing: After the floor and roof sheathing, strapping and ties have been installed prior to covering with any materials. S201 A PLAN CHECK, VALUE EGRING MEB 2117/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 6'-0"0 STORM DETENTION PIPE EXCAVATE 24"WIDE TRENCH TO ELEV. BOTTOM OF REAR WALL FOOTING F3 183.00' FILL wl 2,000 PSI LEAN-MIX @ ELEV.188.00'MAX CONCRETE TO WITHIN 18"FROM GRADE 2 POUR STRIP FTG F3 ON TOP S2-2 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 4 1 ' a 8-0 4'-0" 10'-0' 4'-0" ol 4'-0" 10'-0" 4'-0" 4'-0" 10'-0" ol 4'-0" 4'-0" L. 10'-0" 4'-0" 4'-0" 10'-0" 4'-0' 4'-0" 10'-0" 4'-0" Z Z Z O=14) 4' N w0 N 4'-1�` J 4� JOm J 4'-1y2' aJ+•k,�� F5 o F5 a a F5 a F5 Q F5 (F8 aJ m J�m J = „ _ �t �t F5 �t O �t 0t O o r z � o �- z ,moo /Z`-) � o 5 � oF5 F5 Zcv = � Zk► 20... ? � `- = 0.- _ � L. 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F6 � NOS t$ I I �� F6 � �ON = ch Q I r M Q I M Q I r M q I M q M I A @F2 � I I ( 441-2" 4�- " I I 4'-2'I 4'-2" NOv� ANOv� A OvA Q OVA QA I F4 F4 � � F4 � F4 �g F4 I �ON F3 O SS SS = a SS = O) SS OI I O�ON I NOV/ QA r1 I I / 4'-2" 0/") � JII I 2�N" 11'-Y 1'-10 1'-10 10/' 81-6a 81-6a111 11 S�g2 V^I 5-0 1 " I I 1 1 N I I 2" 1 I I 1 11 1 I 1 1 1 1 ( I GH OPENING z GH OPENING y I 1� 2Y I I 1� 2� I I 2y I I 1 2 2 2 I I 1Y2" 2�" I I I 2�" 1Y2' O L—F2� 0 �, 0% 1 . 1 / 1 N 1'-10" 11.1011 1 / 1'-10" 1'-10" 1'-10" 1'-10" I 0 A F10 ��� A F10 Ov �Oc1 � 1-10 1-1u 1-10 I � I 1-10 11-1011I N 1 N 1 N , " 1 ■ " 1 N , " 1 N , " 1 N 1 / 1 11 8� 5-0 8-0 5-6 8-0 5-0 8-0 5-0 8-8 5-6 8-6 8-6 -0 gS� = 5 VA 0 q 4x6 POST w/CBQ46 " D A ROUGH OPENI o ROUGH OPE ROUGH OPENI ROUGH OPENI ROUGH OPENI UGH OPENIN A — = POST BASE F2 F2 F2 F2 = A F2 O F2 F2 O L_O O O O S M I .� L_ O I F10 A ssj. I F10 q ss I F10 q ss I filF10 " r v� F3 O r O T 0 O SITE RETAINING WALL .. vA0 vA0 - � J SS EXTEND TO EXIST 4 O O OQO Ov�`0 1 � F4 �p� Q� -� —� 20 — 20 — 0 0 — 0 Fg F ULTRA-BLOCK WALL I ss A M I see q I 5��2 A -I —1 C? Jti r- 71 "' F3 r " "' F3 I r � "' F3 Cn �' F3 I_ �' "' F4 �' f TI °���� 6x6 POST w/CBQ66 5 J J O L J F6 J F�6 L J F6 J HDU4 ON L_ L F6 Qq POST BASE S-0 (F6 O 4x6 POST w/CBQ46 = F6 `--� SST820 O O O O = AA POST BASE F6 F6 Jti��� J`v�,�`� J`ti�,�`� Jti���0 6x6 POST w/CBQ66 _ 6x6 POST w/CBQ66 POST BASE AA 6x6 POST W/CBQ66 �� 6x6 POST w/CBQ66 c�� 6x6 POST w/CBQ66 3 6x6 POST w/CBQ66 �� POST BASE AD A POST BASE �A POST BASE QA POST BASE QA POST BASE U1 DI G 2 FOUNDATION PLAN PROF L S2-2 _ G 1�O - � `0 � �' 14855 OREGON 0`. 14, Z�e Q` FOOTING SCHEDULE: EXPIRES 12-31-2011 TYPE DIMENSIONS REINFORCING REMARKS OF1 12"WIDE x 8"DEEP x CONT. (2)#4 CONT. TYPICAL @ INT.WALL w/6'STEM WALL CAN BE POURED MONOLITHIC w/FLOOR SLAB O F2 15"WIDE x 8"DEEP x CONT.O 2 #4 CONT. EXT.WALL @ ENTRY w/8'STEM WALL FINISH FLOOR v O -3" ELEV.189.50' 5 w F3 18"WIDE x 8"DEEP x CONT. 2 94 CONT. TYPICAL EXT.WALL w/8"STEM WALL O O FINISH GRADE(VARIES) O " F4 27"WIDE x 8"DEEP x CONT. (2)#4 CONT. TYPICAL COMMON FOOTING w/13"STEM WALL w Q F5 16"0 x 12"DEEP NONE TYP DECK FOOTING w/CB46 POST BASE (� F6 24"x 24"x 12"DEEP (2)#4 EA WAY CENTER UNDER POST a 'F3"STRIP FOOTING ~ F7 2'-6"x 2'-6"x 12"DEEP (3)#4 EACH WAY CENTER UNDER POST . PER SCHEDULE OR � O . e ' v• e ENLARGED FOOTING F8 Y-6"x 3=6"x 12"DEEP (4)#4 EACH WAY CENTER UNDER POST v. : Q : PER PLAN NOTE: OF9 4'-0"x 4'-0"x 12"DEEP (5)#4 EACH WAY CENTER UNDER POST 6'-0"0 DETENTION PIPE 183.00'MAX ELEV. ' ' �► SEE DETAIL 1/S6 FOR TYPICAL STRIP FOOTING CALLOUTS v F10 2'-0"x 1422"LONG x 20"DEEP (3)#5 TOP&BOT LONG PROVIDE VERTICAL DOWELS INTO GARAGE FILL TRENCH w/ x#3 STIRRUPS @ 12"O/C PIERS PER PLAN / 21-0" EARTH-FORMED 0 n / LEAN-MIX CONCRETE 2,000 PSI MIN w / ZONE OF INFLUENCE � LINE FROM STORM FOUNDATION NOTES: 1 DETENTION PIPE F4 1. Verify floor elevations and step heights with architectural and civil drawings. / / 4 2. Typical floor slab: 4 slab-on-ground w/#4 @ 24 on center each way on 4 I / Z compacted gravel, 6 mil moisture barrier&2 sand layer. Provide control I / W �D joints @ 15'-0" max spacing each way. 178'+/- ELEV. / A 0 3. Install%"0 sill late anchors in accordance with shear wall schedule or at �— — — — — — maximum 6'-0"spacing. Provide 0.229 x 3"x 3" plate washers on all sill plate anchors O on shear walls. 1 2 REAR FOOTING- UNITS 15 & 16 C\24. Provide slab insulation beneath heated space of the entry and furnace room. S2-2 1/2"= 1'-0" 0 5. Excavate eleavtion shown on plan on rear wall&deck footings to avoid impacting the storm z water detention pipe. 0 6. The interior strip footings may be poured as a thickened slab at contractor option. Provide sufficient Q depth for holdown anchor bolts. �D 335-1010-01 S20 2 A PLAN CHECK, VALUE EGRING MEB 2117111 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 i6x6 PT HF#2 14 S-7 KNEE BRACE B 11 B S-7 SHEAR WALL KEY 2 I 10 -7 SHEAR WALL TYPE PER SCHEDULE SHEET S-1 1 A - HOLDDOWN TYPE PER SCHEDULE SHEET S-1 d- 6x6 DF#2 POST ' ® SHEAR WALL STUDS@24"O/C 7 - - - - - - - - - - - - - II �-7 I � ® INTERIOR LOAD-BEARING 2x STUD WALL SEE FRAMING NOTES ON SHEET S1-1 � o UNIT 15 DECK FRAMING O o A '� o0 O p NOTE: CANTILEVER DECK ON LOT O O "1 15. NO DECK POSTS OR FOOTINGS ` 41-011 10,-O" 41-0" S-7 - co o co 16"0 x 12" DEEP DECK FTG 46 PT HF#2 POST ADD DRAG TRUSS 18 WIDE x 8 DEEP EXT. - - F_ - - - HORIZ. LOAD =21911 LB FTG w/(2)#4 CONT&8 2x8 P.T. HF#2 LEDGER w/ - 4x12 PT HF#2 _ 2 I 4x10 DF#2 I 11 4x8 DF#2 a STEM WALL o %"x 4" LAG SCREW INTO FS-7 TYP EADER S-7 TYP HEADER ~ 0 6 RIM JOIST @ 8"O/C I C I C HUCQ1.81-SDS D O ` p S-6 I I 2x8 PT H F#2 @ 24"OlC I I 4x6 D F#2 q 5 bt o 7 O TY @ 2 B B 6 POST 3 HANGER TYP EA END 1 o N HOLD OWN 11 I 10 I _ 1 4 x 14 LVL RIM I "� aJ S-6 4J of� - S-7 � o I -I•.� -I I- - ' --- --� O -- - - - - - - - - - - - ' A - -- 11M,x14" LVL • THICKEN FTG TO � ' � - - - I J Q� I , 4 CONT. RIM , I O gAZ 7 - - - - - - 4x10 DF#2 - - - - I I 12 @ HDU11 I - - _ S-7 I HOLDOWNS 2'-611 x 2'-6"x 12" FTG TYP HEADER I -- - - - - - - - - - - - - — — — — w/(3)#4 EA WAY I _ " ' °° ' I I I _ I 3'-6"x 3'_6"x 12"FTG I I Nr&A -- M _ _ _ _ --g -- o I w/ 4 #4 EA WAY - - - - - - - - - - - A /A\ - - P L I I ( ) I I I S"7 i -- — RIFF I NOTE:4'-0"x 4'-0"x 12" FTG w/(5) 1 o I -- -#4 EA WAY REQ D BTWN ¢@ I 1 14855 UNITS 13& 14 I I _ _ 1%x11% LVL _ i 0 PROVIDE2 RIGID SLAB I 3 - - - - - - 13 INSULATION BENEATH I I I 12 VB S-7 12 I - - S-6 �-6 I OREGON FURNACE ROOM @6 - - - - - - - - - - - - -- A - - - -- ' �'9 °v4, A SHADED AREA ! 4x4 DF#2 i ADD JOIST c6p � q , @ , POST I `'' I I S H EAR WALL I - -- - - -- -- I EXPIRES 12-31-2011 I A _ _ _ _ 1 4x14 LSL w I129 ( POST FROM ABOVEcn - „ , „ 5 - - - - - - I 2-0 x 2'-0"x 12 FTG S I -1 4 x 11%" LSL ' ; , Lc I - w/ 2 #4EAWAY ( ' - - - - - - - - - HUllHANGER _ _ _ _ _ _ _ _ _ I I r-- ( ) I _ I I z I , I , I Q I I A I x12 D_ #2 -- HU1.81/11-SDS HANGER ; ; q 6 - - - - 2 � I I 3 I I - - - - - - -- — I I - - i S-7 loo S A cn ��ZOS-7227"WIDE x 8" DEEP cn —6 COMMON WALL FTG s 2 I' ww _ _ y I I I - - w/(2)#4 CONT& 1314 x 1 %"LSL - — i - - - - -w S 6 ' � ASTEM WALL s-7 - - I' 00,0 LLJ - - - - Z — II - - - - - - - - —I I — — -------- _ -- - - — A H _ I I I I ' PROVIDE 2" RIGID SLAB i i - I I I rl2 I - - rl3 INSULATION BENEATH ' ( I ' - - - - _ _ _ 0 12 , I ENTRY @ SHADED AREA L 12"WIDE x 8" DEEP I ( _ _ - A 8 N ' S-6 ; -- - -- -' - S-6 ' - - - - I � �� - - - - , q r, ' - - S-6 o L TYP I NT. FTG wl(2)#4 I I - -- , ; I I I BLOCKOUT STEM CONT&6"STEM WALL - I I ' i - - - - - - - - - - - � � I - - WALL FOR DOOR I I I I i i ' - - - - U r I SLAB-ON-GRADE 1s/x11/ LSL -- - - RIM —_—_HUCQ4-71—_2"-SDS HANGER SLOPE TO GARAGE _ _ —_—_ — ' SPECIAL DIAPHRAGM DOOR X/x 11 LSL NAILING @ SHADED O HGUS5.5/12 HANGER _ AREA1 F — 'II _EF - -- - -- --- - Ww I , � 51 x117 " LVL - _ _ _ _ Z S-6 ' I :. .. .. .. .. ..:...... .'. .. .... .. S-6 - - - - - - - - - - 1'-10" 81-6" 1' 0 Cjs ' 4'.x 11 8aiVL. .::... .. ;. I j �w2ROUGH OPENING F _1 24 WIDE x 20 DEEP FTG 3/ 19�" S t 14x8 DF#2 � I I 8 w/ 3 #5 TOP& BOT& 3 - I-- , - + - 4x6 POST w/ECCQ46 COL � ( ) CAP& HDU4 FTG z @ � 15"WIDE x 8" DEEP �- S-6 STIRRUPS @ 12 O/C q 7 B B � 18"x 12" DEEP FTG 1� D INT. FTG w/(2)#4 2'-'x 2'-0"x 12"FTG w/ w/ 2 #4 8 8 THICK FULL-HT D S-7 2 11 2 CONT&8 STEM WALL 2 #4 EA WAY ( ) 4x6 POST w/AC4 S-7 CONCR.WALL 6 6 2 S 7 O O w/(2)#5 EA ENDN.;-_76x6 POST w/CBQ66 POST CAP&HDU20-4 A POST BASE @ FTG HUCQ412-SDS 6x6 POST w/ECCQ46 HANGER (� F' COL CAP&CBQ66 A POST BASE 335-1010-01 TYP FOUNDATION PLAN- TYP 2ND FLO R FRAMI G_ TYP 3RD FLOOR FRAMING TYP ROOF FRAMING- A PLAN CHECK, VALUE EGRING MEB 2/17111 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 V a SHEAR WALL KEY SHEAR WALL TYPE PER SCHEDULE SHEET S-1 A 1 HOLDDOWN TYPE PER SCHEDULE SHEET S-1 ® SHEAR WALL w/2x STUDS @ 24"0/C ® INTERIOR LOAD-BEARING 2x STUD WALL • A � o O o C\l � oo ® o oCQ ao O o to 12 ko -� 4'-0" 10'-0" 4'1 co S-7 •• o V" o 16"Q x 12" DEEP DECK FTG 4x6 PT HF#2 POST ADD DRAG TRUSS — — T- F_ — HORIZ. LOAD =2,911 LB C.) 2x8 P.T. HF#2 LEDGER w/ _ 4_x12 PT HF#2 _ 2 I 4x10 DF#2 I 11 4x8 DF#2 op J p $"x 4" LAG SCREW INTO S-7 TYP HEADER S-7 TYP HEADER ~ Z4 0 6 RIM JOIST @ 8 0/C I 46 DF#2 I HUCQ1.81-SDS D o a S-6 I ( 2x8 PT HF#2 @ 24"0/C I I C POST A C 5 `n o m =m o TY @ 2 B B 6 3 HANGER EA END bt 1 HOLD OWN 11 10 " I I _ /x14 LVL RIM I pJ o S_6 pJ pJ - - S 7 '^I I - - - - ;� 46 DQI I — — — — — �- -- -r x14 LVL -� I THICKEN FTG TO - - 4 - -> J I CONT. RIM F 12"@HDU11 ���� 1 7 - - -- - - - - 4x10 DF#2 _ - - > S-7 -' — I I HOEDOWNS 2'-6"x 2'-6"x 12" FTG ( , �-7 TYP HEADER r I I I w/(3)#4EAWAY I I r - - - - - -- - - - - - - -- q x " ; I ( — — — — — I L 3'-6"x 3'-6"x 12" FTG I I _ _ _ _ _ _ _ __9 I _ M I I �' I J I I 2'- "x 2'- "x 12" FT w/ 4 #4 EA WAY - o I , I - - - - S`�R `�L 1 6 6 G O 1 1 , S-7 I I - PR I I - I F -� ,� ° s w/ 3 #4 EA WAY I s I � I - - I I q I I 3 7 �� o f x , I - - 14855 1/�x111� LVL I 10 , VE S10 -7 S-6 I POST FROM ABO S- I 6 N I A S6 O _ _ _ __ I I I OREGON - A o I L_ I �°` �� I I - - - - - - - -- I — � ��`. z�°° �- A4yss�lw �( �O ��p�,t� I -- _ - - - - - -- -- 4x4 DF#2 i I 9,Q� 14, ADD JOIST A E • 6v @ POST I SHEAR WALL LSL - - - - - - - - -- - - - - __ - - __ - 1 4 x 14" EXPIRES 12-31-2011 '491 — — Ov�ON 1 - - -- -- -- - -_-- -_ - - - - - - - - - - PROVIDE 2 RIGID SLAB p l I q - , 2 I 21-011 x 2-0 x 12 FTG SSS A g - 1%x 11%" LSL INSULATION BENEATH ( I FURNACE ROOM @ I — w/(2)#4 EA WAY - � HU11 HANGER 0 FA I I I I I -�SHADED AREA 4x12 DF#2 - - -H-U1.81/11-SDS HANGER TTVhh - - -- - I U) w I X � I � n n I I A 1 18 WIDE x 8 DEEPFTG -- - - -- -- - I 0 I 2 S-7 �-- , 6 - - - L 0 I 27 WIDE x 8 DEEP cn - w/(2)#4 CONT&8 STEM I I I S-6 _ _ _ _ �- _ _ _ I A _ ¢ N COMMON WALL FTG� , S7 • WALL TYP EXT.WALLS I I �� - - -- -- - - v , � � I w Q I w/ 2 #4 CONT& 13 I I s m o I - - - - - ( ) , 1/x11/ LSL w I 6 = I I I STEM A - - _ - - - - - - _A _ I I I I -- - - - - - cl) S-7 z I I W - � II , I - - - - - - - - o H I A A A PROVIDE 2 RIGID SLAB INSULATION BENEATH I I I I I 3 _ _ __ _ _ i - - - - _ I I S_7 12 = I 12 �13 ENTRY SLAB q - - - - - _ N L 12 WIDE x 8 DEEP I I _ _ - _ - 8 - S-6 � � S-6 V-6 - - - - - A r I - - - - - - Npv 20 TYP INT. FTG w/(2)#4 I 1 I o I CONT STEM S N I I � � I I 3 I - - - - - - 1 I U BLOCKOUT STEM _ I S-7 I � WALL FOR DOOR I 4"SLAB-ON-GRADE I 1 %x 11%" LSL A I 4 8 HUCQ412-SDS HANGER I SLOPE TO GARAGE I 1 RIM __ __ _ __ _ _ SPECIAL DIAPHRAGM 'sO - - - - - - - - -- - I --� DOOR 31/x 11/ LSL 1 , Ci 2 s NAILING SHADED ss � _ @ I w � I — — - - O HGUS5.5/12 HANGER AREA E-I A 1 7 �� 1 _ � (� 5/x 11/ LVL ............. ........ .. + L N .......... ... . . .. .... . 11 - - - - — 0 11 ................ ....... f� -- a _ .. . .. .. .. .... ... . . . . . ... W S 6 I .... .. . . ... S-6 _ w til-low TO S S ..... . . .. .���•x�•1.1/� AVL .. • • .. . . .. . — ROUGH OPENING — _.._ A i� n n I E-+ 15 WIDE x 8 DEEP � - � � - � 24"WIDE x 20" DEEP FTG ( I YY2 7 � INT. FTG w/(2)#4 I I I I 8 w/ 3 #5 TOP&BOT&#3 91 LS i— � 4x8 DF#2 + 4x6 POST w/ECCQ46 COL 0 � CONT&8"STEM WALL ( ) ,� CAP & HDU4 FTG L S-6 @ STIRRUPS @ 12 O/C A 7 B B Q 46 POST w/CBQ46 18"x 12" DEEP FTG 8"THICK FULL-HT D D S-7 2 11 2 A POST BASE 2'-0"x 2'-0"x 12" FTG -NI(2)#4 8 CONCR.WALL 6 6 2 S-7 O w 6x6 POST w/CBQ66 w/(2)#4 EA WAY 46 POST w/AC4 S'7 w/(2)#5 EA END S-7 f4 E-1 A POST BASE POST CAP CBQ4f� A HUCQ412-SDSr4 POST BASE 6x6 POST w/ECCQ46 HANGER COL CAP&CBQ66 q m �4 POST BASE F NDATION PLAN 2ND FLOOR RAMING 3RD FLOOR FRAMING ROOF FRAMING PLAN 335-1010-01 LEFT END UNIT PLAN LEFT END UNIT PLAN LEFT END UNIT LEFT END UNIT - 4 A PLAN CHECK, VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 • V SHEAR WALL KEY SHEAR WALL TYPE PER SCHEDULE SHEET S-1 A 1 HOLDDOWN TYPE PER SCHEDULE SHEET S-1 ® SHEAR WALL w/2x STUDS @ 24"0/C ® INTERIOR LOAD-BEARING 2x STUD WALL SEE FRAMING NOTES ON SHEET S1-1 A CD 0 0 0 00 ® CQ o cn o ko co ao 18"WIDE x 8" DEEP FTG ADD DRAG TRUSS o w/(2)#4 CONT&8 STEM rl4 HORIZ. LOAD =2,911 LB W `, WALL TYP EXT.WALLS 2x8 P.T. HF#2 LEDGER w/ 6x6 PT HF#2 S-7410 DF#2 2 48 DF#2 11 •• uo 6 o Q %"x 4" LAG SCREW INTO KNEE BRACE 4x6 DF#2 0 W `- S-6 �-Yp 2 � o � � RIM JOIST @ 8"OIC TYP HEADE POST S-7 TYP HEADER D S-7 � � o ,• HUCQ1.81-SDS /C\ HOLDDOWN S2-2 a o — B HANGER TYP EA END — — Z Z cc, o w B 3 6 5 = o o m 10 4x8 PT HF 2 2 O/C 11 2 3 „ 1 x14 LVL o 0c � � � — � I I q' O J J o 2x PT H #2 4"O/C S-7 I • I I F -I I I - - - - �" Z - I I 1/ x14 LVL THICKEN FTG TO 6x6 DF#2 POST I J CONT. RIM 4 12"@HDUll - - - - - - - - -- - - - - - - - - U I � 7 � V-72'-6"x 2'-6"x 12" FTG HOEDOWNS I ( I S-7 coI r I I w/(3)#4 EA WAY I I -- -- -- -- -- -- I I 3'-6"x 3'-6"x 12" FTG I i _ I I I I I I 9.- - -- -- w/ 4 #4 EA WAY21-611 -- -- -- -- -- -- -- J �� I I ( 43 I I ( ) x 2-6 x 12 FTG I I S-7 1 1:3 I II I I 14- W/ - I gr 2 (3)94 EA WAY �_ ► A � I SON 1 7 .. 4 I I c� xlo I I PROVIDE 2 RIGID SLAB I ov A __ 3/x 11/ LVL __ s _ _ _ , 10 I I 3 -�g2� I A I -- -- - -- - - I I I I INSULATION BENEATH S B I ; S_6 _ _ I I S-6 8 FURNACE ROOM __ _ _ _ I I I @ I ADD JOIST- - - - - - POST FROM ABOVE I SHADED AREA r , - - 1 I I SHEAR WALLI - - -- -- -- -- -- I :44 DF#'2 zR RA I I I - I - - __j L I _ _ r� POST PRpFF J � �s I oN A 14x1SLy 2'-0"x 2'_0"x 12" FTG rI 14855 I SS w/(2)#4EAWAY - I , - -- -- -- -- 8A I - - - - - - - - - - - - ,. I - � 1/x11/� LSL I I OREGON , I Jm - S_6 HU11HANGER ,Q z oeg914,H 1.81/11- D HANGER 4x12 DF#2 - _ I Lu _ — v v) � �\ /� 6 A I - - - - - - - - - � I x l S-7 � � v� 61--MIRES - I12 -2011 I — oc \ - -- -- I 0 — I- 0 - -� 27 WIDE x 8 DEEP I I I I I ' -' � S-7 u� 0 m COMMON WALL FTG d- n I I I A Q N W/ 2 #4 CONT& 13 I ( I I N z w � V1 STEM WALL I I I -- -- -- -- 6 A ' _ Lu n I – – I I I I PROVIDE 2 RIGID SLAB 4 3 � " S_7 , 0 _ � 1/x 11/ LSL _ II 8 I — - - — I - INSULATION BENEATH S-6 , � W I ENTRY SLAB 3 I I I I I ( 12 WIDE x 8 DEEP I J SON q - q - - -- -- S"7 12 i _ A 13 - • TYP INT. FTG w/(2)#4 p 12 - __ _ _ _ -- _ 2 - ' Q _ w I I CONT&6"STEM WALL � J S V S-6 - 8 -- I � _ _ _ _ 4x10 DF#2 S-6 i � S-6 I —— — — TYP HEADER i r A — Qi 3 I N I -- — -- — — -- N I �-6 BL KT TEM ri OC OU S I I I 3–V7 .6 6 T WALL FOR DOOR II I 4"SLAB-ON-GRADEI I 1 XX 11% LSL� HUCQ412-SDS HANGER I _ _ SLOPE TO GARAGEI RIM — 8 THICK FOUNDATION -- - -Q31%2 -i 1 7 I DOOR I RETAINING WALL PER 3/x 11/�� LSL O - �O HGU..c 5.5/12 HANGER 5 - -- - - -- A 4/S-4 -- -- - 5/x 11/ LVL - - I _ 46 POST w/ 11 .. ............................. L I - - - - - U CB 46 POST Q - I q , " I , — o 81-60 11-10, BASE . .. .....51/`x 1/` LVL....... QC ROUGH OPENING I — �o� o I — -r I � I w 2 24 WIDE x 20 DEEP FTG � � 1 1 �� I 4x6 POST wl ECCQ46 I 4x8 DF#2 I I 2 x / LS W A SS w/(3)#5 TOP& BOT&#3 8 I ( +. COL CAP& HDU4 FTG STIRRUPS 12 OIC S-6 �- -1 @ � @ A B B 7 z ` 18"'x 8" DEEP FTG I 8"THICK FULL-HT D S-7 v E"' 6x6 POST w/CBQ66 8 D 2 11 2 V W/(2)#4 A POST BASE 5 SPECIAL DIAPHRAGM CONCR.WALL S_7 4x6 POST w/AC4 2 6 6 S-7 W S-6 NAILING @ SHADED w/(2)#5 EA END POST CAP&CBQ46 21-011 x 2-0"x 12 FTG I AREA 6x6 POST w/ECCQ46 HUCQ412-SDS POST BASE A W/(2)#4 EA WAY q COL CAP&CBQ66 HANGER O � 8"THICK SITE RETAINING POST BASE � WALL PER 5/S-6 Ul w 0 FOUNDATION PLAN 2ND FLOOR FRAMING 3RD FLOOR FRAMING PLAN ROOF FRAMING PLANz P4 � UNIT 16 UNIT 16 UNIT 16 UNIT 16 335-1010-01 S05 A PLAN CHECK, VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1�04�11 RETAINING WALL SCHEDULE SITE RETAINING WALL SCHEDULE "H" "D" "TOE" "W" REINFORCING "H" "D" "TOE" "W" REINFORCING ! VERT WALL REINF. FOOTING REINF. VERT WALL REINF. FOOTING REINF. 2w CLEAR BTWN PERARWP.LL SHEATHING 4-0 8 8 2-0 #4 @ 16 O/C #4 @ 16 O/C x(2)#4 CONT. 4-0 8 4 2-8 #4 @ 16 O/C #4 @ 16 O/C x(3)#4 CONT. 1 R q q 1 11 R R i R R q 1 q q 11 FACE OF STUDS PER PLAN&SCHED. i 6'-0" 8" 12" 4'-0" #4 @ 16"O/C #4 @ 16"O/C x(4)#4 CONT. 6'-0" 8" 4" 4'-0" 94 @ 16"OIC #4 @ 16"O/C x(4)#4 CONT. %"A.B.PER SHEAR j 2x6 P.T.MUD SILL NOTE: WALL SCHED TYP I EA SIDE FOOTING MAY BE MONOPOURED 8'-0" 12" 16" 51-8" #4 @ 8"OIC #4 @ 8"O/C x(6)#4 CONT. 8'-0" 12" 1 4" 1 5'-311 1 #4 @ 8"0/C #4 @ 8"O/C x(5)#4 CONT. w/FLOOR SLAB @ CONTRACTOR'S „ " j #4 HORIZ.@ OPTION. 2 LAYERS%"TYPE X TOP OF WALL EA SIDE FLOOR SLAB GYPSUM BOARD ON P.T.MUD SILL&ANCHOR CYCLONE FENCE w//1Y"0 OCCUPIED SIDE TYP ! SHEATHING w/EDGE NAILING PER SHEAR WALL SCHEDULE BOLT PER PLAN STEEL PIPE POST %"A.B.PER SHEAR WALL SCHD \\ \\ \\ \ \ \ \ \ \ (2)#4 HORIZ.@ TOP OF WALL \ \ \ \ \ \ \ \ \ \ (2)#4 HORIZ.@ TOP OF WALL 2x6 P.T.MUD SILL. USE MIN.3x \ \ SHEATHING W/EDGE NAILING � WALL TYPES RCq�IIDII \ \ \ \ \ \ \ \/\ \// \ \ \ \ \ PER SHEAR WALL SCHEDULE I @ (2)#4 HORIZ.@ TOP OF WALL \ \\ \\ \// /\\//\\//\\//\\// //\\//\ #4 HORIZ.@ 12"OIC @MID-DEPTH \�\\ \\ \ \/\\/\\/\\/\\/ /\\/ #4 HORIZ.@ 12"O/C @ MID-DEPTH 5 " I #4 @ 48"0/C (1)#4 @ BOT.OF WALL /\/�\/\\�\\ \�\\� VERT.REINF.PER SCHED. �� \��\�\\�\\ \/\/ VERT.REINF.PER SCHED. A.B.PER w \ \� O O SHEAR WALL SCHD a -��, ! w/ TD.HOOK SLAB ON GRADE _ (c�MID-DEPTH OF WALL = @ MID-DEPTH OF WALL 2x6 P.T.MUD SILL. USE MIN.3x @ WALL '� O O d+ TYPES"C"&"D" (2)#4 HORIZ.@ TOP OF WALL � _ = O Op I O #4@48"0/C (1)#4@BOT.OF WALL --- ----------- --------------------- = DOWELS w/STD HOOK w pp ,,, DOWELS w/STD HOOK TO MATCH VERT STEEL TO MATCH VERT STEEL C� R w/STD.HOOK 4"SLAB ON GRADE #4 VERT.W/STD HOOK @ 48" z -- �' w LAP 30 BAR DIA W LAP 30 BAR DIA co PROVIDE 4 LEDGE @ --------------- FOOTING REINF.PER z g'� FOOTING REINF.PER z g" O co MASONRY VENEER 0.C EA FACE � (Yko . " SCHEDULE � SCHEDULE O O MIN 6 MIL VAPOR w w �O BARRIER Q 'TOE" Q °C "TOE" Q -------____ w FINISH GRADE w FINISH GRADE W --- R-15 RIGID INSULATION -i � ►`� q STRIP FOOTING PER PLAN WRAPPED IN 6 MIL VAPOR go BENEATH HEATED ENTRY � O � O FILTER FABRIC 1 4 BARRIER (2)#4 CONT. R-15 RIGID INSULATION 11_1" STRIP FOOTING PER PLAN (2)#4 CONT. BENEATH HEATED ENTRY (2)#4 CONT. "+ 2'-3" .P: .titi'I'� r5.rsi". . .`. •t•$•. x "�..'Y.si :. -.a .•',!.' • ,:�• y', "W"" W13TH 6"COMPACTED 6"COMPACTED • GRANULAR FILL GRANULAR FILL C.) (`_l� TYP STRIP FOOTING SLAB 2 TYP COMMON WALL FOOTINGr3_'� INTERIOR GrxmDE BEAM SLAB (` 4 FOUNDATION RETAINING WALL 5 SITE RETAINING WALL �S-631411= 1._0,. S-6 3/411 = 1._0.1 S-6 3/411 = 1._0.. S-6 3/4.1 _ 1._0.1 %S-6 3/411= 1._0.. b0 SILL PLATE NAILING SIMPSON HOEDOWN SEE PLAN PER SHEAR WALL SCHED. �+ FRAMING MEMBER FOR TYPE AND LOCATION.SEE Q) HOLD-DOWN SCHEDULE FOR MEMBER SIZE,NAILING AND DRIVEWAY FLOOR BEAM 4 ANCHOR BOLT REQUIREMENTS. PAVEMENT FLOOR SLAB SEE PLAN #4 VERT MIDPOINT O (2)#5 VERT EA FACE EA END #3 TIES(3)@ 3"O/C TOP 6"0/C TYP 1Y2"CLR.TYP. z c� ANCHOR BOLT PER `T A S L �° N PRO HOLDDOWN Fac SCHEDULE JOIST PER PLAN �5I N �,�\l 1'6 1&® • • • 1Y"R!MBOARD @ BEAM PER PLAN EXT.WALL SIMF'SON H6 EA SIDE OR SIMPSON FACE MOUN 14855 to POST CAP PER PLAN A JOIST HANGER TYP FOUNDATION WALL 2x8 P.T.NAILER. ATTACH °° #3 STIRRUP @ 12" • ® •oo w/0.145"0 P.A.F OR%s"x 3" (2)2x6 STUDS @ 1%"BEAM, � CONCR.EXP.ANCHORS @ • • (3)2x STUDS @ 4x OR OREGON — — — —— T 1611 OIC GREATER BEAM, ?'9,Q °`. i a, THICKEN FTG 0 12" @ OR POST PER PLAN HDUll HOLDOWNS 2'-0" E • �v� (3)#5 TOP &BOTTOM EXPIRES 12-31-2011 6 TYP.HOLDOWN INSTALLATION S_6 7 0 PIER SECTION s PIER FOOTING SECTION 9 TYP BEAM SUPPORT 10 TYP JOIST BEAM 3/4 — 1 Z S-6 1-1/21.= 1._0.. S-6 1-1/2..= 1._0.. S-6 3/4= 1 -0" S-6 3/4"= 1 1_011 0 r 0 6" V-3"ROUGH OPENING 6" SIMPSON HGLBA-5.25 BEAM SEAT w TRIM BEARING PLATE TO 8"MATCH R A WALL THICKNESS AS REQ'D 0 0 0 TYPE"X"--N. cn (2)#5 VERT TT hh (3)#3 TIES @ 3" GYPSUM BOARD 1 V TYP EA END 2 CLEAR TO FACE I t-� " M OF STUDS FIRE BLOCKING NAILED T01 CLi SIDE-SPACING @ 10'-0' OIC j HORIZ&VERT(SEE OSSC PLUMBING SECTION 708.2.2) 2-HR MEMBRANE ! 4'-0"MIN w/'%2"FIRE RETARDANT 4'-0"MIN FIRE-RETARDENT PENETRATION PENETRATION 10 PLYWOOD w/NO PENETRATIONS ° PLYWOOD w/NO PENETRATIONSFIRESTOP WALL (1)#4 VERT DOUBLE ROW OF 2x6 STUDS 2 LAYERS%"TYPE"X° OR OPENINGS ALLOWED I OR OPENINGS ALLOWED "MODIFIED"2-HR @ GYPSUM BOARD ON EA FACE TYP @ 24"O/C ON SEPERATE 2x4 OVERFRAMING j WALL TYP 7 OCCUPIED SIDE TYP „ PLATES w/2R CLEAR ! @ CRICKET 2"CLEAR TO j 2x4 STUD WALL w/2 LAYERS 5 S-6 1 "RIMBOARD CONT. j 16d 6"O/C FACE OF STUDS j TYPE"X"GYPSUM BOARD A PLAN B PLAN0 y ! @ EXTERIOR SIDING a W/(2)LAYERS%"TYPE X j #3 TIES @ GYPSUM WALLBOARD j EDGE NAILING PER SHEAR w 6"OIC TYP WALL SCHEDULE TYPPLYWOOD 8d @ 16d TOENAILS %"PLYWD. NON-RATED 32 6"O/C @ 6"O/C TYP DBL 2x6 BLOCKING �. " BTWN JOISTS SHEATHING I VENT CRICKET W/MIN 8 ml x 12"OPENING @ 48" %"TYPE"X" �,/ � [-� U) DOWELS TO MATCH CONT.BEVELED RIM A35F @ 24"O/C (3)2x4 STUDS GYPSUM BOARD RIPPED FROM 2x I %"TYPE"X" VERT STEEL RIM TO TOP PL i GYPSUM BOARD o W NAILED TO 1 SIDEN E-� 00 A A W CONT.MINERAL WOOL FIRESTOP. ELECTRICAL � � Q 4 FLOOR s " EDGE NAILING PER @ @ PENETRATION O SALB 14 OPEN WEB JOISTS PROVIDE EA CEILING LEVEL a SHEAR WALL SCHED. STEP IN FLOOR HEIGHT BTWN UNITS (POWER,PHONE, ELECTRICAL S-6 g � " TOP CHORD BEARING10 11/ I-JOISTS DOUBLE 2x6 TOP PLATE CABLE OR SIM. PENETRATION CONT.MINERAL WOOL FIRESTOP. SHEAR WALL SHEATHING0 . I PENETRATIONS (POWER,PHONE, LzU1 PROVIDE @ EA FLOOR LEVEL&@ o 0 PER PLAN&SCHED. I CABLE OR SIM. DOUBLE 2x6 TOP PLATE STEP IN FLOOR HEIGHT BTWN UNITS DOUBLE ROW OF 2x6 STUDS 0 5 11 R q 2 LAYERS%"TYPE"X" PENETRATIONS o . A35F @ 24"O/C @ 24"O/C ON SEPERATE 2 LAYERS/ TYPE X G 0 SHEAR WALL SHEATHING RIM TO TOP PL PLATES GYPSUM BOARD ON GYPSUM BOARD f4 PER PLAN&SCHED. OCCUPIED SIDE TYP 5 PLAN PLAN 2 LAYERS q "TYPE X" (2)LAYERS%"TYPE"X" C 1 C2 GYPSUM BOARD ON NOTES: GYPSUM BOARD NOTES: OCCUPIED SIDE TYP 1. SEE A-7 FOR DETAILS NOT SHOWN NOTE: 1. SEE A-7 FOR DETAILS NOT SHOWN 2. PROVIDE SOUND INSULATION w/STC>45 EACH SIDE Cl AND C2 REFER TO ELECTRICAL PENTRATIONS ON 2. PROVIDE SOUND INSULATION w/STC>45 EACH SIDE OPPOSITE SIDE OF THE WALL SPACED LESS THAN OR 335-1010-01 3. 113/a"WIOSTS @ 2ND FLOOR,14"OPEN WEB JOISTS @ 3RD FLOOR EQUAL TO 24"O/C - 2'-0"WIDE x 13'-0"LONG x 20" DEEP FTG w/(3)#5TOP&BOT& 15 MEMBRANE PENTrx/ATIONS #3 STIRRUPS @ 12"OIC �,!-�61-1/211= 11-011 (*)�lCONCRETE PIER ELEVATION 12 PARTY WALL FLOOR 13 PARTY WALL ROOF 14 FIRE WALL UNIT OFFSET AA 3/4� 1'-0 S - 6 S-6 = " S-6 3/4°= 1._0.. • S-6 N.S.T. S-6 3/4..= 1���� A PLAN CHECK,VALUE EGRING MEB 2/17!11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 PLATE SPLICE (10)16d NAILS EACH SIDE OF TOP PLATE SPLICE(ALL NAILS INTO COMMON MEMBER) o N - SIMPSON STRAP PER PLAN SILL PLATE NAILING PER SHEAR AD JOIST @ SHEAR WALL SIMPSON STRAP 0 WALL SCHED. SIMPSON STRAP PER PLAN WRAP AROUND BEAM SILL PLATE NAILING PER PER PLAN SILL PLATE NAILING PER SHEAR WALL SHEARWALL SCHEDULE 480 MIN. SCHED. USE 3x SILL PLATE @SHEAR PLATE DBL.WALL WALL TYPES"C"&"D" EDGE NAILING PER SPLICE PLYWOOD DECK SHTG. EDGE NAILING 16d @ 4"OIC SHEARWALL SCHD. j WALL STUDS TOP PLATE EDGE NAILING PER SHEAR WALL PER SHEAR WALL SCHEDULESCHEDULE 1Y" RIMBOARD SIMPSON A34 PER I SHEAR WALL SCHED. WALL TOP PLATE SPLICE DETAIL(TYP.) 1,Y8" RIMBOARD PLYWOOD PLATE SPLICE OR LVL PER PLAN SHIM AS REQ'D -"----- PARALLEL L � SIMPSON MSTC40 04<73 BREAK IN SHEAR A 48"MIN. PANELS PLYWOOD BREAK IN SHEAR SIMPSON A34 PER SHIM AS REQ'D O PANELS SHEAR WALL SCHED. EDGE NAILING FLOOR JOIST 0 O 2x BLOCKING @ 48"O.C. 16d TOENAIL EACH PER SHEAR WALL SCHEDULE FLOOR JOIST 1.4 pOp O O w/(2)16d NAILS EACH SIDE SIDE OF EACH JOIST 0 BEAM PER PLAN PER PLAN 0cq OF BLOCK&(4)8d NAILS w O 0 SPLATE PLICE DBL.WALL FROM FLOOR INTO BLOCK SHEATHING PER O cco TOP PLATE 16d TOENAIL EACH SHEAR WALL SHEATHING PER SHEAR O WALL STUDS SHEATHING PER SHEAR SIDE OF EACH JOIST SCHED. WALL SCHED. O w WALL SCHED. NORMAL JOISTS W oko o ALTERNATE WALL TOP PLATE SPLICE DETAIL PARALLEL JOISTS (Z O Cn W I. O •• 1 TYP TOP WALL PLATE 2 TYP EXTERIOR SHEAR WALL r3 TYP EXTERIOR SHEAR WALL 4 INTERIOR SHEAR WALL r5 TYP SHEAR WALL ON BEAM A S S-7 314"= 1'-0" S-7 314"= 1'-011 S-7 3/4"= 1 1-0"-7 314" = 1'-0" S-7 314"= 1'-0" • bt 2"CLEAR TO FACE I • 16 6"0/ OF STUDS Y"CD-X PLYWOOD EDGE NAILING d @ C 5�x 11%"LVL BEAM 9 16d @ 6"O/C PER PLAN ` OR OSB ROOF SHEATING A PER SHEAR WALL SCHEDULE SIMPSON STRAP PER 10d @ 4' OIC I 1Y8"RIMBOARD CONT. 8d @ 6"O.C. PLAN WRAP AROUND w/(2)LAYERS e"TYPE TRUSS TOP CHORD .� SIMPSON STRAP OR HOEDOWN RIM BOARD PLYWOOD DECK SHTG. VENT BLOCKING A35 @ GYPSUM WALLBOARD SIMPSON 24"OIC Q � PER PLAN USE SINGLE HEAVIER HGUS5.5/12 \ STRAP OR HOEDOWN FROM 2x4 RAFTERS HANGER �J INTERSECTING SHEAR WALLS SHEATHING PER PLAN @ 24"O/C r &SHEAR WALL r SCHEDULE f BOTTOM CHORD STAIR TREAD f 't PROFESS SIMPSON H2.5A TIE J/ EACH RAFTER BACKING 3Y x W LSL Ilk SI SON HANGER TYP EDGE NAILING PER 2x6 PARTY WALL NOTSHOWN SHEAR WALL SCHEDULE 16d TOENAIL EA.SIDE 14855 (3)STRINGERS CUT FROM 5Y x 11%"CONT.RIM V4x 11%"LVL GAR DOOR DOUBLE 2x6 TOP PLATE OF TRUSS 2x12 w/2x6 STIFFENER,I 3y x 11%"LSL BEAM HDR CANT.PAST CONCR. SHEATHING PER r aSIDE,BOTH SIDES ON PER p�J WP+I-L SHEAR WALL SCHD. SHEAR WALL SHEATHING 2 LAYERS%"TYPE"X" 2x STUD WALL �OREGON� o (2)LAYERS%"GYPSUM CENTER STRINGER HUCQ412-SDS PER PLAN&SCHED. GYPSUM BOARD ON 'y,Q� 14, z ��� WALLBOARD CONT.BEHIND STAIR HANGER OCCUPIED SIDE TYP LIMITS ON SCREENED EAVE VENTS: E • By STRINGER SINGLE-SIDED WALL NOTE: ABOVE SHEAR WALL TYPES"C"&"D"-NONE ALLOWED SEE12/S-6 FOR TYPICAL PARTY WALL DETAILS SHEAR WALL TYPES"A"&"B"- EVERY 2nd RAFTER EXPIRES 12-31-2011 AKo`-6� RNER 8 SHEAR WALL CANTILEVER 9 SHEAR WALL CANTILEVER 10 SHEAR WALL EAVESTAIR DETAILSHEAR CO �n z A �-7 v �S-7 3/411 1 1.011 S7 1-1/211 11.011 S-7 1-1/2111 1.011 1-1/2"= 1'-0" �-73/411= 1 1.011 0 �l • 0 nw 2x6 CEDAR#1 TOP RAIL 44 CEDAR#1 POST @ 10'-0"MAX 2x8 P.T.LEDGER wl 4 2x2 VERT PICKETS 2x4 OUTRIGGER A6ILCEDAR#1 TOP %"x 4"LAG SCREWS 13WS MAX 4"CLEAR 4x12 BEAM BENEATH TS22 TWIST STRAP INTO RIM JOIST SOFFIT BOARD LET INTO TOP CHORD TOP CHORD 44 CEDAR#1 POST (6)12d NAILS INTO 12"O/C N V-7 SEE ARCH.DWG. gd 4"O/C ROOF TRUSS ' " @ 2x6 CEDAR DECKING @ 10-0MAX BLOCKING • w/(2)3"DECK s • SCREWS EA JOIST 2x2 VERT PICKETS LUS28 HANGER MAX 4"CLEAR N SIMPSON SP2 STUD � �U] 5 " SIMPSON A34 PER 2x4 BLOCK PLATE TIE JOIST ON S; s 7 THRU-BOLTS SHEAR WALL SCH SCHEDULE SHEAR WALL EA SIDE OF POST � \["'o \21.T �• I4x8 PT HF#2 BEAM EDGE 1 4 x 11 8 LSL BLOCKING SCHEDULE (3)16d BRACE TO BLOCK �� A34 CLIP ANGLE w DBL 2x8 JOIST @ EA SIDE BTWN BRACES LUS28 HANGER � END OF DECK w I., \ ..- 6x6 DF#2 POST HUC68 HANGER � GABLE TRUSS 2x4 DIAG.BRACE N ADD 2x8 BLOCKING 1 .n BLOCK ALL PANEL EDGES " I 4x12 P.T.HEM FIR (2)%"THRU-BOLTS POST •` 1 6x6 PT HF#2 �' 6 � @ 8-0 0 C #2 BEAM PER PLAN @ DIAG BRACE H 2x8 P.T.LEDGER w/%"x SIMPSON SP2 KNIFE PL w 4"LAG SCREWS INTO C P POST 2x8 RIM JOIST 4 STUD PLATE TIE BRACKET TYPA (� DBL 2x6 TOP PLATE A34 DIAG BRACE RIM JOIST @ 8"0/C o EA END -N 16 Q ADD 2x8 BLOCKING TO TOP PL BOTTOM CHORD 46 P.T.HEM FIR#2 —Y"x 5"x 10" 5 0 ROOF TRUSS @POST A34 CLIP ANGLE POST EA SIDE KNIFE PL w/(2) • �l "THRU-BOLTS SHEATHING PER SHEAR WALL ABA46 POST BASE w/ SCHED.EXTEND UP TO ROOF, Y2"x 4"EXP.ANCHOR = BLOCK ALL PANEL EDGES ;.•••-r.°. • ;i: ' 4x4 CEDAR#1 POST w/ Ya" 5"x 7"MOUNTING PL w/ 0 •' S•' SIMPSON SP2 STUD PL 2x8 RIM JOIST GABLED END(TRUSSES) '''--' �'�°:-•�:'.''' (4)3/8"x 4 LAG SCREWS REAR EXTERIOR WALL ;~'`; ;; .4 :,f r TIE TOP&BOT OF JOIST (2)%"0 THRU-BOLTS FTG PER PLAN wl KNIFE PLATE BRACKET G� SIMPSON EB46 POST E-I BASE 11 H AR WALL GABLES E �, 11_ 1_ 11 12 TYP DECK SECTION 13 TYP RAILING DECK POSTrl4DECK KNEE BrN^ & 16 _ _ �-73/4 - 1 0 A 335 1010 01 S-7 1/211= 11-011 S-7 3/411= 11.011 S-7 1/211= 1 1.011 S - 7 A PLAN CHECK,VALUE EGRING MEB 2/17/11 PERMIT SET REV DESCRIPTION BY DATE 1/04/11 s J 3 50LID BLOCK ALL � ..._ aualiFu enarnee WGI e 6raucf� f�F �dav's s J 3 50LID BLOCK ALL is POSTS FROM ABOVE FILLER BLOCKING TO BEARING BELOW. PER TABLE ON INSTALL BLOCKS ' - INSTALLAITON GUIDE .SQUASH OAPAR10, WOO c, - E ,: _ ---_•_,., . BEARINO AREA OF BLOCKS' €1 9 3'I BELOYSI TO POST ABOVE. OFFSET NAILS • 1 /5" GAP .. FROM OPPOSITE ...... ............. ._..:......,...,._:,, i:... VF ...._:.......,.....,....:,.......,__.._..,....._,....: .. 8..3 ...._.... _......_ .: BETWEEN TOP FACE BY b" FLANGE AND FILLER BLOCK" .. � -'. :. - .. .. .:: .-. .,.... ._.; . - ,vr� -: "•�ro.n��g¢�: gy=yypp �..,�» : `w r ;i �&�.: 'ail F'dJ�tl J 3 . is l€ ........ c, - E , v €1 .. I._ ...... ............. ._..:......,...,._:,, i:... VF ...._:.......,.....,....:,.......,__.._..,....._,....: .. 8..3 ...._.... _......_ .: EL B1 J I— .:J.1.. ...._. ....:: tL� . . _... tom. L GE D K R F LL BLOCK E 17F5/GN - T TH15 FLOOR 5Y5TEM WN DE516NED TO MEET OR: EXCEED THE LIVE LOAD DEFLECTION CRITERIA F L/450 FL OCR L CAVING: 40p5f LIVE LOAD 1 2p5f DEAD LOAD r SOLID BLOCK ALL I i POSTS FROM ABOVE FILLER BLOCKING f t 1 1 TO BEARING BELOW. PER TABLE A ON INSTALL 5QUA5H BLOCKS INSTALLAITON GUIDE I_ i'rlR p BELOW TO POST ABOVE. OFFSET NAILS 1 /8" GAP FROM OPP051TE BETWEEN TOP FACE BY 6" L GE D K R F LL BLOCK E 17F5/GN - T TH15 FLOOR 5Y5TEM WN DE516NED TO MEET OR: EXCEED THE LIVE LOAD DEFLECTION CRITERIA F L/450 FL OCR L CAVING: 40p5f LIVE LOAD 1 2p5f DEAD LOAD r I i I f t 1 1 E I_ t p h , 1 1 , : _... _ W- ........ ........ r 0 El 1 _ ...... IL cv ...>...: .......::: ..::... ...::... .::...............................f 1 U.. : 1 r 1 ." ............. : M.. : t` FT1 r 00 :Y ... ..,.. .-...,... .... .: a ...........>.. y a Vie. •: Tll—,: : .. .: t ................ �) _ W Z . .,:.0 ......... ,. ... ..: ..,. ... ..... .. .... .,. ,. ... a ... ...... _ Pis„. FT1 Fm: O _ '{✓.:%' : 5 1 ... ... 4 . - '{✓.:%' : 5 1 ... ... FT2. fes' f r FT'2' t v r 4 FG .. t .. .. ... :. .. '.. .... ..... ... ... . :.. ... .. ..... .. 3 ,.. 21 I , : F T1 . ,