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2012, 08-31 Permit App: BLD-2012-1476 DuplexI Spok� ane ,,;,oOValleyx Community Development Department �rmit Center 03 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenter@sookanevallev.or4 Projec (Staff Use Only) LIT NUMBER: PERMIT FEE: # —— I Y 7 0_4T -LjkNtUEAVED R SIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION ❑ ADDITION/ REMODEL ❑ ACCESSORY BUILDING ❑ DECK ❑ OTHER &f 1_*.* SITE ADDRESS: ul� i tq ciV4 '` ► 7 � `l IV ASSESSORS PARCEL NO.: '�"LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME. ADDRESS: �2_1 5, 0 / G _ Mo JL-�dl.-/ CITY: QtL-""'t In L—k— STATE: w ZIP: J ZS PHONE: 5-o � S 3— 4� )_'7 7 FAX: CELL: CONTACT NAME: PHONE: FAX: CELL: CONTRACTOR NAME: MAILING ADDRESS: S G( /9" CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: e,o%"1,-tv - � t-1 60 etc -alp ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: y j No. of Stories: Total Habitable S 'l l Space: Cf 3 Main Floor SQ FT:_ Upper Floor SQ FT: Unfinished B Bement SQ Finished Basement SQ 3 % �0. 101 FT: 0 FT: Rr Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on 2-7 irCG` FT: Area: Property: N p No. of Bedrooms: ConstructionType: Heat Source: Na wer Septic: TOTAL COST OF PROJECT: $ J C L, 6 G d DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of is City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to re es t the pr e y o er in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Developmen code Refer c d c es are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is no a pe it or a p va r any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required o b submitte n bsequently approved before this application can be processed( Signature Date: " I � [ 1 L Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-1 l.doc 0 ooe� S 'f`lUallev° 0 Target Date sheet For City Use Only PLUS Project _ Project Address 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. s Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. CD -003 V-7/ 06-21-11 Page 1 of 1 61 C' -RUNS — — — — — — — — — — — — — — — — — — — — — — — — — — — sisHT oisTANcE Cr gg MPH SCAM- 1'�=2w UTUTHES WIWN 2W EAS9VENT o AND STOP 5':k FROM PROPER C UNE EF: 2.SS.r4li 3— N 10B EWSUNG SHOP w -G-- E: i. 'o tcli I GRAPHIC SCALE I 4 20 IN FF --r I inch 20 R. -j DVWY Ploject VE D i' Vtei'ihCL AUG 3 1 2012 CSV pr�-,o c h L: "/, # ;xiSTKG czipa L --A 'Nile It P :`MU ,� HALT TO- Micki Harnois From: Scott Kuhta Sent: Tuesday, July 24, 2012 11:43 AM To: 'Ben Goodmansen' Cc: 'rsloan@cvsd.org'; Micki Harnois Subject: Setback Verification - SHP-07-11 Ben, I have discussed setback issues with Micki and Mr. Sloan. Please note the following: 1. The setback from the edge of the road easement to the garages must be a minimum 20 feet. Setbacks to the house is 15 feet. a. Duplex West must be moved 9.5 feet to the north to accommodate the 20' garage setback as there is no distinction between the hammerhead part of the easement and the road easement. 2. Mr. Sloan and I discussed centering the road easement on property line to ensure 20' setback on Duplex East . Road easement currently measures 9.49' and 10.51'. However, I am not sure if this will mess up the alignment with the easement on the parcel to the south. If this is not possible, we can work with the setback at 19.5 feet. a. Mr. Sloan wanted to move Duplex East further north, closer to the existing shop. If the shop is built closer than 3 feet to the shop it must have % inch drywall on the north wall. I think that covers everything for now. Please contact me if you have questions. Thank you, Scott Scott Kuhta, AICP, Planning Manager City of Spokane Valley (509) 720-5334 skuhta _ spokanevalley.org www. s p o ka n eva I I ey. o rg m I A A-5 KA1 rnn A q A-5 A-5 Fu""'UNDATIUO�N FLAI"-4 t k i - .......... u ALL MUD SILL PLATES ARE TO BE PRESSURE TREATED 2x6's ALL FTGS. TO BEAR ON UNDISTURBED COIL MIN. 1500 Iba P.SF. VERIFY CONTROL JOINTS W GARAGE SLAB WITH BUILDER PROVIDE MR (2) ANCHOR BOLTS P FNO. PLATe 6 ALL LOAD 11ZARIN6, WALLS M 72' O.G. 6 12' FROM ALL CORNER LOCATIONS I®JOIST FMM,lNrA N!2i'j==S: 1.ALL I -JOISTS ARE TO BE TJI AS NOTED, AND 192' O.C. OR AS ENGINEERw:7, 2. PROVIDE A CONTINUOUS RIM RIBBON AT PERIMETERS. 3. ALL CANTILEVERED I -JOISTS ARE TO WAVE LATERAL SUPPORT BLOCKING AT BSAR: YE LOCATIONS. - SEE PIANS 4, PROVIDE PROPER BL0OCING IF IvOUIRED AROUND ALL FLOOR PENETRATIONS. 5. PROVIDE i-JOfST HAI'MO B AT ALL LOCATIONS IN WWICW I -JOIST BUTT UP TO BEAMS OF OTWER BUILT-UP i -JOIST. - SEE PLAYsi 6, PROVIDE LVL I EAMi* AND SIMPSON HANGERS AT STAIR u^PoNWG p. aATIOYS, 7. PROVIDE PRESSURE TREATED OR GALV. FLASWING SEPARATIlTq BETWEEN i -JOIST AND CONCRETE, S. REFER TO I -JOIST MANUFACTURERS INSTALLATION DOCUMENT6 FOR MISC. FRAMING SITUATIONS, 9. ENGINEERED 1 -JOIST SWEETS MUST BE ON THE JOB SITE FOR FRAMING INSPECTION 7 z O In Lij 8 I/2" r� UV 1 2 '-7 3/4" 26'-7 3 4" 0 6 U M �i ------- I I I i -------------�1-------------- I I —------------ I I I I I I I ORML L ACE I 1 PROVIDE 6 MIL. VAPOR BARRIER ( OVER FWISHED GRADE AND MM. I PROVIDE 6 MIL. VAPOR BARRIER I OVER FINISWED GRADE AND MR R-30 FLOOR INSULATION I RADON MITKaATiOY PER IRC APPENDIX G I I R-30 FLOOR WSULATION I I RADONMITIGATION,! PER IRC APPENDIX G SPCE YENTRA M I ( SPACE VVENT9 IN FOUNDAATION WALL (TYP. 13 PLACE53 II i i FOUND (TTyT ... ACES) II' -O 3/4" 4'-0" II'_1" 11' 111 4'-0" l II' -0 3/4.1 2x4 BEARING WALL a/12'x6' GRADE BEAM I L --------- I ----- -- ---�-- I ----'— --- --------- 2x4 BEARING WALL _,2.4.q /"6' GRADE BEAM I I i ' Q PANEL AT EACH ErD FOR SHEAR I PROVIDE 4'-0' PLYWOOD t•SIDE I PANEL AT EACH END FOR SWEAR PROVIDE X-0' PLYWOOD i -SIDE m Q �11 (IQ I I I I��7o1� 1 I I 1 �Io�I 1 I IZNIs m m I I CI'NI I ( 0- I -II 1/2" 4'-0" i ----------- J I! '-111/2" L---------- (— 3'-111/2" 4'-0' '-I11/2'� _ _ —MAIN _-0 O—MBAMLFAR REF-E-L.AN O AN I 36 C.4 BEARWG WALL I I I I �� wA2'.6'GRADE BEAM I I I I I I I I I I I I I I 2x4 BEARING WALL v/12'k6°GRADE BEAM I ' -�" I q 1 am OA I 4' CONIC. SLAB OVER p. ® I 1 QAR %6I 4• TYP ( I 4' MIN. GRAVEL FILL I CONIC. SLAB OVER I 4' MIN. GRAVEL FILL I I 7YP ITYP i i I I i _41 I I o0 381/2° oo i I L---------- CONT. FTG. a STEM WALL LCJ*NT.FTG.tSFJT•IWALL 9'-3" _______�— ----------� 1 9._311 13'-8 3/4" 1'- 3/4" 12' -II" I'-7 3/4" 131_8 3/4" 12'-11" 2 '-7 3/411 26'-7 314" C8 1/2" 54'-0" A q A-5 A-5 Fu""'UNDATIUO�N FLAI"-4 t k i - .......... u ALL MUD SILL PLATES ARE TO BE PRESSURE TREATED 2x6's ALL FTGS. TO BEAR ON UNDISTURBED COIL MIN. 1500 Iba P.SF. VERIFY CONTROL JOINTS W GARAGE SLAB WITH BUILDER PROVIDE MR (2) ANCHOR BOLTS P FNO. PLATe 6 ALL LOAD 11ZARIN6, WALLS M 72' O.G. 6 12' FROM ALL CORNER LOCATIONS I®JOIST FMM,lNrA N!2i'j==S: 1.ALL I -JOISTS ARE TO BE TJI AS NOTED, AND 192' O.C. OR AS ENGINEERw:7, 2. PROVIDE A CONTINUOUS RIM RIBBON AT PERIMETERS. 3. ALL CANTILEVERED I -JOISTS ARE TO WAVE LATERAL SUPPORT BLOCKING AT BSAR: YE LOCATIONS. - SEE PIANS 4, PROVIDE PROPER BL0OCING IF IvOUIRED AROUND ALL FLOOR PENETRATIONS. 5. PROVIDE i-JOfST HAI'MO B AT ALL LOCATIONS IN WWICW I -JOIST BUTT UP TO BEAMS OF OTWER BUILT-UP i -JOIST. - SEE PLAYsi 6, PROVIDE LVL I EAMi* AND SIMPSON HANGERS AT STAIR u^PoNWG p. aATIOYS, 7. PROVIDE PRESSURE TREATED OR GALV. FLASWING SEPARATIlTq BETWEEN i -JOIST AND CONCRETE, S. REFER TO I -JOIST MANUFACTURERS INSTALLATION DOCUMENT6 FOR MISC. FRAMING SITUATIONS, 9. ENGINEERED 1 -JOIST SWEETS MUST BE ON THE JOB SITE FOR FRAMING INSPECTION 7 z O In Lij r� UV 1 U) 0 6 U M �i �n �.i z 4 LLI OL x z DATE' 7-26-f2 PLOT SCALE! OR" BY- MICK BONOURANT JOB No.: 1202 SWEET NO.: A-1 N N i s X �' m W (5f'•fl• % ISt. • �-D' Moi, TOTAL .t 12'- 7 14'-_ 1/2" L. &-2 1/2 2'-3 1/2"5 -IIIt6 -2 4•.Q• HALL P n••c --GOrv°V=JaYI --a ^— 40 XO !g4o XO 1 1 6' CLG. - CARPET 1 I 0 S' CLG- - CARPET ON 8'-6 3/4" - 6-0 61 -Ps?• .2 61-F60LD (5�/� 2 ----- ---_1ASi, - 2 BI-FOLb •4 VINYL n 3 10'-0 1/2" 9 v m 36'vAN 7� Ki N fl lJ \ 6. f 1 so - VINYL � I C-1 d'� � e _c s BI-FOLi� '12 1 CN/l abi T 2 WN 8' CLG. - CARPET 9 m I FURN. 8' CLG. - CARPET l DII'Ctl`tG :1h 4 y) m 8'CLG.-CARPET _ 5'-5 I/2" ® N 2'-11 1/2" - N 6 N _t wyi I CAR GARAGE � l'3 5 BI -FOLD 8' CLG. - CARPET r. 0 Bt -PASS ' 1/2" 26 T-----------------�1 t 09 5/8" StiETROZK i ('ON A ERSIDE OF CAi 7ILEVER TH tIl I X. 1 i I F 465E YS4LL-0 ��� I ral✓:L a a -J AREA WMMARYi MAIN FLOOR EACH UNIT • 937 SO- FT. GARAGE + 270 SGL FT. TOTAL GLAZED AREA 1085 8CL FT. GLAZED AREA % 8/.% 14'-4 1/2" i2' FRM 4 - -( \\ M 7R4 a u'.o• c. 12'-7" '-2 1/2" 1, 6'-41/2" 4••C ERAKD MALL PA`xJ- U' -Y R3T1 CO 01-.4040 a 1 ---._ O ------- I 1 , 1 , 9080 ONGD. ai _ _ _p-• _ _ _ L,/ 9080 OJ4GD- t! I I I 1 I 5'-2.. _4" 51_2 •9" 9' i_0 1/2 2'- 1/2" I/2" II'_II I' -II 1/ ,S 1'-I1 i/2" 11 _11,i 8 1/2" 2'-3 1/2" 15'-0 1/2" 26'-11 1/2" 54'-0" (54•-O' X i63 • 6'•B•IFi. TOTAL.TI@KNRAL P—L WDTH FEO•DJ FLC-�Cr"�R FLAN,'(A . a" I • ALL HEADERS TO BE (2)2x10. WITH SINGLE PLATE OVER AND (2) JACK STUDS UNLESS OTHERWISE NOTED. •TYP. PL:i'E TO BE 8'-1 V8' -SOLID BLOCKING OVER SUPPORTS. -FIRE BLOCKING e ALL PLUMBING PENETRATIONS. -WINDOWS ARE VINYL FRAMED - WINDOW SIZES SHOWN TOP OF WINDOWS a 6' -II 3/8' ABOVE MAIN FLR -TYP. EXT. WALLS TO BE 2xb 0 16' O -C. -TREATED WALL SHEATHING AT ALL LOCATIONS WHERE SHEATHING CONTACTS CONCRETE FOANDATICN AND/OR WALL -DRYWALL %:4wL BE TREATED WITH A POLYVINYL ACETATE (PVA) WITH A FERM RATING OF LESS THAN I PRIOR TO PAINTING. KITCHEN CABINETS - UPPERS + TOP OF 2.6 0 84' AFF. LOWERS • TOP OF 2x6 0 39 112' AFF. VANITY CABINETS - TOP OF 2.6 0 35 1/2' AFF. TOWEL RACKS • TOP OF 2x6 0 4S' AFF. STAIR BACKING . TOP,OF 2x6 0 37 528" AB. NOSE 15RACE12 WALL EANLELS •PANELS SHALL BEGIN NO MORE THAN 12'-6° FROM EACW END OF BRACED WALL LINE -BRACED WALL LINE SHALL BE IN LINE. EXCEPT THAT OFFSETS OJT -OF -PLANE OF UP TO 4' SHALL BE PERMITTED PROVIDED THAT THE TOTAL OUT -TO -OUT OFFSET IS NOT MORE THAN 6. -EXTERIOR BRACED WALLS USE METHOD 3 FROM 2009 IRC SEC- 602103 a 25' OC. • INTERIOR WACED WALL LINES USE METHOD 5 FROM 2009 IRC SEC. 602.103 P 35'0r_ •EAC.4 "ZTWOD 3 BRACED WALL PANEL TO BE A FULL 4'x8' (MIN) NOT TO BE CUT, NOTCHED OR DRILLED 3 BLOCKED 0 ALL EDGES •EACH METHOD 5 BRACED WALL PANEL TO BE 8' N LE GTW MM. WHEN APPLIED TO ONE FACE C 4' WHEN APPLIED TO TWO FACES • BRACE PANELS 0 CRIPPLE WALLS TO BE EQUAL TC WALL ABOVE -ALTERNATE BRACED WALL PANELS PER 2009 IRC SEC. 602.10b OR SEC. 602UO5 11190 TABLE 3JO5 •BRACED WALL FWZLS ON MULTIPLE STORIES ARE TO ALIGN WITH WITH PANELS BELOW WITH EXCEPTIONS LISTED IN IRREGULAR CCNSTRJCTION PER 2003 IRC SEC. 83012222 BRACED WALL PANELS TO MEET MN. REQUIMMENTS OF 2009 IRC TABLE 602.101 SEE BRACED WALL LINES DIMENSION LINE FOR MIN1,11,"M REQIIFeMENT6 FLOOR PLAN NOTES: Oj 5/8' TYPE 'X' C -HB. ON WOUSE/GARAGE COMMON WALLS AND SUPPORT FRAMING FOR THE SECOND FLOOR G1413. TO EXTEND TO THE ROC- SHEATHING. WITH (2): AYERS OF 5/8' TYPE -A' 014.0.0N LID WWEN LIVING SPACE IS ABOVE. 2C, ELECTRIC WATER HEATER PER LOCAL BUILDING CODES. C,3 NATURAL GAS BURNING FURNACE. VENTED TO THE OUTSIDE. ® 24 WR CLOCK TIMER FOR FURN. FAN RELAY AND WHOLE HOUSE FAN. (WASHINGTON ONLY) Q5 SMOKE. DETECTORS TO BE LOCATM,1 (U ON EACH HABITABLE STORY, (1) OUTSIDE OF EACH FINISHED SLEEPING AREA AND (U INALL FINISHED BEDROOMS. SMOKE DETECTORS TO BE HARD WIRED TO 11Ov WITH BATTERY BACKUP AND INTERCONNECTED. MAIN ROOM DETECTOR TO INCLUDE CO2 DETECTION• © 22' X 30' ATi'i=-", ACCESS C,7 50 CFM a BATH AREAS 'ye °.TED TO THE OUTSIDE PER IFIC SEC. -M1506 181.24' CRAWL SPAO4 ACCESS Q 30" FREE STANDING RANGE W/TYPE II WOOD 100CFM FAN VENTED TO OUTSt&;It PER SIZIRA SPEC. ADDENUM Q DOUBLE COMPARTM=ENT STAINLESS STEEL SIW, H"TW GARSA-3E DISPOSAL. -%UASWER- PER BLDRS. SPEC, ADDER 12 MECHANICAL PLATFORM 18' ABOVE FK.d 44ED SLAB H/5/8' GYP. BOARD SURRO . SEE 2/A-6 FOR BOLLARD DETAIL PER IPG-t'eeC,-312 13 REFER;.=ATICN M -40E 39' CLEAR Id UPPER CABINETRY (SEE BLOCKING SCHEDULE) IS WASHER LOCATION- PROVIDE 14C WATER WITH DRAIN BOX IN WALL DRYER LOCATION- PROVIDE VENT TO OUTSIDE mr.I :'-AMPER 17 60' TUPAIWOWER COMBO- STALL I® LINEN- 4 EQUALLY SPACED SHELVES ® 36'x36' MIN. LANDING EACH SIDE Or DOOR PER IRC SEC. 8311 ® 20 MINUTE SELF CLOSING DOOR COAT CLOSET ® 1/2' SHEETROCK A- ACHED DIRECTLY TO FLOOR JOISTS WITH 1112' PLY OVER x Q - w _1 Q Q O LL w tE= 7-26-12 7t OCAL , AMAIN i5Yt MICK F30NDUR/m1T 3 NO: 1202 N 8' CLG. - CARPET 9 m I 8' CLG. - CARPET l fr ' ® - 8' -6 3/4" � l'3 5 BI -FOLD r. 0 Bt -PASS S'-7 1/2" 26 t 09 TH - u n VINYL 2'' SI -FOLD 0- -- j_LL__j 2 �O 36' VAN m V 1& 1&-0 I/2 S I S CLG. - VINYL C) Y 3 -94 m rr8' � �UI.u,,-- 50 BI -FOLD _� ` l4 i m C__________ FoRrL7 7 tt1 tws 990 3'_I" 5'-5 I/2" 8'CLG.-CARPET 2'-11 1/2" N \ 3 p� I CAR QLA N I 8' CLG. - CAIWT PI ----------------1 54- SHEEITROCK - UND F VER �\ i C•T: GANTI�EVER f x I 0 9080 ONGD. ai _ _ _p-• _ _ _ L,/ 9080 OJ4GD- t! I I I 1 I 5'-2.. _4" 51_2 •9" 9' i_0 1/2 2'- 1/2" I/2" II'_II I' -II 1/ ,S 1'-I1 i/2" 11 _11,i 8 1/2" 2'-3 1/2" 15'-0 1/2" 26'-11 1/2" 54'-0" (54•-O' X i63 • 6'•B•IFi. TOTAL.TI@KNRAL P—L WDTH FEO•DJ FLC-�Cr"�R FLAN,'(A . a" I • ALL HEADERS TO BE (2)2x10. WITH SINGLE PLATE OVER AND (2) JACK STUDS UNLESS OTHERWISE NOTED. •TYP. PL:i'E TO BE 8'-1 V8' -SOLID BLOCKING OVER SUPPORTS. -FIRE BLOCKING e ALL PLUMBING PENETRATIONS. -WINDOWS ARE VINYL FRAMED - WINDOW SIZES SHOWN TOP OF WINDOWS a 6' -II 3/8' ABOVE MAIN FLR -TYP. EXT. WALLS TO BE 2xb 0 16' O -C. -TREATED WALL SHEATHING AT ALL LOCATIONS WHERE SHEATHING CONTACTS CONCRETE FOANDATICN AND/OR WALL -DRYWALL %:4wL BE TREATED WITH A POLYVINYL ACETATE (PVA) WITH A FERM RATING OF LESS THAN I PRIOR TO PAINTING. KITCHEN CABINETS - UPPERS + TOP OF 2.6 0 84' AFF. LOWERS • TOP OF 2x6 0 39 112' AFF. VANITY CABINETS - TOP OF 2.6 0 35 1/2' AFF. TOWEL RACKS • TOP OF 2x6 0 4S' AFF. STAIR BACKING . TOP,OF 2x6 0 37 528" AB. NOSE 15RACE12 WALL EANLELS •PANELS SHALL BEGIN NO MORE THAN 12'-6° FROM EACW END OF BRACED WALL LINE -BRACED WALL LINE SHALL BE IN LINE. EXCEPT THAT OFFSETS OJT -OF -PLANE OF UP TO 4' SHALL BE PERMITTED PROVIDED THAT THE TOTAL OUT -TO -OUT OFFSET IS NOT MORE THAN 6. -EXTERIOR BRACED WALLS USE METHOD 3 FROM 2009 IRC SEC- 602103 a 25' OC. • INTERIOR WACED WALL LINES USE METHOD 5 FROM 2009 IRC SEC. 602.103 P 35'0r_ •EAC.4 "ZTWOD 3 BRACED WALL PANEL TO BE A FULL 4'x8' (MIN) NOT TO BE CUT, NOTCHED OR DRILLED 3 BLOCKED 0 ALL EDGES •EACH METHOD 5 BRACED WALL PANEL TO BE 8' N LE GTW MM. WHEN APPLIED TO ONE FACE C 4' WHEN APPLIED TO TWO FACES • BRACE PANELS 0 CRIPPLE WALLS TO BE EQUAL TC WALL ABOVE -ALTERNATE BRACED WALL PANELS PER 2009 IRC SEC. 602.10b OR SEC. 602UO5 11190 TABLE 3JO5 •BRACED WALL FWZLS ON MULTIPLE STORIES ARE TO ALIGN WITH WITH PANELS BELOW WITH EXCEPTIONS LISTED IN IRREGULAR CCNSTRJCTION PER 2003 IRC SEC. 83012222 BRACED WALL PANELS TO MEET MN. REQUIMMENTS OF 2009 IRC TABLE 602.101 SEE BRACED WALL LINES DIMENSION LINE FOR MIN1,11,"M REQIIFeMENT6 FLOOR PLAN NOTES: Oj 5/8' TYPE 'X' C -HB. ON WOUSE/GARAGE COMMON WALLS AND SUPPORT FRAMING FOR THE SECOND FLOOR G1413. TO EXTEND TO THE ROC- SHEATHING. WITH (2): AYERS OF 5/8' TYPE -A' 014.0.0N LID WWEN LIVING SPACE IS ABOVE. 2C, ELECTRIC WATER HEATER PER LOCAL BUILDING CODES. C,3 NATURAL GAS BURNING FURNACE. VENTED TO THE OUTSIDE. ® 24 WR CLOCK TIMER FOR FURN. FAN RELAY AND WHOLE HOUSE FAN. (WASHINGTON ONLY) Q5 SMOKE. DETECTORS TO BE LOCATM,1 (U ON EACH HABITABLE STORY, (1) OUTSIDE OF EACH FINISHED SLEEPING AREA AND (U INALL FINISHED BEDROOMS. SMOKE DETECTORS TO BE HARD WIRED TO 11Ov WITH BATTERY BACKUP AND INTERCONNECTED. MAIN ROOM DETECTOR TO INCLUDE CO2 DETECTION• © 22' X 30' ATi'i=-", ACCESS C,7 50 CFM a BATH AREAS 'ye °.TED TO THE OUTSIDE PER IFIC SEC. -M1506 181.24' CRAWL SPAO4 ACCESS Q 30" FREE STANDING RANGE W/TYPE II WOOD 100CFM FAN VENTED TO OUTSt&;It PER SIZIRA SPEC. ADDENUM Q DOUBLE COMPARTM=ENT STAINLESS STEEL SIW, H"TW GARSA-3E DISPOSAL. -%UASWER- PER BLDRS. SPEC, ADDER 12 MECHANICAL PLATFORM 18' ABOVE FK.d 44ED SLAB H/5/8' GYP. BOARD SURRO . SEE 2/A-6 FOR BOLLARD DETAIL PER IPG-t'eeC,-312 13 REFER;.=ATICN M -40E 39' CLEAR Id UPPER CABINETRY (SEE BLOCKING SCHEDULE) IS WASHER LOCATION- PROVIDE 14C WATER WITH DRAIN BOX IN WALL DRYER LOCATION- PROVIDE VENT TO OUTSIDE mr.I :'-AMPER 17 60' TUPAIWOWER COMBO- STALL I® LINEN- 4 EQUALLY SPACED SHELVES ® 36'x36' MIN. LANDING EACH SIDE Or DOOR PER IRC SEC. 8311 ® 20 MINUTE SELF CLOSING DOOR COAT CLOSET ® 1/2' SHEETROCK A- ACHED DIRECTLY TO FLOOR JOISTS WITH 1112' PLY OVER x Q - w _1 Q Q O LL w tE= 7-26-12 7t OCAL , AMAIN i5Yt MICK F30NDUR/m1T 3 NO: 1202 N ATTIC VENTILATION: 2736 5F. A! -A . 912 S.F. REQUIRED 300 A POLYVINYL ACETATE (PVA) WITH A PERM RATING LESS TWAN i TO BE APPLIED TO THE WARM SIDE OF WOME PROVIDE V MIN AIR GAP AT EAVES WITH INSULATION BAFFELS TYP. AT ALL TRUSS BAYS. PROVIDE CONTINUOUS SAVE v`ENTS PROVIDE GV. ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AP_ -A. zgo�ZRWM ALL HEADERS TO BE (2)2x19'. WITH SINGLE PLATE OVER AND (2) JACK STUDS UNLESS NOTED OTHERWISE. VENTED 13LOCKNG OVER SUPPORTS. TRUSS TAILS TO BE 11° TYP. - ROOF OVERWANGS TO BE 12- FINISHED - UNLESS NOTED OTWER4ISE ROOF PITCHES TO BE 6+12 UNLE55 NOTED OTHERWISE, INTERIOR CEILINGS TO BE 3=T2 UNLESS NOTED OTHERilISE -ATTIC MARKERS FOR BLOCKS! INSULATION! TO BE INSTALLED EVERY 300 SQUARE FEET AND CERTIFICATE TO BE tea' 1' PF'LIED BY INSULATION CONTRACTOR CERTIFYING INSULATION THICKtIE56 TRU-58 NOD'S: ALL TRJ59ES SHALL CARRY MANUFACTURERS STAMP • ALL TRUSSES SHALL BE INSTALLED t BRACED TO MANUFACTURERS SPECIFICATIONS. • ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGNEERING CALCULATIONS. • ENGINEERED TRUSS SWEETS MUST BE ON TWE JOB SITE FOR FRAMING INSPECTION NON BEARING WALLS SHOULD BE WELD DOWN FROM TWE TW55 BOTTOM CWORD W/ SIMPSON STC TO INSURE THAT TFIE TRUSS BOTTOM CHORD WILL NOT BEAR ON TPP. WALL. 'ALL CONNECTIONS OF RAFTERS. JACK OR NIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER. ' WURRICANE CLIPS a EACW TRUSS 'TRUSS LEDGERS TO BE BUILT PER DETAIL 7/0-1 INDICATES 2x5 OVERFRAMNG u/7/16- ',x/��/A� l: SWEATNING. 2.8 RAFTERS. 2x8 RIDGE AND 2x6 FLAT ® HEEL TOP PLATE FIN FLOOR GRADE will II If I _IA 1111, I�LJI li li � IjJl �� i i�Ll_Lif i I I Il 111 I ll II LIAILi Lll l� i I i I I .� I IlliUl i(LLiJ illi 11 11 Ill t Ili L{1i l 11 I;l l >-I JLWLILll 11 I��1I 1 11 It i l LJll J�1L JU i! 11 1'I111I i 11' '11UII1iit111IJIIitIJ I I' L II LI I I U LI i 11 TiI,•� :" ' i L11L 1W . I II Jill 1 Ll ll 11_1144 11 l ' 1 I I I III II II II III II II lil illlli � II1111! 1111111111 1111 11111 I I I� II 11 1 11 11 1 1 .. FROST DEPTH FRONT ELEVATION LEFT RIGHT ELEVATION REVISIONS: Q q, -0 43 3 EAST DUPLEX DATE: 7-2612 ELEVATIONS PLOT SCALE: V6. • P_0• DRAW BY: MICK BONDURMt JOB WO.: !202 SHEET NO: A-4 G 12 —ls TOP PLATE cp FIN FLOOR U r____________ A BUILDING SECTION SCALE: I/S"=1'-O" -or- 1/4"=1'-0" ROOFING PER SPECS. 15/32' O.S.B. SWEATWING TRUSSES c 24" OO. IR' GNB. R-49 TR/SS INSULATION OR PER ENERGY CALCULATIONS SIDING PER BUILDERS SPECS, 15/32' WOOD STR CTURAL PANEL 51NEATHIN65 2.6 STUDS o 24' Or - 1/2* G.W.E. R-21 WALL INSULATION OR PER ENERGY CALCULATIONS FLOOR C®NSTCTION FINISH FLOOR COVERING ON 314' T t G 51.15FLOOR SHEATHING FLOOR I -JOISTS PER SUPPLIERS SPECS. R-30 FLOOR INSULATION OR PER ENERGY CALCULATIONS SECTION NOTES: O APPROVED ROOFING OVER 30° FELT. 15/32' OSB 5WEATWING AND im P -ENGINEERED TRISSES AT 24' O.C. OR 2x CVERFRAMEO RAFTERS- SEE ROOF FRAMWG PLAN 2. R-49 MIN. INSULATION (OR REFER TO ENERGY CALCULATIONS) PROVIDE V AIR GAP AT EAVES WITH INSULATION BAFFEL 3. I/2' GWB. ON WALLS C CEILINGS: 5/0' TYPE 'X' BETWEEN LIVING AREAS. GARAGE d UNDER STAIRCASES 4, 7/t&'055 SHEATHING OVER 2X6 STUDS AT 24'04, W/R-21 INSULATION (OR REFER TO ENERGY CALCULATIONS) AND PVA DRYWALL SEALER FOR THE VAPOR BARRIER 5. LP. INNERSEAL FASCIA PANEL WITH 2X BACKER G. LP. SOFFIT PANEL WITH CONTINUOUS SAVE VENT, 7. 314' TCG PLYWOOD SWEATHWG OVER ENGINEERED I -JOIST 0. 2X PRESSURE TREATED BOTTOM PLATES AT ALL BEARING WALLS. .10.1. FLASHWG BETWEEN ALL CONCRETE AND WOOD. 9. 4' PVC FOUNDATION DRAIN WITH 2' DRAIN ROCK 10. IR' RN. X 10' ANCHOR BOLTS AT 45' O.C. MAX AMC, 12' FROM CORNERS AT EXTERIOR WALLS AND ALL BEARMG WALLS OR EQUAL FASTENERS. IL 6 MIL VAPOR BARRIER AND ACTIVE RADON MITIGATION SYSTEM PER APPENDIX F. OF 2009 IRC C PRESSURE-- TREATED SILL PLATE 0 PER. FFBAR FZFQJlf4ZFD IN TOP 6' Or FNDTIL WALL !'.IO'MJCD SILL ANCHOR BOLTS s 48' O.C. VD 12' FROM ALL COFNER LOCATIONS MARS 0 46'0j=. - VERTICAL MARS 0 24' O.C. WORIZCNTAL - CONTINUOUS "E WITHIN 5CTrCXI G' OF WALL. (IDAHO ONLY) )'4 MARS IN Fra . CCN-,ItUDUS ,('�ITYP. STEM WALL/ TI W_lWoRqF_MF_NT SCALE: I'=P 1/2" =P-0" NO THROUGH PENETRATIONS ALLOWED SCALE, NTS MINI" 4' DIAMETER STEEL PIPE -/CONCRETE FILL . GUARD POST TO BE PLACED WITHIN 3' CF PRoTE OBJECT AND MIK OF 4' OC. 4E BARRIER SHALL BE EMMEDED o' DIAMETER X 36' DEEP FOOtMG XTEND 36' ABOVE FINISHED SLAM, 1�2 GUA02 E26T PSTAIL \A -6 SCALE, 3/4' . V-0- --- 3/8- . 11.0 - V2" CDX DRAFT STOP ATTACHED TO SPECIAL ENGINEERED TRUSS ALIGNED WITH THE WALL THAT HAS SHEETROCK ATTACHED 5/e," TYPE XSWEETROCK DOUBLE 2x4 FRAMED WALL WITH (1) 5/8" TYPE X SHHETROCK ATTACHE]--) TO ONLY ONE WALL IN SPACE BETWEEN WALLS $!/2" TYPE X SHEETROCK ON OUTSIDE OF FRAMED WALL !12" TYPE X SHEETROCK ENGINEERED WOOD TRUSSES V2"CDX DRAFT STOP ATTACHED TO SPECIAL ENGINEERED TRU55 ALIGNED WITH THE WALL THAT HAS SHEETROCK ATTACHED ENGINEERED TRUSS TO INCLUDE NAILING STRIPS FOR DRAFT STOP Iro" O.C. DRAFT STOP TO ALIGN WITH r'/&" 5PEETROCK, ON DIVIDING WALL THAT SHHETROCK 15 ATTACHED 5/s" TYPE X SHEETROCK !/2" TYPE X SHEETROCK D-1) U 11 NO THROUGH PENETRATIONS ALLOWED 61-roi 11 11 11 DOUBLE 2x4 FRAMED WALL WITH (1) 5/0" TYPE X SPPETROCK ATTACHED TO ONLY ONE WALL IN SPACE BETWEEN WALLS & V2" TYPE X SHEETROCK ON OUTSIDE OF FRAMED WALL " T t G DECKING- V2" ECKING V2" [-JOISTS 19.2" O.C. LEDGER BOARD TO BE ATTACHED THROUGH SHEETROCK TO STUDS TO SUPPORT DECKING 11-41, SILL_ DETAIL 0 KIT '�A �-& SCALE, `-0* --- I" • I'--' THROUGH PENETRATIONS IN FOUNDATION CD cn cn 6" LL!LJ.J I LIN