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Plans FF/I72020- O/ /252.53sWagoO1 .1 i PROPERTY OWNER Steven Arms 12530 SW Brookside Ave Tigard,OR 97223 pFFICIE COPY EX SANITARY SEWER LATERAL J(<, PROPERTY ADDRESS 12528 SW BROOKSIDE AVE TIGARD, OR 97223 EX WATER METER AND SERVICE LINED __SWProperty ID:2S102BC00111 Zone: R-4.5 004 County:Washington E- 178' 15"DIA TREE State: OR PROVIDE PROTECTION 002 005 PROJECT INFORMATION 18" DIA TRH " : 15" DIA TREE PROV 2 E PROTECTION '' ; OR BCD Approved Prefabricated Structure by Wolf Industries liallW . PROVIDE PROTECTION Permitted as and ADU ` ipii '- DOUBLE 24"DIA TRUNK 001 — — �- �� , PROVIDE PROTECTION Existing Coverage: - 1032 s.f. 24"DIA TREE ———— ► � - PROVIDE PROTECTION 57'-8" �� - Existing paving/hardscape-250 s.f. \ `•� New structures-311 s.f. �, \ O New paving/hardscape- 15 s.f. E-179' • N \ Total imperivious coverage- 1708 s.f. 151-0 � Z �\ N. ,,,,, 59'-10" < Lot size-9037 s.f. v 15'-3' SCRUB/BRUSH Coverage- 18 '')\ EXISTING SINGLE FAMILY �y �('1 '-3" NO PROTECTION REQ'D • �A RESIDENCE 1 1032 SO FT 7'-0" m \ CONTACT INFORMATION �. N 34' \ o \ 114 TIGHT GROUP OF TRUNKS Permit-It, LLC 003 \ \r„... xp 30\4' 3"TO 5"DIA Kirsten Lyons 20" DIA TREE N — \ 1436 A Street, Suite 105 poRCM S °o \ t NO PROTECTION REQ'D Washougal,WA 98671 PROVIDE PROTECTION c \ 5'-0" g 29,-9.. 6" E- 178 (360)326-8870 x204 5,� 25._0.. vkirsten@permit-it.com N. a 110'-6" \N 7 5� 4,,NIIIIIIIIHIIirAiMlio.- SILT FENCE (EROSION CONTROL) LEGEND i i FFE- 179.5' — — PROPERTY LINE //i SETBACK GAS N. / / POWER // -4" SEWER 7 / WATER / _.` TREE PROTECTION FENCE 5'-0' . 'r. . : PERVIOUS SURFACE: iii1 de"- . . ASPHALT/CONCRETE/GRAVEL SCRUB/BRUSH ON NEIGHBORING PROPERTY NO PROTECTION REQ'D EX OVERHEAD POWER LINE ---"` - E- 179 SITE PLAN CAI_ OF TIGARD SCALE: 1 " = 20' H,.7 ;. dad by Planning NOTES: Date: 11-tt-til® -Public sewer connection-no on site septic -Public water connection-no on site well 'flitials: SC cSPtil 2.020-00 cJJ /25 43 £H/13"eitYKSI Ph"- ' M704-18-59760 r Oregon Building Codes Division Plan RnNew lol Code Compliance Plan:APPROVED General Notes APPROVED IBy Randy Rudy at 1:18 am,Jan 21,2018 peon nor a mowing yermrt WOLF INDUSTRIESINC INOTICE iannrs.nn.,no N NOTICEI THESE APPROVED PLANS SHALL JAN 2 2 2020 MODEL B BE KEPT ON SUCH BUILDING OR !� q� 6 � WORK AT ALL TIMES DURING : y WHICH THE WORK AUTHORIZED t � �`, ,/ �s THEREBY IS IN PROGRESS l�;adIN !VISION 10'x30' FACTORY ASSEMBLED TINY HOUSE UNTIL FINAL INSPECTION OFFICE COPY CODE COMPLIANCE THESE PLANS WERE DESGNED TO COMPLY WITH THE FOLLOWING CODES ORSC 2017 INDEX OF PLAN SHEETS OESC 2017 SHEET # SHEET TITLE OPSC 2017 Al FLOOR PLAN OSSC 2014 A2 ELEVATIONS OEESC 2014 A3 FOOTING AND FOUNDATION PLAN A4 FLOOR FRAMING PLAN OMSC 2014 A5 WALL FRAMING PLAN A6 LOFT FRAMING PLAN DESIGN CRITERIA A7 ROOF FRAMING PLAN -OCC: R-3 A8 SECTION AT BEDROOM -CONST TYPE: VB A9 SECTION AT BATHROOM -USE: SFR Al HVAC PLAN -SEISMIC DESIGN CATEGORY: D All PLUMBING PLAN -SEISMIC SITE CLASS: D Al2 DWV PLAN -ROOF LL: 30PSF A13 DWV ISOMETRIC Firm Name and Address Wolf Indtries -WIND LOAD/EXP: 145/B A14 WATER HEATER DETAIL PO Box 2410 -FLOOR LL: 40PSF Al 5 ELECTRICAL FLOOR PLAN Battle Ground, WA 98604 -DISTANCE TO NEAREST BLDG/PROPERTY LINE: MIN A16 ELECTRICAL PANEL SCHEDULE REQ'D BY AUTHORITY HAVING JURISDICTION (ALL A17 ELECTRICAL ONE LINE DIAGRAM SIDES) Al8 DETAILS SHEET 1 Project Name and Address A19 DETAILS SHEET 2 MODEL B TABLE N1101.1(2) ADDITIONAL MEASURES A20 DETAILS SHEET 3 ENVELOPE ENHANCEMENT: OPTION 5 S1 STRUCTURAL SHEET 1 CONSERVATION: OPTION C S2 STRUCTURAL SHEET 2 S3 STRUCTURAL SHEET 3 Project Sheet S4 STRUCTURAL SHEET 4 Date 0 Scale N/A J ow U1/31/2016 M704-18-5976D 30'4" / General Notes PLUG-IN TYPE PROPANE DETECTOR 18"x30"UPPER CABINET PACES" STAINLESS STEEL 2 BASIN SINK MONO. MAX 1.75 GPM FAUCETHALL 30"x12"UPPER CABINET WINDOW 05 F(2017 WALL HUNG LAVATORY 30"MICROWAVE RANGE HOOD ORSC R304.1) MAX 1.0 GPM FAUCET 1000W MICROWAVE 1A:10BC FIRE EXTINGUISHER LOCATED IN CABINET BENEATH SINK GAS TANKLESS OUTDOOR WATER HEATER MIN 200CFM RANGE HOOD GRANITE COUNTERTOP MOUNTED ON EXTERIOR WALL - HAUSTED TO EXTERIOR 12"x30"UPPER CABINET UNDERFLOOR ACCESS SEE SHEET 14 FOR DETAILS WINDOW 04 CLOSET LOCATION OF ELECTRICAL PANEL SHALL BE PROVIDED MAX 120000 BTU 30"GAS RANGE RINNAI V53eP OR SIMILAR MAX 60000 BTU FROM EXTERIOR 11'-11 - 5'-5Y" 12'-11" THROUGH FOUNDATION 12"ROUGH IN TOILET i k., ( / \ (2017 ORSC R408.4) \- IrMI �_M�'��'1•r/� ) 11. O O " of I 0 II 18"LOWER CABINET k' O O ` _ ° 4'-11" : INK.:ASE CABINET �' f .1+ / "' / v / 24"LOWE� "S1 2"GAP BETWEEN I 14 / WINDOW 06 RANGE AND WA r BEDROOM \ BATH OM .,- —KITCHE ioR L ING ROOM �� 87 S.F. \ �' 61S.F. � 14,_3„ B DROOM DOOR 71S.F. 9K BTU MINI SPLIT OUTDOOR UNIT 1 WINDOW 03 ( al, n 1 �_ i'� I I I I \ \ 12'-7%<" \_._ %4" s-2/4^ „.\ /\ 30"X60"FIBERGLASS TUB SHOWER WASHER/DRYER ENTRY DOOR WINDOW 01 WINDOW 02 QUEEN SIZE BED MAX 1.75 GPM HEAD 27"Wx32"Dx72.5"H 30"WIDE REFRIGERATOR HARDWIRED SMOKE DETECTOR WITH BATTERY 9K BTU MINI SPLIT INDOOR UNIT BACKUP CAPABLE OF MAINTAINING ALL KIDDE FIRE-X 14618 OR SIMILAR I\— HABITABLE ROOMS AT A INSTALL NEED: OT MORE THAN 12"BELOW CEILING MINIMUM OF 68 DEGREES F HARDWIRED PHOTOELECTRIC SMOKE/CO DETECTOR WITH BATTERY BACKUP KIDDE KN-COPE-I OR SIMILAR Firm Name and Address Wolf Industries WINDOW SCHEDULE PO Box 2410 LABEL WIDTH HEIGHT OPERATION FRAME GLASS SILL HEIGHT Battle Ground,WA 98604 DOOR SCHEDULE 01 4'-0" 4'-0" SLIDER VINYL TEMPERED,U-0.30 30" LOCATION WIDTH HEIGHT DOOR FRAME HARDWARE NOTES 02 4'-0" 4'-0" SLIDER VINYL ANNEALED,U-0.30 30" 03 5'-0" 1'-6" PICTURE VINYL ANNEALED,U-0.30 60" Project Name and Address ENTRY 3'-0" 6'-8" FIBERGLASS WOOD ENTRY WITH DEADBOLT MODEL B BEDROOM 2'-8" 6.-8" HOLLOW CORE WOOD BED/BATH UNDERCUT DOOR}"MIN 04 4'-0" 4'-0" SLIDER VINYL ANNEALED,U-0.30 30" 05 3'-0" 3'-0" SLIDER VINYL ANNEALED,U-0.30 42" BATHROOM 2'-8" 6'-8" HOLLOW CORE WOOD BED/BATH UNDERCUT DOOR}"MIN 06 2'-0" 3'-0" SINGLE HUNG VINYL TEMPERED PEBBLED,U-0.30 42" ( ) Project Sheet MODEL B FLOOR PLAN Date Al Scale: 1/4"= 1'-0" Scale 1/4"= 1'-0" ;> U 1/31/2018 M704-18-5976fl General Notes PLUMBING VENT CEDAR SHAKES,TYP AT GABLES _..--- ASPHALT SHINGLE OR SHEET METAL ROOF,TYP FIBER CEMENT LAP SIDING,TYP PLUMBING VENT -miiiiiiiii i■■■■■■li IIIII .i1■■■■■■■■■■■■■I1� 111IIII111111 ��� 1 / I ' o _ �al�� = ad mom tea— - 0I HEAT PUMP DISCONNECT EXTERIOR CONVENIENCE RECEPTACLE HEAT PUMP OUTDOOR UNIT HVAC CONDENSATE DRAIN OUTDOOR RECEPTACLE PORCH LEDGER,10'WIDE(PORCH/STAIRS BY OTHERS) SECTION OF FLAT FIBER CEMENT PANEL FOR MOUNTING HVAC EQUIPMENT DRYER VENT(ALTERNATIVELY EXHAUST ( ) THROUGH FOUNDATION WALL(BY OTHERS)) MODEL B LEFT ELEVATION Scale: 3/16"= 1-0" MODEL B FRONT ELEVATION Scale: 3/16"= 1'-0" PLUMBING VENT BATHROOM FAN EXHAUST alb'bliti l r l l r l g g 1 i I 1= II II Firm Name and Address Wolf Industries 1.1 TANKLESS WATER PO Box 2410 HEATER EXHAUST — Battle Ground,WA 98604 _�_� OUTDOOR WATER HEATER RINNAI V53eP OR SIMILAR D Project Name and Address f \— MODEL B PROPANE GAS CONNECTION MICROWAVE RANGE HOOD EXHAUST EXTERIOR CONVENIENCE RECEPTACLE (-- MODEL B RIGHT ELEVATION MODEL B REAR ELEVATION Project Sheet Scale: 3/16" = 1'-0" Scale: 3/16"= 1'-0" Date A2 Scale 1/4"= 1'-0" J U7 a 01/31/2018 '/1704-18-5976D General Notes SEE STRUCTURAL PLANS FOR FOOTING AND FOUNDATION OPTIONS Firm Name and Address Wolf Industries PO Box 2410 Battle Ground, WA 98604 Project Name and Address MODEL B MODEL B FOOTING AND FOUNDATION Project Sheet Scale: 1/4"= 1'-0" Date A3 Scale 1/4"= 1'-0" J a III i M704-18-5976D General Notes 30'-4" / / 16'-0" 14'-4" / / / cn 0 5'-6" / 10-4" i 2x8 RIM JOIST,TYP START JOIST LAYOUT FROM HERE TRIPLE JOIST HERE 2x8 JOIST @ 16"OC DOUBLE JOIST HERE 2x8 STIFFENER AT RIM JOIST SPLICES,TYP C ) FLOOR FRAMING PLAN Scale: 1/4"_ 'i'-0" Firm Name and Address Wolf Industries PO Box 2410 4"TONGUE AND GROOVE OSB SUBFLOOR Battle Ground,WA 98604 r VISQUEEN VAPOR BARRIER BELOW SUBFLOOR 2x8 RIM JOIST ALL PENETRATIONS SEALED WITH SPRAY IN FOAM /— Project Name and Address \__ MODEL B 7}"FIBERGLASS BLOW IN BATT INSULATION FOR R-33 z"OSB SHEATHING / \ \ MODEL B FLOOR FRAMING ELEVATION Project Sheet -// Scale: 1/4"= 1'-0" \ Date A4 Scale 1/4"= 1'-0" J (n 0 U 1/31/2018 M704-18-59761 General Notes PULL STUD LAYOUT FROM INSTALL DOUBLE 2x4 HEADER OVER TOP OF CLOSET OPENING ERE FOR THIS WALL PULL STUD LAYOUT FROM I I PULL STUD LAYOUT FROM HERE FOR THIS WALL I HERE FOR THIS WALL 3 rir) TYPICAL EXTERIOR WALL OPENING FRAMING: BACKING BELOW WINDOW, 7f — (1)2x6 KING STUD FULL HEIGHT OF WALL SEE"WALL 3"PLAN SHEET (1)2x6 TRIMMER STUD FULL HEIGHT OF OPENING (1)2x6 CRIPPLE STUD UNDER SILL(AT WINDOWS) 4x6 HEADER ON EDGE AT INSIDE OF WALL UNLESS NOTED OTHERWISE SPACE BEHIND HEADER INSULATED WITH I I I FIBERGLASS BLOW IN BATT,2 INCHES FOR R-8.5, PULL STUD LAYOUT FROM TYPICAL EXTERIOR WALL CONSTRUCTION: HERE FOR THIS WALL }"PLYWOOD,BOARD,OR GWB INTERIOR WALL SHEETING VISQUEEN VAPOR BARRIER BETWEEN INTERIOR PLYWOOD AND FRAMING 2x6 WALL FRAMING AT 24"OC,TYP TYPICAL INTERIOR WALL CONSTRUCTION: SINGLE 2x6 SILL PLATE FASTENED TO SUBFLOOR j"PLYWOOD,BOARD,OR GWB WALL SHEETING BOTH SIDES DOUBLE 2x6 TOP PLATE 2x4 WALL FRAMING AT 24"OC,TYP 5-1/2"FIBERGLASS BLOW IN BATT FOR R-24 SINGLE 2x4 SILL PLATE FASTENED TO SUBFLOOR OSB EXTERIOR WALL SHEATHING APPLIED WITH LONG DIMENSION HORIZONTAL DOUBLE 2x4 TOP PLATE WEATHER BARRIER R13 UNFACED FIBERGLASS BATT INSULATION AT SHOWER WALL EXTERIOR SIDING AND TRIM ALL PENETRATIONS THROUGH VAPOR BARRIER SEALED WITH SPRAY IN FOAM Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 Project Name and Address MODEL B MODEL B WALL FRAMING PLAN Scale: 1/4"= 1'-0" Project Sheet Date A5 Scale 1/4"= 1'-0" J 01/31/2016 • M704-18-5976D General Notes 2x6 LEDGER AT SHELF PERIMETER,SECURED TO WALLS W/(2) SDS i'x3}"SCREWS @ EA STUD,TYP a"PLYWOOD SHELF i"PLYWOOD SHELF 2x6 FACE BOARD,TYP 2x6 LEDGER AT(3)SIDES OF SHELF PERIMETER,SECURED TO Firm Name and Address EXTERIOR WALLS W/(2)SDS}"x3}"SCREWS @ EA STUD,TYP Wolf Industries PO Box 2410 Battle Ground, WA 98604 Project Name and Address MODEL B / MODEL B SHELF FRAMING PLAN Scale: 3/8"= 1-0" Project Sheet Date A6 Scale 1/4"= 1'-0" J In U 1/31/2018 M704-18-5976D General Notes 4x12 RIDGE BOARD 2x10 RIDGE BOARD 2x10 RIDGE BOARD TOP OF 2x10 SHOULD BE 4"HIGHER THAN TOP OF 4x12 2x4 x 36"COLLAR TIE,TYP @ EA 94"OVERHANG TYPICAL EVERYWHERE FRAMED SIDE GABLE WALL PER GABLE DETAIL,TYP PAIR OF FULL LENGTH RAFTERS FASTEN PER STRUCTURAL 44, START ALL RAFTER LAYOUTS FROM THE MIDDLE - = 2x6 FASCIA AND BARGE RAFTER,TYP ' P [ 1 - - FRAMED END GABLE WALL PER GABLE DETAIL,TYP 15'-2" 15'-2" .. / / / 2x8 BIRD BLOCKING,PERPENDICULAR TO RAFTERS,TYP INSTALL(2)SIMPSON A35S CONNECTING EACH BLOCK TO THE TOP PLATE,EQUALLY SPACED ON BLOCK,PER STRUCTURAL CENTER PEAK OVER DOOR AND WINDOW TYP ROOF CONSTRUCTION: }"WOOD CEILING 54"FIBERGLASS BLOW IN BATT(R-24) 2"SPRAY IN INSULATION(R-14) 2x8 RAFTERS @ 24"OC W/SIMPSON H2.5 AT OUTSIDE FACE OF TOP PLATE }"OSB ROOF SHEATHING FELT PAPER UNDERLAYMENT COMP SHINGLE OR SHEETMETAL ROOFING 6/12 PITCH,TYP Firm Name and Address . Wolf Industries PO Box 2410 ' -------4111.111°. -\,,,. ii„,., Battle Ground,WA 98604 Project Name and Address 9Y MODEL B TYPICAL CROSS SECTION MODEL B ROOF FRAMING PLAN Scale: 1/4"= 1'-0" Project Sheet Date A7 Scale 1/4"= 1'-0" J 0 U1/31/2018 M704-18-5976D General Notes ROOFING 2x10 RIDGE BOARD ASPHALT SHINGLES STANDARD,METAL PANELS OPTIONAL 2x4 RAFTER TIE,TYPICAL AT EACH RAFTER,SEE ROOF FRAMING PLAN i"T&G WOOD CEILING "A/C PLYWOOD SHELF FLOOR TYP ` 2x8 RAFTER @ 24"OC,NOTCH ENDS FOR SOFFIT BOARD N th \ DOUBLE 2x6 TOP PLATE "/ 2x8 BIRD BLOCKING \ ` 2x6 FASCIA BOARD Zt X 1I \ \— SOFFIT BOARD 2x6 LEDGER BOARD FOR SUPPORTING SHELF,TYP EXPOSED AT INTERIOR 2-6" ♦ / 2X6STUDSAT24"OC 2X4 STUDS AT 24"OC o b '� START LAYOUT HERE / , 3 2-10 Firm Name and Address LOWER 4'SHEET OF i'OSB WALL SHEATHING OVERLAPS RIM BOARD BY 1 Wolf Industries R \ \ PO Box 2410 —4,(I )?,:‹ Battle Ground, WA 98604 10'-3" 2X8 RIM BOARD / 2X8 FLOOR JOIST @ 16"OC Project Name and Address MODEL B i"T&G SUBFLOOR MODEL B SECTION AT BEDROOM FACING LIVING AREA Project Sheet Scale: 1/2"= 1'-0" Date n Q Scale „V 1/2"= 1'-0" J N o 01/31/2018 M704-18-5976D General Notes *"NC PLYWOOD SHELF FLOOR TYP . 1 I X X 2x6 LEDGER BOARD FOR SUPPORTING SHELF,TYP 2-6" 2'-6" EXPOSED AT INTERIOR I 2X4 STUDS AT 24"OC ^ START LAYOUT HERE 3'- " 2'-10" 3'-2 / / / / Firm Name and Address Wolf Industries PO Box 2410 Battle Ground, WA 98604 10'-3„ Project Name and Address i"SUBFLOOR MODEL B MODEL B SECTION AT BATHROOM FACING LIVING AREA Project Sheet Scale: 1/2"= 1'-0" Date A9 Scale 1/2"= 1'-0" J In U1/31/2018 M704-18-5976D 'I General Notes 80 CFM BATHROOM EXHAUST FAN,MOUNTED IN WALL, EXHAUST THROUGH 4"DUCT USED FOR WHOLE HOUSE VENTILATION (INTERMITTENT) — CONTROLLED WITH SMARTEXHAUST SED-S _ OR SIMILAR FOR ASHRAE 62.2 COMPLIANCE • l 1 OUTSIDE UNIT MOUNTED I._ ON WALL HUNG BRACKET 9 r. Y____ KEEP FIRST HOLE THROUGH JOIST 8"FROM INSIDE OF RIM BOARD LINESETyf----------------------- . — R JN CONDENSAI E LINE OUT THROUGH RIM BOARD WALL MOUNTED INSIDE UNIT, — RUN LINESET INTO WALL HERE �- _ AND INS-ALL A 90 ELBO A TO TURN IT DDWN OENTERED ABO\E WINDOW TURN LINESET DOWN THROUGH SILL PLATE HERE RUN LINESET THROUGH FLOOR THROUGH 2"HOLES BORED IN MIDDLE OF FLOOR JOISTS ' \ 1 I SLOPE CONDENSATE LINE TO DRAIN MODEL B HVAC PLAN Scale: 1/2"= 1'-0" RUN LINESET THROUGH HOLE IN INTERIOR WALL HERE,THEN ENTRY DOOR HORIZONTALLY BETWEEN HEADER AND TOP OF WINDOW Firm Name and Address Wolf Industries PO Box 2410 5/0x4/0 SLIDER WINDOW WIRELESS THERMOSTAT(INCL WITH UNIT) Battle Ground,WA 98604 Project Name and Address MODEL B RUN CONDENSATE LINE / \ MODEL B HVAC WALL ELEVATION (FROM INSIDE) Project Sheet OUT THROUGH RIM BOARD AND INSTALL A 90 ELBOW Scale: 1/2"= 1'-0" A 1 0 TO TURN IT DOWN Date �/ V Scale 'kill ini�i -- - LINESET TO OUTDOOR UNIT J V) a U1/31/2018 M704-18-5976D General Notes PEX WATER CONNECTIONS }"PEX WATER FOR TANKLESS WATER HEATER CONNECTIONS FOR z"GAS CONNECTION FOR RANGE,60K MAX BTU GAS CONNECTION \\\ BATHROOM SINK FOR TANKLESS WATER \ 1 FU HEATER.120K MAX BTU PEX WATER CONNECTION 3"PEX WATER CONNECTIONS FOR KITCHEN SINK FOR TOILET 1.5 FU 2.5 FU I 4'' i"2„ i" i"FRESH WATER CONNECTION " 4" . S"GAS PIPE CONNECTION WITH SHUTOFF FOR CONNECTION TO EXTERIOR PROPANE TANK � � I Z" i" }"PEX WATER CONNECTIONS FOR SHOWER 4 FU 3"GAS CONNECTION FOR CLOTHES DRYER,25K MAX BTU 4"DRYER VENT THROUGH FLOOR IN DRYER ALCOVE AND OUT THROUGH EXTERIOR WALL APPROVED }"PEX WATER CONNECTIONS FOR CLOTHES WASHER 4 FU By Marcus Stovall at 7:49 am, Jan 17, 2018 BLUE=COLD WATER(ASTM F876/F877 PEX-A PIPE AND ASTM F1960 FITTINGS) RED=HOT WATER(ASTM F876/F877 PEX-A PIPE AND ASTM F1960 FITTINGS) ORANGE=GAS(BLACK IRON) Oregon Building Codes Division PLUMBING Plan Review for Code Compliance Firm Name and Address Plan: APPROVED Wolf Industries PO Box 2410 MODEL B PLUMBING PLAN Battle Ground,WA 98604 Scale: 1/4"= 1'-0" APPROVED WATER SUPPLY PIPING l DESIGN PRESSURE-30-90PSI Plan Reviewed By. Project Name and Address DEVELOPED LENGTH-30FEET MODEL B TOTAL FIXTURE UNITS-13 SERVICE SIZE PER TABLE 610.4-*" This Plan approval does not authorize any omission or MAIN SUPPLY LINE SIZE PER TABLE 610.4-3" deviation from requirements of any state or federal laws, BRANCH SUPPLY LINE SIZE PER TABLE 610.4-3"(RATED UP TO 6 FU AT 40') rules or regulations or any local ordinances. This approved plan is not a building permit. Project Sheet GAS PIPING TYPE:BLACK IRON Al 1 SIZE:PER PLAN Date JOINTS:THREADED SUPPORTS:16"OC WHERE RUNNING LONGITUDINALLY(AT EACH JOIST),AND MAX 72"OC Scale WHERE RUNNING TRANSVERSELY AND AT EACH TURN UP LOCATION USING METAL PIPE 1/4"= 1'-0" STRAPS SHUTOFF VALVES:IMMEDIATELY PRIOR TO EACH DEVICE CONNECTION(3 LOCATIONS) J V) 01/31/2018 M704-18-5976D General Notes 2x2x1i SANTEE, 2x2x2 CLEANOUT TEE,AND 2x1.5 2x2x13 SANTEE AND 2x2x2 CLEANOUT TEE 2"VENT THROUGH ROOF BUSHING 1i"VENT THROUGH ROOF 2"LT90 2"LT90 I I ,.;ILET DRAIN LAV DFAIN 4X3 TOILET FLANGE KITCHEN SINK DRAIN 3"LT 90 3"CONNECTION TO SITE SANITARY - 3x2 BUSHING 3x3x2COMBO - Oregon Building Codes Division 2" PLUMBING 2"90 2" 3"COMBO- - , Plan Review for Code Compliance I I Plan: APPROVED 2" APPROVED I 12"WYE WITH I Plan Reviewed By: By Marcus Stovall at 7:49 am,Jan 17,2018 ^CLEANOUT i 2"WYE WITHI I n 'COMB CLEANOUT 2„9\ 1 r — E�2"90 This Plan approval does not authorize any omission or J I 2" deviation from requirements of any state or federal laws, tiCOMB // I I rules or regulations or any local ordinances. This approved 2„9 2„f. 2" 2"90 plan is not a building permit. 2 Firm Name and Address Wolf Industries i` PO Box 2410 r Battle Ground,WA 98604 2"P TRAP * Project Name and Address TUB OR SHOWER DRAIN MODEL B WASHER/DRYER DRAIN , 2"LT 90 2"P TRAP 2x2x2 SANTEE MODEL B DWV PLAN Project Sheet 2"VENT THROUGH ROOF ( ) 3/4"= 1'-0" Date Al2 Scale 34"= 1'-0" J cn o 01/31/2018 M704-18-5976D 1 General Notes Oregon Building Codes Division PLUMBING Plan Review for Code Compliance Plan: APPROVED 2"VENT THROUGH ROOF r 1.5"VENT THROUGH ROOF APPROVED Plan Reviewed By: `By Marcus Stovall at 7:50 am,Jan 17,2018 2"VENT THROUGH ROOF This Plan approval does not authorize any omission or deviation from requirements of any state or federal laws, rules or regulations or any local ordinances. This approved 4x3 CLOSET FLANGE �2x2x1.5SANTEE plan is not a building permit. 3" LAV DRAIN 2"CLEANOUT TEE 2" YE WITH CLEANOUT 3x2 BUSHING T x1.5 BUSHING W 2"CLEANOUT TEE 3"LT90 2"LT 90 )1 2"90 2x2x1.5 SANTEE O 2'>>+ COMBO 2"9i 2 2"2,. e111111,11V3x2 1.590 COMB• I�� 1. " SHOWER DRAIN "LT 90 SINK DRAIN 2" 2A" 2"COMBO 2" 2"P TRAP _WASHER DRAIN Finn Name and Address 2x2x2 SANTEE 2"90 2" Wolf Industries 2'• _ PO Box 2410 2 P "�•• Battle Ground,WA 98604 2"LT 90 Project Name and Address MODEL B / MODEL B DWV ISOMETRIC 1/2"= 1,-0" Project Sheet Date n 1 3 Scale �-� N.A. J N 0 14 U1/31/2U18 M704-18-5976D General Notes WATER HEATER OUTDOOR MODEL RINNAI V53eP OR SIMILAR /e C CEMENT BOARD BACKER PANEL Qx4 CEMENT BOARD TRIM HOT WATER OUTLET COLD WATER INLET GAS INLET i"BRASS BALL VALVE t 1 i"xi"BLACK IRON BELL REDUCER NPT x}"FLARE ADAPTER Z"GAS SUPPLY LINE 1' I era 4"COPPER WATER SUPPLY LINES GAS SUPPLY,PER DETAIL ON PLUMBING PLAN RECEPTACLE IN OUTDOOR RATE BOX WITH OUTDOOR RATED IN-USE COVER FOR SUPPLYING POWER TO WATER HEATER 41 14Y2" / Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 \ l aY" „y.. Project Name and Address r a" s 4" MODEL B / / /- i"PRESSURE RELIEF VALVE ?"BRASS TEE CPVC DISCHARGE PIPE,EXTEND TO BETWEEN 6"AND 24"FROM GROUND MODEL B WATER HEATER DETAIL Project Sheet "PEX PLUMBING STUBBED OUT AND CONNECTED A 14 TO COPPER WATER SUPPLY LINES Scale: N/A Date Scale J (n a U1/31/2U18 M704-18-5976D General Notes .... 1111 airi S_:)c..4,:\./b. R 7' EXTERIOR CONVENIENCE PLUG,16"ABOVE l.4 rJ r 5 ABOVEBFL AB SUBFLOOR,PROVIDE OUTDOOR COVER n - r • u�'1 N O N rJ sr .a,` O� i7 t` • b . O <D F A -a, (V 'R O in irs �� (n N N N Y iss 0' / 51jiD7 i • s 'ii?z �s d ki Jots V 78" 16' 78" 0 48" 16" 48 0 16' CLOSET 16" 48' ittl iN 54" 9 54' 70". CENTER 124' 9 ABOVE CEILING MOUNT,CENTER ON WINDOW 1' SUBFLOOR ' ;i l _ APPROVED \ B 3'-5}2' 5i`� 48" By Ryan Bennett at 1:22 pm, Jan 16, 2018 5'-1y2- 9-,�'9 ("--------------L17:401 g -�- ,��{��J 5'-1}/2' 1>2"9�0' `Y10 16'1bT z CEILING MOUNT,CENTER ON RIDGE CEILING MOUNT,CENTER ON RIDGE )141111 6'9}7• 'Is A. ..,yyrille4,�8 STATE OF OREGON 1&_ ' DOUBLE POLE SWITCH PROVIDES % \ BUILDING CODES DIVISION SERVICE DISCONNECT MEANS `"'YY ELECTRICAL PLAN REVIEW FOR HEAT PUMP INDOOR UNIT ��-�}77 9 CENTER 12," tFF Ns ABOVE 10 SUBFLOOR 70. 14/2 WIRE 48' 16' 84" 8 • 16" 16' 16" ,{'�7 ,,µ{},�"I ��yJJ 10 10 10 Apprn va of these plans does not authorize or appgc.. SUPPLIES `�I 6fgl 48' dU p �, any i stun or deviation from the requirements o HEAT PUMP. ``!HY' 7liilT- +r state or federal law,rule,code or regulation or an :. DISCONNECT ordin:nre. INSTALLED HERE 0 1 �� -'an strewed By: 14/3 WIRE SUPPLIES 5 °' � \ ?: v' 19 INDOOR UNIT m in fo H N FROM HEAT m PUMP EXTERIOR CONVENIENCE PLUG,16"ABOVE SUBFLOOR,PROVIDE OUTDOOR COVER WIRE FOR PORCH LIGHT,CENTER ABOVE DOOR IN THE MIDDLE OF THE BELLY BOARD Firm Nome and Address I.� ; 1{yy�� Wolf Industries [ 14/2 WIRE,HEIGHT IS TO CENTER OF "HOLE SINGLE POLE SWITCH,HEIGHT IS TO TOP OF BOX }}jAff PO Box 2410 4 14/3 WIRE.HEIGHT IS TO CENTER OF?"HOLE $ DOUBLE POLE SWITCH,HEIGHT IS TO TOP OF BOX Battle Ground,WA 98604 12/2 WIRE,HEIGHT IS TO CENTER OF i"HOLE V COMMUNICATION OUTLET,HEIGHT IS TO TOP OF BOX O DUPLEX RECEPTACLE.HEIGHT IS TO TOP OF BOX Project Name and Address ROUND LIGHT BOX.HEIGHT IS TO CENTER OF BOX MODEL B MODEL B ELECTRICAL FLOOR PLAN xx=PANEL CIRCUIT NUMBER SCd18; 3/8"= 1'-0" Project Sheet GFCI=GROUND FAULT CIRCUIT INTERRUPTER EQUIPPED DEVICE ED • Date Al 5 Scale 1/4"= 1'-0" J (I) a 16 01/31/2018 M704-18-5976D General Notes 1 2 BREAKER BREAKER H MICROWAVE SPACE # SIZE TYPE WIRE SIZE HEAT RANGE HOOD 1 15A/240V STANDARD 14-2 3 4 PUMP KITCHEN PLUGS 2 20A/120V COMBO 12-2 CJ YTS 3 SEE 1 5 6 4 20A/120V COMBO 12-2 GARBAGE KITCHEN APPROVED DISPOSAL PLUGS 5 20A/120V COMBO 12-2 By Ryan Bennett at 1:22 pm, Jan 16, 2018 6 20A/120V COMBO 12-2 STATE OF OREGONBUILDING CODES DIVISION 7 8 ELECTRICAL PLAN REVIEW LAUNDRY BATHROOM PLUG PLUGS 7 20A/120V COMBO 12-2 8 20A/120V GFI 12-2 p rival of these plans does not authorise or pprcae a y tmission or deviation from the requiremen s cf any or federal law,rule,code or regulation or arty Iecal 1 ance. 9 LIGHTING: ALL PLUGS: BEDROOM Q PLUGS: EXT, LIVING LOFT, LIVING RO - 9 15A/120V COMBO 14-2 ==viewed ey ROOM, W/H SMOKE DETECTORS 10 15A/120V ARC FAULT 14-2 11 12 SPARE SPARE 11 SPARE Firm Name and Address Wolf Industries PO Box 2410 12 SPARE Battle Ground,WA 98604 PANEL A BRAND: SQUARE D Project Name and Address MODEL B MODEL: HOM1224M100PC RATING: 100A MODEL B ELECTRICAL PANEL SCHEDULE SPACES: 12 Scale: N/A MAX CIRCUITS: 24 Project Sheet Date Al 6 Scale N/A J to 0 01/31/2018 M704-18-5976D General Notes \ ` c PANEL A 100 A 120/240 VAC HOMELINE HOM1224M100PC 100 A FROM UTILITY OR MAIN PANEL O (3)2 AWG AI (1)4 AWG AI(IF COMING FROM MAIN PANEL) STATE OF OREGON BUILDING.CODES DIVISION ELECTRICAL PLAN REVIEW APPROVED By Ryan Bennett at 1r21 pm,Jan 16 2618 Appr 3v!of these plans does not authorize or app'ove any t mission or deviation from the requirements or a,y state or federal law,rule,code or regulation or an/It ca ordinan:e. c i a n Rediewed By: CD (1)#6 AWG Cu GROUND UFER GROUND OR ALTERNATIVE Firm Nome and Address GROUNDING PER LOCAL.CODES Wolf Industries • PO Box 2410 Battle Ground,WA 98604 Project Nome and Address MODEL B 0 MODEL B ELECTRICAL PANEL SCHEDULE Scale: N/A Project Sheet Date Al 7 Scale N/A J U) CI 18 01/31/2018 M704-18-5976D General Notes ROOF SHEATHING ROOF SHEATHING ROOFING UNDERLAYMENT(ROOFING ROOFING UNDERLAYMENT(ROOFING NOT SHOWN FOR SIMPLICITY) NOT SHOWN FOR SIMPLICITY) - SIDING SHEET METAL DRIP EDGE FLASHING SHEET METAL DRIP - - "GAP EDGE FLASHING r/ 2x1xy SHEET METAL"L"DRIP EDGE I FASCIA BOARD BARGE RAFTER X4 FIBER CEMENT TRIM OR SIMILAR WINDOW(DOOR AT SIM) MODEL B HORIZONTAL TRIM DETAIL MODEL B EAVE DETAIL MODEL B GABLE DETAIL Scale: 1-1/2"= 1'-0" Scale: 1-1/2"= 1'-0" Scale: 1-1/2"= 1'-0" • • Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 • Project Name and Address MODEL B Project Sheet Date Al Q Scale 8 N.A. J (n a U1/31/2U18 M704-18-5976D General Notes 2x10 RIDGE BOARD 2x8 RAFTER,TYP 2x4 COLLAR TIE PER STRUCTURAL }"OSB ROOF SHEATHING 5i"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING RAFTER CAVITY,R-4.4/IN,R-24 TOTAL 2"RIGID SPRAY IN INSULATION,R-7/IN,R-14 TOTAL ALSO PROVIDES CONTINUOUS AIR BARRIER ACROSS ROOF STRUCTURE AND TIES INTO WALLS.ALL PENETRATIONS INSTALLED AFTER SPRAY IN INSULATION SHALL BE SEALED WITH SPRAY IN INSULATION UNVENTED ROOF DESIGN 2x8 BIRD BLOCK T&G WOOD CEILING SHEATHING L _ APPLY SPRAY IN FOAM INSULATION DOWN OVER BIRD BLOCKS(END RAFTER AT GABLES) AND ACROSS WALL TOP PLATE TO JOIN WALL VAPOR BARRIER AND KEEP AIR BARRIER CONTINUOUS 1x4 TRIM BOARD 2x6 FASCIA Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 MODEL B TYPICAL ROOF AIR BARRIER AND THERMAL ENVELOPE DETAIL Project Name and Address Scale: 1"= 1'-0" Project Sheet Date Al 9 Scale N.A. J U1/31/2018 M704-18-5976D General Notes 2x8 RAFTERS @ 24"OC }"OSB ROOF SHEATHING 5i"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING RAFTER CAVITY,R-4.4/IN,R-24 TOTAL 2"RIGID SPRAY IN INSULATION,R-7/IN,R-14 TOTAL ALSO PROVIDES CONTINUOUS AIR BARRIER ACROSS ROOF STRUCTURE AND TIES INTO WALLS.ALL PENETRATIONS INSTALLED AFTER SPRAY IN INSULATION SHALL BE SEALED WITH SPRAY IN INSULATION \ APPLY SPRAY IN FOAM INSULATION DOWN OVER BIRD BLOCKS(END RAFTER AT GABLES) AND ACROSS WALL TOP PLATE TO JOIN WALL VAPOR BARRIER AND KEEP AIR BARRIER CONTINUOUS 2x8 BIRD BLOCK BETWEEN RAFTERS,TYP }"T&G WOOD CEILING 1x4 TRIM BOARD DOUBLE 2x6 TOP PLATE 2x6 STUDS @ 24"OC 5i"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING STUD CAVITY,R-4.4/IN,R-24 TOTAL }"PLYWOOD INTERIOR WALL SHEATHING VISQUEEN VAPOR/AIR BARRIER BETWEEN STUDS AND INTERIOR WALL SHEATHING, _I "OSB EXTERIOR WALL SHEATHING WRAP OVER TOP PLATE TO JOIN WITH SPRAY IN FOAM ROOF INSULATION TO MAINTAIN AIR BARRIER CONTINUITY.ALL PENETRATIONS IN VAPOR/AIR BARRIER SHALL BE SEALED WITH SPRAY IN FOAM,CAULK,OR GASKETS MADE FOR SUCH USE. CAULK BASE OF ALL EXTERIOR WALLS TO TIE WALL AND FLOOR AIR BARRIERS TOGETHER SINGLE 2x6 SILL PLATE "SUBFLOOR 2x8 RIM JOIST Firm Name and Address VISQUEEN VAPOR/AIR BARRIER BETWEEN FLOOR JOISTS AND SUBFLOOR Wolf Industries SHEATHING,END AT RIM JOISTS.ALL PENETRATIONS IN VAPOR/AIR BARRIER SHALL BE SEALED WITH SPRAY IN FOAM,CAULK,OR GASKETS MADE FOR SUCH USE. 7i"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING FLOOR JOIST CAVITY,R-4.4/IN,R-33 TOTAL PO Box 2410 Battle Ground,WA 98604 2x8 FLOOR JOISTS @ 16"OC }OSB SHEATHING Project Name and Address MODEL B MODEL B TYPICAL WALL AND FLOOR AIR BARRIER AND THERMAL ENVELOPE DETAIL Scale: 1"= Project Sheet Date A20 Scale N.A. J 0 21 U1/31/2018 M704-18-5976D • J LJ'I1 PROJECT STRUCTURAL NOTES: (STATE OF OREGON) TRIMMER HENRWILLL E.N.TYPICAL FRAMING ABOVE9' ASREQUIRED MIN.SHEARWALL LENGTH GENERAL INFORMATION: I I 1.GOVERNING CODE IS THE 2015 INTERNATIONAL BUILDING CODE AND 2017 OREGON STRUCTURAL SPECIALTY TA NEE STUD I.RO LOADS: \OUPER IIIIIA� INMLMHEADER U I.ROOF 30 PSF SNOW LOAD WITH SNOW DRIFT PLAN PLAN.Q.D I30 NOT SEE TNA i LOW FOR SIZE TO BE AL ii.FLOOR 40 PSF STAGGER Ex BETA. .- COUNTERSINK NO.OF, STUDS QD(2STUD wN1 0W MULTIPLE STUDS MIN,SHEARWALL LENGTH SHEAD INTOEND sANiRDio wAii�d Z - b.GROUND SNOW LOAD: 30 PSF E.N. IPI wEss isOw...,iTE,,,,,DIO SKID BLOCKING AT TRMaER STUD 1111 OIHERW 1- C.NAND LOAD: 145 MPH EXPOSURE B(LRFD) ALL PANEL EDGES -T r T-RT- - r�T- AT END OF WALL AS PLANS �/� d.SEISMIC LOAD: SEISMIC DESIGN CATEGORY:D IF I I' I REQUIRED TO - y> Nl&TIRE STUDS C R POST .1, COVER B SCREVH S. HEADER "• T MATT NO. SEISMIC SITE CLASS:D PER HQDOVa1 SCHEDULE Iu11 11 II II I �� II NAILS qR SpREN6 NAIL MU 'ESTU•+ , HEPDER TO MATCH NO.OF KING ,16d FIR $S=0.901 TOG MATH 1fid STUDS.USE R)THINNERS MIN. $1=6.412g SHEARWALL E• 1 � •CITING Q13•• ..TYPICAL KING STUD TO LEADERH NAILING(E N) Ilk1 `�, � 11 ILA/ PANEL EDGES ENO 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING L�� i �• �-• ce F WORK. FIELD NAILING(FN. d PIATF AT Q 4.SHOP DRAWINGS SHALL BE REQUIRED FOR REINFORCING STEEL,AND PREFABRICATED BEAMS OR AS I�� a.ENrRRs 4 REQUIRED BY REVIEV LNG JURISDICTION.SUBMIT 3 SETS OF DRAWINGS FOR REVIEW. P.T.su Pu ' f eaTCHUOF ' t,1-' (2)16d FIRS -AUER • KING sMl3 5.SHOP DRAWINGS,STAMPED BY A REGISTERED ENGINEER IN THE STATE OF OREGON ARE REQUIRED ON THE HOLM AN PER• I I I 11 I P111 EACH SIL • TE EACH ( m PREMANUFACTURED GANG-NAILED TRUSSES.SUBMIT 3 SETS OF DRANANGS AND CALCULATIONS FOR REVIEW. 'WHERE OCCURS I I Ili 1 I I I I I I I I I END To�Ena�i END 6.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS I OF EACH KING SHOWVN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW OF AOR AND EOR. TOP CF II II I I II II II II II ii •SPECIALINSPECTION: I ■I■�■I■II STRUCTURAL 1.SPECIAL INSPECTION REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS REQUIRED BY LOCAL � '' JURISDICTION. ELEVATION ••"eats z IE PER SARNLUL 2 FOUNDATIONS: SCHEDULE 1.FOUNDATION SIZES ARE BASED ON AN ASSUMED TOTAL LOAD BEARING PRESSURE OF 1500 PSF PER MIN.IBC NOTE: LENGTH HNC STUDS 0 REQUIREMENTS. VERIFY WITH GEOTECHNICAL REPORT IF GEOTECHNICAL INVESTIGATION WAS PERFORMED. SHEARWALL DETAIL ER� RIS,��,N el TYPICALWALL OPEN'G ELEVATION 2.ALL FOOTINGS SHALL BE PLACED ON FIRM,UNDISTURBED NATIVE SOIL OR ON ENGINEERED FILL COMPACTED 1"=1,-D' SOME REQUREMENIS MET `:6a 1 w TO MINIMUM OF 95%OF THE ASTM d 1557 DENSITY U.N.O.BY THE GEOTECHNICAL REPORT. > 3.BOTTOM OF ALL FOOTINGS TO BE EMBEDDED BELOW FROST DEPTH OR PER GEOTECHNICAL REPORT, INO" 5 l 21E O" 3 il WHICHEVER IS GREATER. y Lu REINFORCING STEEL: • ca 1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60. cad MAX. < 2.WELDED WIRE FABRIC TO BE PER ASTM A185. 4 3.PLACE 2-0X2-0 BARS AT CORNERS AND INTERSECTIONS. EQ���EQ 1'MINI �A,T•INN. o' 4.ALL REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE WITH ACI LM lD BATS IN EAg151LL sECIIDN 5°IPSOR SOEHEEA NNW SPIKING BETWEEN HOLES IS DETAILING MANUAL 315. IMMIMIIMP -11=11. 11'111=11.11111=al SIDE AT HOLE TWICE THE DIAMETER OF THE LARGEST 5.LAP ALL REINFORCING BARS MINIMUM 30". HOLE 6.SECURELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE. 1a 7.PROVIDE 3"CLEARANCE FOR ALL REINFORCING IN CONCRETE CAST AGAINST EARTH,2"FOR CONCRETE EXPOSED TO AIR,AND 1 1/2"FOR ALL INTERIOR EXPOSURE. .�ANCHOR �URe'qc ass MAK NOTES. o TYPICAL.SEE SHEARWALL I. SOLOING.CUTTING CONCRETE: SCHEDULE FqR OTHER SPACINGS 1"MIN.AFTER NA 1'MIN.AFTER THAN SHON OTHER THAN APPROVAUIRES L 1.ALL CONCRETE SHALL DEVELOP A MINIMUM 28-DAY LAB CURED COMPRESSIVE STRENGTH OF 2500 PSI. ^TSB^° +-s BORING BORING PIyDR��Q,��� 2.ALL EXPOSED CONCRETE TO HAVE 5%PLUS OR MINUS 1%AIR,BY VOLUME,CONFORMING TO ASTM C 260. STRUCTURAL ENGINEER 1. NONOTURAL ENUTTING q2 BgaNG O CCAE I( FRAMING LUMBER: � m 4 vaTIOR THE rBmIE 1n OF THE STUD HEIGHT. 1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY TCH OR ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU(WCUB). -� 1 NOT ISULT�STIES 2.ALL BEAMS AND JOISTS SHALL BE NUMBER 2 OR NUMBER 1 AS INDICATED ON THE PLANS. 1� OP IWAIIM POSTS AT END OF 3.ALL STUDS AND BLOCKING SHALL BE NUMBER 2. 9• . H 3 •• ENNWLLS. 4.ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE E. TWICE TIE gNdEITS OF THE LARGEST WITH AWPA STANDARD C-2 AND SHALL BEAR THE AWWPA QUALITY MARK. HOLE MINIMUM) 1.DOUBLE ALL JOISTS UNDER WALL PARTITIONS,AND PROVIDE BLOCKING BETWEEN JOISTS WHERE BEARING YMERE SILL PLATE IS DRILLED•- NOTCHED MORE THAN to OF THE WALLS ARE PERPENDICULAR TO JOISTS. PLATE wDrH.INSTALL ME BOLT 6.ALL GLULAMS BEAMS TO BE 24F-V4 TYPICAL.,24F-V8 FOR CANTILEVERED OR CONTINUOUS SPAN. EACH SIDE OF NOTCH. 1. d 1. 7.ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQUAL 8.ALL PSL LUMBER TO BE PARALLAM PSL OR APPROVED EQUAL TYPICAL STUD PLYWOOD SHEATHING: 1.ALL PLYWOODSHALL BE C-D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCEV4TH THE ®TYPICAL SILL PLATE NOTCH DETAIL elNOTCHING/CUTTING AND BORING UNITED STATES PRODUCT STANDARD PS 1-83/ANSI A199.1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" m AND SHALL CONFORM TO UBC STANDARD 23-2 AND SHALL BEAR THE APA TRADEMARK OF THE APA. 1"=r-O• 1^=ra 2.PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED. (n J 3.BLOCK ALL SHEAR WALL SHEATHING WITH 2X BLOCKING AT ALL EDGES. W W 4.ROOF SHEATHING TO BE UNBLOCKED)4"C-D 24/0 PLY WITH 8d AT 6"O.C.PANEL EDGE NAIUNG AND 12"O.C. �- 0 y FIELD NAIUNG TYPICAL Oregon Building Codes Division Iy O z 5.FLOOR SHEATHING TO BE UNBLOCKED 3/4"T&G C-D 32/16 PLY WITH 10d AT 6"O.C.PANEL EDGE NAILING AND Plan ERODE for Code Compliance I- 12"O.C.FIELD NAILING TYPICAL,U.N.O. Plan:APPROVED (n G w 2.EXTERIOR WALLS TO BE 3/8"EXPOSURE I,C-D PLY OR OSB SHEATHING WITH 10d AT 6"O.C.PANEL EDGE NAILING AND 12"O.C.FIELD NAIUNG UNO.SEE SHEARWALL CALLOUTS AND SCHEDULE. APPROVED W 0 7.OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. Q WO _ By Randy Rudy at 7:19 any Jan 31,MS TIMBER FASTENERS: scan PLY.SEE SW 1 "®'""i10NN Tbrwnam,•.wa,•••H•awa,�.•.•mo�DS Z W 1.ALL TIMBER MATERIAL SHALL BE FASTENED PER INC TABLE 2304.9.1,"FASTENING SCHEDULE"U.N.O. 1r 0 \ INTERIOR MOH FM o i'o. ..TM.aam"'.1 II. 0 H P.M SEE PM SEE SW SCNEO. SW M�'O OUTSIDE CORNER DETAIL > _Z I- FILL SOLMNISTUOS INTERM MM. COML. NOTE Tlon P.,_I�..MI DATE: 01-11-2018 MICK AT ALL vaTwz5'.6 " PLY SEE SW DRAWN BY: JES wd`0SUER CHECK BY: JES r JOB: 17-105 ©INSIDE CORNER DETAIL STRUCTURAL NOTES SHEARWALL DETAIL @ CORNER <, PROF�c- SCHEDULES&DETAILS ® `-O'GI NE -J! SHEET: 2Ly s§ 5I V a <Y.13 12� e, S a ARES 6J39hi6 22 01/31/2018 • M704-18-5976D LIIi UMs w y-©POST&BEAM FOUNDATION, Z INSTALL STRAP FACE OF ° STUDS ABOVE TO FACE OF POST BELOW,TYP. (/) TYP.@® ( m m f CONC.FDN. @ POST d BM. ©POST&BM. 71117 @ H.DOWNS FDN. FDN.© m - - m ® % m FDN.ST d BM. @POST& FDN. z TYP.@ j S 1111M111111 .'(1 SH EAR WALLS O o U © W TYP.(CO OPENINGS 0 w x U z Q a ® STRUCTURAL SHEARWALL/HOLDOWN PLAN 1/4"=1'-0" a z FOUNDATION AND FRAMING PLAN NOTES: 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY,CONFIRM WI DESIGNER PLANS&DETAILS FOR ALL DIMENSIONING. 2. CRIPPLE WALLS,AS REQUIRED.TO BE NAILED FOR FULL HEIGHT WALL ABOVE. SHEARWALL SCHEDULE(Not All Symbols Used on Plans) 3. 0 INDICATES HOLDDOWN TYPE&LOCATION.HOLDDOWNS TO BE LOCATED 0 SHEATHING SHEAR(PLF) EDGE NAILS/FIELDNAN-S/ HOT.PLATE AT END OF SHEARWALLS,TYPICAL U.N.O.ON PLAN. TOP PLATE 51&"x10"A.B. X SHEATHING SHEAR(PLF)NAILISTAPLE SIZE STAPLES STAPLES NAILING A35(O.C) (O.C.) REMARKS 4. BOTTOM OF FOOTINGS TO BE PLACED BELOW FROST DEPTH OR AS CO (O.C.) (O-C) (O.C) NOTED IN THE GEOTECHNICAL REPORT,WHICHEVER IS GREATER. a) J G1 5/8'GYPSUM,ONE SIDE 88 70 COOLER 4" 16' 16d @ 12' 5,6' 6-0' W Ill 5. PROVIDE A MINIMUM OF 1 SQ.FT.OF VENTILATION AREA FOR EACH 150 A 7/16"APA RATED,ONE SIDE 260 8d/16 GA 6'/4" 12' 16d @ 6' 1'-9' S'-D' SQ.FT.OF CRAWLSPACE AREA VENTS ARE TO BE CLOSABLE WITH 1/4 IN. _N o MESH CORROSION RESISTANT SCREEN.POST NOTICE RE:OPENING LJ� O 0 B 7/16'APA RATED,ONE SIDE 349 8d/16 GA 4'Y3" 12' 16d @ 4" 1'-0' 3'f' BLKG REQ'D AT HORIL SHEATHING VENTS AT THE ELECTRICAL PANEL PROVIDE 8"x16"AS SHOWN ON '^ cc PLANS. V/ G W C 7/16'APA RATED,ONE SIDE 490 8d/16 GA 3'2" 12' 16d @ 3" 9-11" 2-9' I O 6. COORDINATE PENETRATIONS OF SITE UTILITIES,MECHANICAL DUCTS, D 7/16'APA RATED,ONE SIDE 640 ad 7' 12' 16d @ 2" 0'-8" 7-0" USE 3x STUDS PIPING,AND ELECTRICAL CONDUIT/PANELS TO MINIMIZE IMPACT TO Q lW LL STRUCTURAL FRAMING,PLUMBING FIXTURES SHOWN ON FLOOR FORZ �/, O 1. ALL PLYWOOD TO BE APA RATED STRUCTURAL 1 EXTERIOR SHEATHING REFERENCE AND POSSIBLE FRAMING CONFLICTS ONLY. - Q 2 ALL NAILS TO BE COMMON OR GALVANIZED BOX TYPE. 3. FLOOR AND ROOF DIAPHRAGMS TO BE NAILED WITH 10d NAILS®6"O.C.EDGE NAILING AND 1T ON CENTER FIELD NAIUNG.USE PLYWOOD THICKNESS AS INDICATED ON PLAN. 7. ALL FOOTINGS ARE TO BE CENTERED UNDER COLUMNS U.N.O.ALL U- O H 4. ATTACH RIM JOIST AND/OR BLOCKING TO SHEARWALL AS INDICATED IN TABLE ABOVE. WOOD POSTS TO HAVE SIMPSON BP,U.N.O. J = CO 5. ALL WALL SHEATHING TO EXTEND FULL HEIGHT OF WALL TOP PLATE TO BOTTOM PLATE. 6. ALL SHEARWALLS AND HOLDOWNS MUST HAVE CONTINUOUS LOAD PATH TO FOUNDATION. e. ALL FOOTINGS TO BEAR OVER GRADE OVER FIRM,UNDISTURBED, O 7. USE 3"x 3 x 1/4"PLATE WASHER TYPICAL AT ALL ANCHOR BOLTS. NON-ORGANIC,NON-EXPANSIVE MATERIAL,OR STRUCTURAL S L 8. WHERE TOP PLATE FASTENING IS LESS THAN 12 O.C.,USE MINIMUM BLOCKING OF 2-1/MANUFACTURED LUMBER(MICROLLAM LVL,OR PARALLAM PSL). NON-O REQUIRED ND PER GEOTECHNICALNATIVE MATERIAL, 9. GYPSUM SHEATHING TO BE ATTACHED WITH SCREWS(TYPE AS NOTED IN SCHEDULE).SCREWS FOR ATTACHMENT OF GYPSUM SHEATHING MUST BE TYPE W OR S. ORT. - 10. ALL SHEAR WALLS TO BE FULLY BLOCKED U.N.O.BLOCKING TO MATCH REQUIREMENTS FOR PANEL EDGE STUDS. I- 11. FOR SHEARWALLS WI(2)ROWS OF BOTTOM PLATE NAIUNG,USE MN.1-3/4"RIM BOARD.SPACE ROWS A MIN.OF 12•APART,AND STAGGER NAILS. 9. REFER TO 3/S1.0 AND 4/S1.0 FOR ALL PLATE AND STUD TYPICAL 12 FOR SHEARWALLS W/STUDS SPACED AT 16"O.C.MAX.INSTALL SHEATHING WITH LONG DIMENSION ACROSS STUDS. NOTCHING,BORING AND CUTTING REQUIREMENTS. 10. ALL BEAMS TO HAVE SOLID STUD BEARING MINIMUM FROM BEARING HOLDOWN SCHEDULE(Not All Symbols Used on Plans) LOCATION DOWN TO FOUNDATION. DATE: 01-11-2018 ALLOWABLE MINIMUM DRAWN BY: JES O SIMPSON MODEL LOAD(LBS.) POST FASTENERS ANCHORS REMARKS THICKNESS CHECK BY: JES 4A MSTCM40 4220 (2)2x STUDS 26160 SINKERS IN W000 141/4x1 3/4 TITEN IN CONCRETE JOB: 17-105 46 MSTC40 2695 (2)2x STUDS 18-16d SINKERS - ROOF FRAMING NOTES: 5 MSTC52 4235 (2)2x STUDS 44-16d SINKERS - 1. COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH 13 HDU4-SDS25 4565 (2)2x STUDS 12 SDS1/4x3.1/2 SCREWS SSTB20 ARCHITECTURAL PLANS. I1 STRUCTURAL LAYOUT 1. NAILS ARE TO BE COMMON WIRE NAILS.U.N.O. 2. O INDICATES SHEARWALL TYPE,SEE SHEARWALL SCHEDULE. �t1�O PAOF,�` 2. HARDWARE IS TO BE SIMPSON.U.N.O. CC`G p 3. HOLDOWN HARDWARE CAN BE EXTENDED WITH A307 THRD ROD AND COUPLER. 3. INDICATES PERFORATED SHEARWALL ARROWS INDICATE LENGTH OF ��GIN ...• SHEET' 4. ALIGN ALL HOEDOWNS FOR THE FULL HEIGHT OF STRUCTURE. ' PERFORATED SHEARWALL PROVIDE NAILING PER SHEARWALL ` 5. ALL HARDWARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. SCHEDULE a PANEL EDGES&AROUND ALL OPENINGS FOR ENTIRE WALL 6. HOLDOWN ANCHOR BOLTS ARE IN ADDITION TO TYPICAL SILL PLATE ANCHOR BOLTS. LENGTH CC • 7. CAPACITIES PER REVISED SIMPSON CATALOG . 8. EXTEND THREADED ROD TO WITHIN 3"CLEAR OF BOTTOM OF FOOTING. 4. '////////////// INDICATES SHEARWALL LOCATION BELOW FRAMING.SEE SCHEDULE. 9. STRAP HOLDOWNS(MSTC ETC.)LOADS ARE BASED ON FLOOR TO FLOOR CLEAR SPAN TABLES W/A CLEAR SPAN OF 18"(11 7/8-12 DEPTH). O B�+ S w 5. TYPICAL EXTERIOR HEADER IS 4X6 D.F.USE(2)2x6 TRIMMERS UNO ON \ ✓ y 13 " �. !L' PLANS V p� S�(P 6. SEE SHEET S1 FOR STRUCTURAL NOTES. , 4`rs ES:6/30/20 : I 23 01/31/2018 M704-18-5976D J v 0 Y,"PLYWOOD/OSB SHEATHING MIN., "- TYP.@ ROOF w/80 @ 6"o.c.P,E.N.& 12"o.c.FIELD NAILING r,.,,., ._ . .,,,,. ...,._,..,, D„,_F, I I \ �A, _ ..,,/ I I ;� rx Z +wo �° j 1 1 I B � ti� I I I I�OLJ�SIE / U CQUAQt\ES GENERAL ENGINEERING NOTES: eF wl E�wlc 1 v" F az �z' � OF 42Of 2:: s4 1, COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH I /� �' / Iamh �f ��� T' 2 DESIGNERS ESS NOTED HEADER OTHERWISE.IS406 OF NO 2 USE 1 KING STUD&1 TRIMMER I TYP �04 ry +�, n I I I V 3. SEE SHEET Si FOR STRUCTURAL NOTES AND SHEET S2 FOR S RAF ER/COLLAR q, m SCHEDULES. TYP® G TIEf1 \\ j \II 4. REFER TO 7/S4 AND 8/S4 FOR PLATE AND STUD TYPICAL NOTCHING SHEAR WALLS \\\�\������� �\\\\_\`' 4 \\\.\\��\®��— ‘\\\\\\' BORING AND CUTTING REQUIREMENTS. © ~ • w TYP. ® TYP.0 2 OPENINGS S A w ® ROOF FRAMING PLAN 1/4"=1'-0" w I U z Ls / I_I I I I I 2x6 LEDGER SUPPORT @ EDGES J w/(2)SIMPSON SIDS/x3-1/7' 2x6 DF#2 2x6 DF#2 a 0 \\ SCREWS @ EA STUD,TYP. - Z 3E _ _ - OPEN BELOWNAULTED CEILING M 2x6 OF#2 2x6 OF#2 Y."T&G PLYWOOD SHTG.@ 1-1 I I - I I LOFT w/10d @ 6"o.c.P.E.N.&@ 12"o.c.FIELD NAILING,TYP. da TYP.@ OPENINGS 30,4" ® STORAGE LOFT FRAMING PLAN m 10'-15/16" 10-1 5/16" 10-15/16" W I1J / / O O SIMPSON EPC6Z/PC6Z POST CAP, © L� TYP, TYP NV FOOTINGS©END POSTS TO I— HAVE SAC IND,STABIL-X DRIVE CO G w TIE DOWN ANCHOR INSTALLED @ \ ; \ 6x10 DF 2 �\ 10 #2 ; ® \ 6 10 DF 2 i 'll BOT.OF FTG.PRIOR TO PLACING o L O 1 CONCRETE,TYP.4x ALIGN JOIST w/2x WALL ABOVE 2x CROSS BRACING FROM TOP IL 0 Q �� OF POST TO BOT.OF ADJACENT 11 I 1 1 I I I I I POST w/(4)SIMPSON SOS yx3 I 1 I I ( 1 I ® SCREWS,TYP, DBL 2x OR 4x POST UP TO BEAM AND/OR HDR.ABOVE,TYP. > Z IStS a16"p0 - ,JO 7."PLYWOOD SHTG.w/100 @ 6" I- 2xg0 ALIGN JOIST w/2x o.c.P.E.N.8 @ 12'0.c.FIELD NAILING,TYP, Efa 2x CROSS 1 I 1 1 I I I BRACING WALL OF POST TO BOT.F ADJACENT I I I ABOVE I I I I I egi POST w/(4)SIMPSON SDS yx3 SCREWS,TYP. DATE: 01-11-2018 \ DRAWN BY: JES \ 1 600 OF 2 \i \.. x10 D #2 6x 0 DF 2 / CHECK BY: JES JOB: 17-105 6x6 POSTS w/SIMPSON ABU66Z 6x6 POSTS w/SIMPSON SIMPSON EPC6Z/PC6Z POST CAP, POST BASE ON FTG.2'-0"0 x 10" CBSQSDS2 POST BASE ON FTG. TYP. THICK w/(3)#4 EA WAY,TYP.4x 2'-0'0x10"THICK w/(2)#4 EA 0 FOUNDATION PLAN OPTION B (NSTALP.@(2ENSPOSTS, E STRUCTURAL LAYOUT, ■/�_ 1/4"=1'-O" DOWN ANCHOR CAP) SQ PAQA FRAMING&FOUNDATION NOTICE fy..,. U IsslO��� SHEET Cr THESE APPROVED PLANS SHALL I�.... BE KEPT ON SUCH BUILDING OR WORK AT ALL TIMES DURING -O" ON WHICH THE WORK AUTHORIZED •LY ,1 �� .\�1 3 THEREBY IS IN PROGRESS 13 � Vl UNTIL FINAL INSPECTION °N.E IV''. PIRRS:0/AG/20 24 01/31/2018 M704-18-5976D J v 0 t 6'e U‘,2^m ROOF SHEATHING PER PLAN D„,..3 W (IZ ,,, h,__BOUNDARY EDGE NAILING PER PLAN 2X BLOCKING,MAY BE INSTALLED �_ PERPENDICULAR TO ROOF SH'T'G. ,�' � 77..7 ,,,-e RAFTER PER PLAN I s,.� f I�'=04l y/SIMPSON H2.5 CUP,TYPICAL. _ m MAY BE INSTALLED INT.OR EXT. SIMPSON A35 a 24"O.C.U.N.O. PER SHEAR WALL SCHEDULE n PANEL EDGE NAILING PER PLAN ~ Z w E G.C.TO NOTCH RAFTERS(IF O NEEDED.BUT NOT REOD.)@ I� ( 2X6 @ 24'.O.C.STUD WALL W/ U EXTERIOR FACE OF PLATE TO DOUBLE TOP PLATES AND PROVIDE PROPER FASCIA DEPTH SINGLE BOTTOM PLATE w w WALL SHEATHING PER PLAN ¢ U W S U 2 Q a e SECTION @ FRAMING 3/ O z SIMPSON A35 CLIP @ 48"o.c. OR PER SHEARWALL SCHEDULE SH'TG PER PLAN NON-STRUCTURAL 2x10 RIDGE BOARD w(2)16d TOE-NAILS,TYP. 8d @ 6"o.c. ROOF SHEATHING PER PLAN i , i\ \ M (2)16d©EA.OUTRIGGER P.E.N. m 2x RAFTER,SEE PLAN (n J @ w W - 2x OUTRIGGERS SH'TG&NAILING PER 2 Z - SHEARWALL BELOW O W D I O Z w(n O _ D w LL O 2x8 RAFTER PER PLAN w/2x4 COLLAR --I = CO TIES @ 12"MIN.BELOW RIDGE(TO BOT. 0 OF TIE)w/(4)SIMPSON SDSY4 x 3 SCREWS Z EA.END I- e SECTION @ ROOF FRAMING SECTION @ OUTRIGGER 3/4„=1'-D„ S4 3/4"=1'-U„ DATE: 01-11-2018 DRAWN BY: JES CHECK BY: JES JOB: 17-105 STRUCTURAL DETAILS �pEq PRt?c 4FSw s da ,F ti O SHEET: Q 5 >� O QNa A _, �,<Y 312"G0� S4 O/y E.)SPC'' PIRES:600/20 25 01/31/2018 0 0 O 0 O O O 0 General Notes O 0 HOLD DOWN AND ANCHOR PER ENGINEER OF RECORD — SIMPSON MASA(OR ANCHOR BOLT)PER ENGINEER OF RECORD FLOOR STRUCTURE fn \ —Air -PROVIDE VENTS PER R408.1: 1 SF PER 150 SF UNDER-FLOOR SPACE AREA,AND (1)VENT WITHIN 3'OF EACH CORNER -PROVIDE ACCESS PER R408.4: MIN 16"x24"OPENING co z J\ H a Z cn Es-45 FINISHED GRADE, SLOPE Lu C.)o AWAY FROM BUILDING \� F- 0 c _ U 0 H W tfl w Q INSULATED WATER SUPPLY PIPE WHERE OCCURS H O \ cr u_ J Q 0o 0 0 a) J N z • N POLYETHYLENE VAPOR BARRIER ON SUBGRADE Firm Name and Address Wolf Industries 1511 SE 4th Ave PRESCRIPTIVE FOOTING AND STEMWALL Battle Ground,WA 98604 6"THICK x 12"WIDE FOOTING W/(1)#4 HORIZ CONT 6"THICK x MAX 48"TALL FOUNDATION W/(1)#4 HORIZ CONT #4 VERTS W/6" HOOK AT 48" OC(MAY BE OMITTED IF Project Name and Address FOUNDATION WALL IS POURED MONOTHICALLY WITH FOOTING) D 1 TYPICAL PERIMETER DETAIL AT FOUNDATION Project Sheet Scale: N.A. -- Date D 1 Scale N.A. c 0 0 General Notes RADON VENT PIPE, ROUTED THROUGH CONDITIONED SPACE / FLOOR STRUCTURE UNDER-FLOOR SPACE cn POLYETHYLENE VAPOR BARRIER -6 SEAL AROUND RADON VENT PIPE o 0 0 -a c 0 SUBGRADE co 0 N 3"TEE FITTING 0) N Firm Name and Address Wolf Industries 1511 SE 4th Ave Battle Ground,WA 98604 I Project Name and Address 0 TYPICAL RADON VENT DETAIL Project Sheet Scale: N.A. ---- Date D 2 Scale N.A. a) c 0 0