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2013, 12-18 Permit App BLD-2013-2562 ADU, PorchSpoliane (valleyx Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 720-2540 Fax: (509) 688-0037 permitcenterCaspoka nevalley.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: Project # 2-DI -2S RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION ADDITION REMODEL ACCESSORY BUILDI G'—' ❑ DECK ❑ OTHER SITE ADDRESS: 3203 N. Girard Rd. ASSESSORS PARCEL NO.: LEGAL DESCRIPTIONc BUILDING OWNER NAME: CSV PERMIT CENTER �Cl! L NAME: Maria Eckert Begley ADDRESS: 3203 N. Girard Rd. CITY: Spokane STATE: WA zip: 99212 PHONE: FAX: CELL: CONTACT NAME: Maria Eckert Begley PHONE: FAX: CELL: CONTRACTOR NAME: Dave Covillo MAILING ADDRESS: 14420 E. 20th Ct. CITY: Spokane Valley STATE: WA zip: 99037 PHONE: (509) 891-7946 FAX: CELL: (509) 869-7409 CONTRACTOR LICENSE No.: RENOVDC9600BID EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: 1P IA-ati - C001 ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: 17'-0" Dimensions: 29'-60 X 26' No. of Stories: 1 Total Habitable 767 s.f. Space: Main Floor SQ FT:767 s.f. Upper Floor SQ FT: N/A Unfinished Basement SQ FT: N/A Finished Basement SQ FT: N/A Garage SQ FT: N/A Deck/Covered Patio SQ FT: 295 s.f. Impervious Surface Area: 1,062 s.f. 30% Slopes on Property: N/A No. of Bedrooms: 1 Construction Type: VB Heat Source: Forced Air Sewer or Septic: Sewer TOTAL COST OF PROJECT: $ 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 this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved before this application can be processed. Signature Date: / 2, %%/" i 3 Updated 1-11-11 \\SERVER\Public\Projects\2013 Projects\1331-RDC Begley ADU\Documents\Res_Permit.doc Page 1 of 1 lb-ccc l NEW AM) MAIN ENTRY SITE PLAN 1' - 10'4I' (1: SW EXTERIOR PROPERTY LINE: 14B'-0' - EXIST. GARAGE E. EUCUD AVE EXIST. PARKNG SPACE EXIST. PARKING SPACE - EXIST. HOUSE L J it tli • 'hp J .— UST. HOUSE AAIN ENTRY 1 N BUILDING INFORMATION CLIENT MARIA BEGLEY ADDRESS 3203 N. GIRARD RD. SPOKANE, WA PARCEL NUMBER 35014.0164 LOT SIZE 17,353 SQ. FT. NO. OF STORIES 1 BUILDING HEIGHT 18'-0'I CONSTRUCTION TYPE VB OCCUPANCY GROUP R SQUARE FOOTAGES: MAIN FLOOR TOTAL HABITABLE AREA .. PATIO GARAGE APPLICABLE CODES: 2012 INTERNATIONAL RESIDENTIAL CODE 767 SQ. FT. .... 767 SQ. FT. 295 SQ. FT. N/A SEISMIC ZONE C WIND SPEED 85 MPH (70 FASTEST) SITE EXPOSURE C SOIL BEARING PRESSURE ASSUMED 1500 PSF FROST DEPTH 24'I MIN. ROOF SNOW LOAD 40 PSF SHEET INDEX A-0 COVER SHEET & SITE PLAN A-1 EXTERIOR ELEVATIONS A-2 MAIN FLOOR & FLOOR FRAMING PLAN A-3 ROOF FRAMING PLAN A-4 BUILDING SECTIONS & DETAILS A-5 DETAILS S-1 BRACED WALL PLAN & DETAILS D- I?-?5 o Project (1* 1-1 RECEIVED JAN 0 5 2014 SUB PERMIT CENTER SU V # ] REV, iT SCAM NOTE: -SCNE AS NOTED WHEN PRINTED AT 22a94 - MULTIPLY SCALE BY 0.$ WHEN PRINTED AT I lAl7 ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST. INC. ALL RIGHTS RESERVED in W U W Z N w BEGLEY ADU TTNEW4 EVERY ONEMAWHO HEATARS THESE WORDS OF MINE 00E3 THEM VALL BE LIKEIKE A A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK.. DRAWN BY: CAJ CHECKED BY: OMT DATE: 1/2/2014225:31 PM JOB NO.: 1331-RDC SHEET NO.: AO FILE! January 2, 2014 Karen Kendall, Planner City of Spokane Valley 11703 E. Sprague Ave., Suite B3 Spokane Valley, WA 99206 Subject: ADU located at 3203 N. Girard Road (ADU-2013-0007 and BLD-2013-2562) removal of accessory structure. Dear Karen. Per your request this letter is to inform you that prior to occupying the ADU referenced above I will remove an existing 140 square foot shed from my property in order to comply with the lot coverage requirements for ADU's per the City of Spokane Valley municipal code. Thank you for your help and attention to our project. Should you have any further questions, please contact my designer Oscar Torres at his office at 509-444-5270. Sincerely; :14 Maria Eckert Begley Project # RECEIVED AN p62011 CSV PERMIT CENTER SUB r . ---\ REV. FI �.E 2012 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Conditioned -Floor Area MIME Conditioned Building Volume 6519. . . . ..... .. . . . . .. Weather Station S04— n.—Co - Component occupancies PoceTarget Values kea dA Area - - DOM U A300 37 37 5 Overhead Gluing U=:0.500- . . . 0 0 . . .. . . . 0 0 Vertical Gla2ing Ul—.0,300n 115 35 118 37 FiaVaufted Ceilings U=0026 767 20 ',767 27 I Wall (above grade) U =-0.056- 923 52 920 44 Floors U.=.0 029 707 22 .7$7 22 Slab on Grade F='0540 0'0 0 Below Grade Wall U=:0042. 0 0 0 :0 Below Grade Slab F=0570 01 z so TargetUATotal 139 :Proposed UA Total 136 0i; Cedits fro�n ?!or Target Credits from Table 406.2 5 Quallfies . . .. .. . . . . . .. .. .. . . . . .. . . . . . . .. if the P + r6posed UA 5 the Target UA, and.thii.PWOlied Credits Frcm'rEl5l`t+406;2.ai.e those clu(ned 6h 8406.2th4rl. the home meets the 2012 WSEC.: . . . .. .. . . . . . .. .. .. . . . . ii)ae]r1or Doors Plan. Component Door Width Height in Descriurtion.Ref.. U - Feet In-' Area UA - . .. .. . . . . . ::Sum of Area and UA Overhead Glazingt Plan Component Glavng Width Height lnce pet 'Inch Area 6A 4 d ::SUm of Area and UA . .. . . . . . . .. Copyright 2013, WSUEEP10409 (Version 11) CoPled by Parnessbr, fm. Washington Sone University Extension Energy Program. (see copyright restrictions) 12/5/2013 1 of MIME SOMEONE . .. .. . . . . . ::Sum of Area and UA Overhead Glazingt Plan Component Glavng Width Height lnce pet 'Inch Area 6A 4 d ::SUm of Area and UA . .. . . . . . . .. Copyright 2013, WSUEEP10409 (Version 11) CoPled by Parnessbr, fm. Washington Sone University Extension Energy Program. (see copyright restrictions) 12/5/2013 1 of 2012 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies ..... .. ........ ... Vertical Glazing - Plan Component .: : Glazing ..Width Height ID Description Ref. U Ot. Feet '"` Feet inch Area UA MF 2 gl Vinyl, Low E + Argon (SH) SB60.: 0.32 4 3 5 2 gl Vinyl, Low E + Argon (Pk) 2 gl Vinyl, Low E + Argon (SH) . SB60 SB60 0.27 0.32 4 2 1 2 6 1 5 9 25 2 8 2 gl Vinyl, Low E + Argon (Sldr) . SB60 0 0 0.32 0.00 2 3 4 0 8 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 o.00 0 0 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 . 0.00 0 0 0 0.00 :0 0 0.00 0 0 411, TIP 0 0 0.00 0 0 0 0 0 o oo 0.00 0 0 0 0 0 n:oo 0 0 0.00 o.00 0 0 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0.00 0 0 0 0.00 0 0 0.00 0 0 . 0 0.00 0 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0 0 0 00 0.00 0 0 0 . 0.00 0 0 0 0.po 0 0 0.00 0.00 0 0 0 0 0.00 0.00 0 0 0.00 0 0 0 o.00 0.00 0 0 0 0 41. 0.00 0 0 0.00 0 0 0.00 0.00 0 0 0 0 0.00 0 0 . 0.00 0 0 0.00 0 0 718 37 ... Sum of Area and UA Glazing Area Weighted U Copyright 2013, WSUEEP10-009 (Version 11) Copied by permission from Washin ton State University Extension Energy Program. (see copyright restrictions) 12/5/2013 2ot4 FIat[Vaulted Ceilings 0.316 2012 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies • 0 ..:: 0.000 • -.0... 0.000 • 0 0.000 - - 0.. -; 0.000 MF R21 Cavity Wood Framed, 2x6 wall v Custom. `.0.046 • 0 :.: 0.000 • . , 0--..-..:0,000 . , . , : .... .: - -Sum of Area and UA Floor (over crawl or exterior) : :. ... Plan Component - . Floor . - . - ' ID Description Ref. U .. :; Area. UA .. ...... ...... .......... Plan - : Component Attic ..... ID -Description Ref. U .. Area . UA MP R99 blown Attic STD baffled • 10-7 - - 0.027 R49 blown Sdssor 4:12 STD battled • 10-7 1 0.038 0 .. . : `. 0.000 200 5 567 22 0 0 .Sum of Area and UA Walls (Above Grade) : : - .. .. ,. loran 767 27 ID Descriptions Ref. r . U _ Net Area UA 920 44 0 0 0 R30 vented Joist l6oc 10-3 • .'0.029 • 0 :.:::.: 0.000 • o 0.000 . 0 • 0.000 ... ... ... . ..... . 'Sum of Area and UA 767 0 0 2 Slab on Grade (less than 2feet below grade) . .... ... ... o�... n�mn„nont .. .. Slab Slab ID Description - Ref- : F ; :... . . Length :: UA :. : .: Sum of Area and UA ..... Below Grade Walis and Slabs Plan : Component Wall Wall Wail ::Slab Slab Slab Ref U Area UA r.. F Leh th . UA ". 0 ID - .Description • 0 -. 0.000 0.0 ;.0.000 -.. ..0 0 .:. -. 0.000 o:o =:-0.00o d 0 ; 0.000 0.0 0.000 0 0 .::0.000 0.0 : 0.000 0 Sum of Area, Length and UA Copyright 2013, WSUEEPI O-009 (Version 11) Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) 12/3/2013 3 of 4 2012 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies table: e R4 e.2 ...... Table R406.2 Summary Opt. a Description Efficient Building Envelopeia Efficient Building Envelope 1b Credit(s). c 2 2c 3a 3b 3c 3d Efficient Building Envelope 1c' AirLeakage Control and Efficient Ventilation 2a Air. Leakage Control and Efficient Ventilation 2b.' Air Leakage Control. and Efficient Ventilator 2c: High Efficiency HVAC3a High:Efficiency HVAC.3b:: High Efficiency HVAC3c High Efficiency HVAC-3d High.Effipiency HVAC. Distribution System 20 5 0.5 : 1.0 0.5 Efficient Water Heating 5b Efficient Water Heating .1.5 5a 6. Renewable Electric Energy ..-. , . .. _'. 0.5 kWh 11 2 0.5 ❑ ❑. Please refer to Table R406.2.for complete option descriptions Copyright 2013, WSUEEPI 0-009 (Version 11) Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/3/2013 4 of 4 i ------... --- -- ---- ---- _._._ ._.........._....--......._ SOUTH ELEVATION 1/4" = 1'-0" (EAR ASPHALT SHINGLE ROOFING O -GROOVE PANELS t2 BATTS @ 12" O.C. SMART TRIM FASCIA (TYP. @ GABLES) SMART TRIM —MAIN T.O.P...,� 8'- 1 1%8" SMART TRIM @ WDWS, EXT. DRS, AND CORNERS NINTEED "CEDAR LAP" 6-1 /4" EXP. G, INSTALL PER MFG. SPECS. \INTEED STRAIGHT -EDGE 'LES, INSTALL PER MFG. SPECS. STONE VENEER PER CONTRACTOR 3, INSTALL PER MFG. SPECS. MAIN FLOOR T.O SUBFLR. 0" — .—BTM OF PORCH SLAB -------------� _ -611 FDN. WALL -------------- BTM OF FTG.-� I \ .............. -_- ............... !_ -- — - 1_ _ L. - --- - -- __. T.O. FTG. EAST ELEVATION ..... .__............ ........ .... __..... BIM _OFFTG_� 3'-1 4" 1/4" = P-0" ------------ — --- -- - 1----- -- -------- ----------------- ----------------- — _—---------- —------------ - --------------- ------------------------ .— T.O.FTG._� I Oil NORTH ELEVATION �.--•-....... -•-_.___ _ _BTM OF FTG. 3'-4" 1/4" = 1'-0" - ---- -- - -- 1 - I — — — - --._ ...._._..— _._.._ --- ---- — --------------._—_._...-- -----...._._._._ _-- -- —------- —------- --------- -- ------------ --- --------------------------------- -- -------------- ---- ------ — WEST ELEVATION 1/4" = 1'-0" MAI N T. 0. P. 8'- 1 1/8"� MA INFLOOR T.O.SUBFL - 0" _FM._O-F PORCH-.& � -6, T.O. FDN. WALL -10" T_O.FTG. a-.,— 2' - 10" .._._.__._________________B__T_M_ -3'-4" oar LEW ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK... DRAWN BY: CAJ CHECKED BY: OMT DATE: 12/5/2013 8:40:50 AM JOB NO.: 1331 -RDC SHEET NO.: c o /� s (� V l V Z j ++ u W zz =U) N = t \Ml V1 U ' m z c >(_ Z v a, c v 0 ill m ,id W 0 w cQ vj�vX 0 -6LT z= � � " Z a) Ln ` 0 �r • ' Y tt V i o � rmi m i , t 7 i� / O � N AFO v o MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK... DRAWN BY: CAJ CHECKED BY: OMT DATE: 12/5/2013 8:40:50 AM JOB NO.: 1331 -RDC SHEET NO.: 31'-6" 29'-6" 2' - 0" 3' - 2"" 4' - I 1" 3 1' - N U) 36"x60" SELF - SKIRTING ACRYLIC SOAKING TUB O U O 1u w z U 0 0 2'-0" HT. WALL_ (INCL. 1 - 1 /2" CAF') ' - 10 1/2" 3' - 9 II/2" 2' - 3 1/2" 4' - 0 1/2" 5-9"" 2'-8" CLOSET II I 7 III I x I / \I III 24"x30" ATTIC II I ACCESS A v 6'-63/4" 4'-2" 3 N BATH 48" VANITY 7 \ / I X / \ LAWS W/D l; O 4x4 CONC. PAD O1 O PATI O 4 24"x30" CRAWL = ACCESS 10 I /4"- /3' - 2 3/4" BEDROOM 3 A 3'-41/2" 9'-9"" 14'-9" '- 10 1/2" !O 4'-71/2" kr m 0 9 KITCHEN U 0 INSIDE CORNERS > TO BE ROUNDED P 1 2" DP. EATING BAR NEAT-N-GLO SLIMLINE SERIES GAS FIREPLACE (36" TALL FIREBOX @ 1 6" A.F.F.) LIVING ROOM 2' 4" PORCH 4 7'-21/2" 8'-0" 29'-6" 2 3'-41/2" 14'-9" 4' - 2" 9'-9" FLOOR PLAN N O N c N 0 2'-0" 0 0 N 10'-0" TO EDGE OF PORCH 30-0" TO EDGE OF FRONT PORCH I'-0" 1 /4" = 1'-0" FLOOR COVERINGS LEGEND ID ROOMS) FLOORING Q KITCHEN, BATH * LAUNDRY VINYL © LIVING ROOM $ HALL WOOD El BEDROOM $ MASTER CLOSET CARPET 4❑ PATIO BRUSHED CONCRETE DOOR ROUGH OPENING SCHEDULE DOOR DESCRIPTION WIDTH HEIGHT EXTERIOR SINGLE HUNG EXT. + 2-1/2" + 3" INTERIOR PREHUNG SINGLE DOOR + 2-1/4" + 1-3/4" DOUBLE W/ ASTRAGAL + 3" + 1-3/4" DOUBLE W/ NO ASTRAGAL + 2-1/4" + 1-3/4" POCKET DOORS SINGLE DOOR (WOOD POCKET FRAME) 2 x DOOR WIDTH + 2" + 4-1/2" DOUBLE DOOR (WOOD POCKET FRAME) 4 x DOOR WIDTH + 2" + 4-1/2" BI-FOLD W/ JAMB $ CASING + 2 1/2" 8I -3/4" SHEETROCK WRAP + I " 50-3/4" BI-PASS W/ JAMB $ CASING + I -1/2" + 2-3/4" SHEETROCK WRAP NET + I -3/4" ""WINDOW SPECS: VINYL FRAME WINDOWS W/ U VALUE PER WSEC ENERGY CALCULATIONS. DOOR SCHEDULE PLAN ID WIDTH HEIGHT TYPE QTY. NOTES 0 3' - 0" 6' - 8" EXTERIOR DOOR w/ GLASS 1 © 3'-0" 6'-8" 2 © 3' - 0" 6' - 8" POCKET DOOR 1 0 2'-6" 6'-8" 1 Q 5' - 0" 6' - 8" BI-FOLD 1 Q 5' - 0" 6' - 8" SLIDING DOOR 1 © 2' - 6" 6' - 8" EXTERIOR DOOR 1 WINDOW SCHEDULE PLAN ID WIDTH HEIGHT TYPE HEADER HEIGHT QTY. NOTES 3'-0" 5'-0" SH 6'-113/8" 4 1'-6" 1'-6" PIC 6'-113/8" 4 n 2' - 6" 5' - 0" SH 6' - 11 3/8" 2 4 3'-0" 4'-0" SLDR 6'-113/8" 2 MAIN FLOOR: 767 S.F. FRONT PORCH: 295 S.F. GENERAL NOTES: N CC3' ccar%ct^ w�c�cys�c�e c)c 1. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES AS ADOPTED FROM THE INTERNATIONAL RESIDENTIAL CODE (IRC). DRAWINGS ARE NOT TO BE SCALED (USE DIMENSIONS). 2. PROTECTION $ OPENINGS BETWEEN DWELLING $ ATTACHED GARAGE SHALL HAVE MATERIALS APPROVED FOR ONE- HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE $ NO OPENINGS OTHER THAN SELF -CLOSING TIGHT FITTING DOOR OF EITHER, 1 3/8" SOLID WOOD OR HAVING FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES. 3. PROVIDE A MINIMUM OF A 50 CPM FAN IN KITCHEN, LAUNDRY ROOM, MUDROOM AND ALL BATHS. DRYER VENT TO VENT DIRECTLY TO OUTSIDE WITH MAX LENGTH OF 25'-0". VENT TO BE OF HARD METAL CONSTRUCTION. 4. PROVIDE BACKING AT ALL WINDOWS FOR DRAPERIES $ BEHIND UPPER CABINETS. 5. ALL SHELVES IN ENTRY* WARDROBE CLOSETS TO BE PER CONTRACTOR SPECS AND TO BE APPROVED BY OWNER(S). WINDOW NOTES: 1. CONTRACTOR SHALL VERIFY ALL WINDOW $ DOOR. TYPES, DIMENSIONS AND QUANTITIES. 2. ALL WINDOWS $ DOORS TO BE INSTALLED PER MFG SPECS AND TO BE APPROVED BY OWNER(S) OR CONTRACTOR. 3. SIZES SHOWN DEPICT NET OPENING SIZE, ROUGH FRAMING SIZES TO BE SPECIFIED BY WINDOW SUPPLIER. 4. WHEN SHOWN, GRIDS TO BE INSTALLED AS PER ELEVATIONS, SEE SHEET A- I . 5. ALL WINDOW AND EXTERIOR DOOR HEADERS ON MAIN $ UPPER FLOORS TO BE CONST. W/ 2-2x 10's FLUSH W/ EXTERIOR WALL, UNLESS OTHERWISE NOTED (U.O.N). 6. HEADER HEIGHT TO BE ROUGH 0- 1 1 3/5" ABOVE TOP OF ROUGH SUBFLOOR, UNLESS OTHERWISE NOTED (U.O.N). 7. ALL DOOR AND WINDOWS TO BE FRAMED WITH A 3" ROUGH JAMB. 5. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE (SEE DETAILS). 9. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 10. WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW $ THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS A MIN. 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED THE GLAZING BETWEEN THE FLOOR AND 24" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" DIA. SPHERE CAN'T PASS OR THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. I I. STRUCTURAL NOTES: 29' - 6" 2'-0" 3 A5 a 7' - 0" 5'-0" CRAWL SPACE PROVIDE 6 MIL. V.B. w/ LAP JOINTS @ 1 2'-0" O.C. 3'-0" BLOCK OUT FLOOR JOISTS FOR 20" x 30" CRAWL ACCESS 7'-6" 3'-0" LET IN P.T. 2x I 0 FOR JOIST BEARING, SEE DETAIL: 3 / A5 z 6" CONC. FDN. WALL, TYP.---' 8'-0" (3) 2x5 HEADER (DEARING WALL) 2x4 STUDS @ 1 6" O.C. ON 1 2"x6" CONT. CONC. FTG. (3) 2x5 HEADER LET IN P.T. 2x 10 FOR JOIST BEARING, SEE DETAIL: 3 / A5 O O J 0 cn \ \ L UNEXCAVATED CONC. SLAB SPECS: - 3-1/2" CONC. SLAB WI #4 BARS @ 24" O.C. 1 0) N ( 2" x 6" CONT. CONC. -� - FTG., TY1' - ----1 121 J CRAWL SPACE VENT w/ MIN. 12 SQ. IN. OF VENT AREA (767 SQ. FT./ 150 SQ. FT PER VENT = 5.1 5F OR 6 VENTS) EXTEND VERT. FDN. REINF. BARS THROUGH TOP OF WALL FOR PATIO SUPPORT 0 0 FOUNDATION PLAN 1 /4" = 1'-0" I . ALL MEMBERS IN BEARING CONDITIONS SHALL BE ACCURATELY CUT AND ALIGNED SO THAT FULL BEARING IS PROVIDED WITHOUT THE USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OR SUPPORT UNDER TO INSURE TRANSFERENCE OF VERTICAL LOADS. ALL RAFTERS SHALL BE NOTCHED FOR FULL BEARING AT ALL SUPPORTS. ALL JOISTS AND BEAMS TO HAVE A MINIMUM BEARING LENGTH OF 1 1/2" ON ALL SUPPORTS, UNLESS OTHERWISE NOTED. 2. ALL SOLID SAWN FRAMING LUMBER TO BE DF/L #2 $ 5TR, UNLESS OTHERWISE NOTED. GLULAM BEAMS SHALL BE D/F, USE COMBINATION 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR MULTI -SPAN AND CANTILEVERS. ALL STEEL SHALL BE A36 GRADE, UNLESS OTHERWISE NOTED. 3. 2-2x_ BUILT-UP GIRDERS AND BEAMS REQUIRE 1 6d NAILS @ 32" 0.C. TOP $ BOTTOM STAGGERED W/ 2-16d NAILS AT END AND SPLICE. 4. 3-2x_ BUILT-UP GIRDERS AND BEAMS REQUIRE 20d NAILS @ 32" O.C. TOP $ BOTTOM STAGGERED W/ 2-20d NAILS AT END AND SPLICE. 5. PROVIDE SOLID BLOCKING AT POINT LOAD LOCATIONS TO INSURE PROPER TRANSFER OF VERTICAL LOADS TO FOUNDATION. 6. CONTRACTOR IS RESPONSIBLE FOR INSURING TRANSFERENCE OF ALL VERTICAL LOADING TO FOUNDATION SYSTEM. WINDOWS ARE TO BE DRYWALL -WRAPPED ON INTERIOR 3 SIDES w/ WOOD SILL $ APRON -COLUMN LEGEND - POINT LOADING REQUIRING BUILT-UP STRUCTURAL POST THAT SHALL CONSIST OF OTHER A MIN. 3-2x4's IN 2x4 WALLS OR MIN. 3-2x6's IN 2x6 WALLS. BUILT-UP POST TO FULLY SUPPORT BEAM WIDTH. 4x4 DF/L COLUMN # I FASTEN W/ SIMPSON ABU44 OR CBSQ44-SD52 BASE ONLY WHERE COLUMN IS FREE-STANDING $ ATTACHED DIRECTLY TO CONCRETE. USE PRESSURE TREATED MATERIAL WHERE IN DIRECT CONTACT W/ CONCRETE. FLOOR FRAMING NOTES: I . UNLESS OTHERWISE NOTED, FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED TJI JOISTS AS PER FLOOR PLANS AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR ENSURING TRANSFERENCE OF ALL VERTICAL LOADING TO FOUNDATION SYSTEM. 3. PROVIDE SOLID BLOCKING IN FLOOR UNDER BEARING WALLS AND POINT LOAD CONDITIONS. 4. REFER TO MANUFACTURER'S SPECIFICATIONS FOR NAILING, BLOCKING, AND HOLE SIZE STANDARDS. 5. UNLESS OTHERWISE NOTED ON PLANS ALL HANGERS OR CONNECTORS TO BE SIMPSON TYPE SPECIFIED BY SUPPLIER AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. "NOTE: ALL HANGERS TO RECEIVE A GENEROUS AMOUNT OF DAP CONSTRUCTION ADHESIVE IN SEAT PRIOR TO JOIST INSTALLATION. 6. FLOOR DESIGN LOADS: INTERIOR FLOOR LIVE LOAD = 40 PSF DEAD LOAD = I O PSF 7. ABBREVIATIONS: BM CLG F.J. GL HDR ML BEAM CEILING FLOOR JOIST GLU-LAM HEADER MICROLLAM LVL EXTERIOR DECKS LIVE LOAD = 40 PSF DEAD LOAD = I 0 PSF PL TS S.S. STL TYP U.O.N. PARALLAM PSL TIMBERSTRAND LSL SOLID SAWN STEEL TYPICAL UNLESS OTHERWISE NOTED N CRAWL SPACE FOUNDATION $ CONCRETE NOTES: 1. FOUNDATION CONCRETE TO BE MIXED TO A MIN. 2,500 PSI RATING W/ 5" MAX. SLUMP USE MIN 5-1/2 SACK MIX. $ A MIN. 28 DAY COMPRESSIVE STRENGTH. 2. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL W/ MIN 1,500 PSF SOIL BEARING PRESSURE. 3. EXTERIOR FOOTINGS SHALL BE PLACED AT A MIN. 2'-0" DEPTH BELOW FINISHED GRADE FOR FROST PROTECTION. 4. PROVIDE ASPHALT EMULSION DAMPROOFING OR EQUAL TO EXTERIOR PERIMETER OF CONCRETE WALLS. 5. CONCRETE SLABS: 6. A) GARAGE SLABS TO BE A MIN. 3 1/2" THICK, OVER 4" OF GRAVEL FILL. CONCRETE TO BE A MIN. 6 SACK MIX $ 3,500 PSI AT 28 DAYS WITH 5-7% AIR ENTRAINED B) ALL SLABS SHALL HAVE #4 REAR @ 24" 0/C E.W. W/ A MIN. CLEARANCE OF 1-1/2" FROM THE BOTTOM OF THE SLAB. VENTED CRAWL SPACE: PER IRC 405.2: THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. ONE VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED I/4": A) PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070 (1 .5 MM) INCH THICK. B) EXPANDED SHEET METAL PLATEDS NOT LESS THAN 0.047 INCH (1.2 MM)THICK. C) CAST-IRON GRILL OR GRATING. D) EXTRUDED LOAD -BEARING BRICK VENTS. E) HARDWARE CLOTH OF 0.035 INCH (0.59 MM) WIRE OF HEAVIER F) CORROSION -RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING 1/8 INCH (3.2 MM). 7. RADON MITIGATION SYSTEM: PROVIDE GROUND COVER WITH A 6 MIL BLACK POLYETHYLENE SOIL -GAS -RETARDER. THE GROUND COVER (SOIL -GAS -RETARDER) SHALL OVERLAP A MINIMUM OF 12 INCHES AT JOINTS, AND EXTEND TO ALL FOUNDATION WALLS. A PLUMBING TEE OR OTHER APPROVED FITTING SHALL BE INSERTED HORIZONTALLY BENEATH THE GROUND COVER AND CONNECTED TO A 3-INCH MINIMUM DIAMETER VENT PIPE. THE VENT PIPE SHALL EXTEND UP THROUGH THE BUILDING FLOORS AND TERMINATE AT LEAST 12-INCHES ABOVE THE ROOF IN A LOCATION AT LEAST 10'-0" AWAY FROM ANY OPENING INTO THE BUILDING. AN ELECTRICAL CIRCUIT MUST BE PROVIDED AND TERMINATE IN THE ATTIC NEAR THE RADON VENT PIPE FOR THE PURPOSE OF SERVING A FUTURE FAN INSTALLATION. 5. ALL DUCTING LOCATED IN CRAWL SPACE SHALL BE SEALED WITH MASTIC AND FULLY INSULATED. ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED BEGLEY ADIJ MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK... DRAWN BY: CAJ CHECKED BY: OMT 1 DATE: 2/5/2013 8:40:51 AM JOB NO.: 1331-RDC SHEET NO.: 24"x30" ATTIC ACCESS (2) 2x I 0 HEADER (TYF. @ ALL EXT. OPENINGS U.N.O.) L I-- -►- L -4 _____ Th__ PRE-MFG. MODIFIED SCISSOR TRUSSES PRE-MFG. SCISSOR TRUSSES @ 24" 0.C. @ 24" 0.C. (SEE SECTION: I / A4) > 1 (SEE TRUSS PROFILE SECTION: 2 / A4) I I I 1 n v ' 0" X N II W a_ ON „ N :AME w/ 2x I 0 5 @ 24" O.C. (2) 2x 10 BEAM, SEE DETAIL: 3 / A4 ROOF FRAMING PLAN 1 /4" = 1'-0" NOV N STRUCTURAL NOTES: I • ALL MEMBERS IN BEARING CONDITIONS SHALL BE ACCURATELY CUT AND ALIGNED 50 THAT FULL BEARING IS PROVIDED WITHOUT THE USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OR SUPPORT UNDER TO INSURE TRANSFERENCE OF VERTICAL LOADS. ALL RAFTERS SHALL BE NOTCHED FOR FULL BEARING AT ALL SUPPORTS. ALL JOISTS AND BEAMS TO HAVE A MINIMUM BEARING LENGTH OF I 1/2" ON ALL SUPPORTS, UNLESS OTHERWISE NOTED. 2. ALL SOLID SAWN FRAMING LUMBER TO BE DF/L#2 BTR, UNLESS OTHERWISE NOTED. GLULAM BEAMS SHALL BE D/F, USE COMBINATION 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR MULTI -SPAN AND CANTILEVERS. ALL STEEL SHALL BE A36 GRADE,_ UNLESS OTHERWISE NOTED. 3. 2-2x_ BUILT-UP GIRDERS AND BEAMS REQUIRE I Cd NAILS @ 32" O.C. TOP $ BOTTOM STAGGERED W/ 2-16d NAILS AT END AND SPLICE. 4. 3-2x_ BUILT-UP GIRDERS AND BEAMS REQUIRE 20d NAILS @ 32" O.C. TOP $ BOTTOM STAGGERED W/ 2-20d NAILS AT END AND SPLICE. 5. PROVIDE SOLID BLOCKING AT POINT LOAD LOCATIONS TO INSURE PROPER TRANSFER OF VERTICAL LOADS TO FOUNDATION. 6• CONTRACTOR IS RESPONSIBLE FOR INSURING TRANSFERENCE OF ALL VERTICAL LOADING TO FOUNDATION SYSTEM. -COLUMN LEGEND - POINT LOADING REQUIRING BUILT-UP STRUCTURAL POST THAT SHALL CONSIST OF EITHER A MIN. 3-2x4's IN 2x4 WALLS OR MIN. 3-2x6's IN 2x6 WALLS. BUILT-UP POST TO FULLY SUPPORT BEAM WIDTH. ROOF FRAMING NOTES: I • UNLESS OTHERWISE NOTED, ROOF SYSTEM SHALL CONSIST OF PRE-ENGINEERED TRUSSES INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS. TRUSSES WILL NOT DE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCS., AND ALL TRUSSES SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. 2. CONTRACTOR IS RESPONSIBLE FOR INSURING TRANSFERENCE OF ALL VERTICAL LOADING TO FOUNDATION SYSTEM. 3. PROVIDE SIMPSON H2.5A TIE DOWNS AT EACH TRUSS OR RAFTER TO TOP PLATE CONNECTIONS. 4. ALL HIP MASTER $ GIRDER TRUSSES ASSUME 2-PLY CONSTRUCTION. 5. PROVIDE SIMPSON "PSCL" SHEATHING CLIPS TO BRACE UNSUPPORTED SHEATHING EDGES. G. TRUSSES SHALL NOT BE NAILED TO INTERIOR NON -BEARING WALLS UNLESS OTHERWISE NOTED. 7. ROOF DESIGN LOADS: LIVE LOAD = 40 PSF DEAD LOAD = 15 PSF 8. ABBREVIATIONS: BM BEAM PL PARALLAM PSL CLG CEILING TS TIMBERSTRAND LSL GL GLU-LAM S.S. SOLID SAWN JST JOIST STL STEEL HDR HEADER TYP TYPICAL ML MICROLLAM LVL U.0.N UNLESS OTHERWISE NOTED ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED c 0 0 U c cu V) c ai .0 c � 0. tf) . x U. c N v L L 0 Y VV' 0 o ui `4t o V) N m • o O n 0 Ln V' N � 0 o BEGLEY ADU c < w oC z 0 z0 co o� MN MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK.. DRAWN BY: CAJ CHECKED BY: OMT 1 DATE: 2/5/2013 8:40:51 AM JOB NO.: 1331-RDC SHEET NO.: ROOF/ CEILING SPECS. - ATTIC VENTILATION AT I :300 w/ 50% BY WAY Of RIDGE VENT AND 50% BY WAY OF SAVE SOFFIT VENTS - PER-MFR. TRUSSES @ 24" O.C. (INSTALL $ BRACE PER MFR. SPECS) - 30 YR. CLASS "C" LAM. ROOFING TO BE SPEC'D BY CONTRACTOR $ COLOR APPROVED BY OWNER - 30# MIN. FELT PAPER - 7/16" 055 SHEATHING - 2x6 BLOCKING BTWN TRUSSES - R-49 INSUL. BATTS - 6 MIL. V.B. OR EQUAL - 5/8" GYP BD w/ PAINTED FIN. EXTERIOR WALL SPECS. - 2x6 STUDS @ 16" 0.C. - 1/2" GYP BD w/ PAINTED FIN. - 6 MIL. V.B. OR EQUAL - R-2 I BATT INSUL. - 7/ 16" OSB SHEATHING - TYVEK BLDG WRAP - SIDING PER ELEVS. 12 .44 WM!d*mho!a! !iW?NINi!No'�o�d!='�o!o'�i!o!d!i�'o!AWo!i!i!o!i! IIiwe=s�!i'is��o����s�l FOUNDATION SPECS: (SEE FOUNDATION PLAN FOR WALL $ FTG SIZES) - 2x6 P.T. SILL (PROVIDE SILL SEALER @ TOP OF FDN WALL) - GRADE FIN. TO START 6" BELOW T.o.F. $ SLOPE AWAY FROM BLDG. - 1/2" DIA. x 10" A.B.'S @ 48" O.C. OR APPROVED METAL STRAPS @ 48" O.C. - REBAR PER CODE 1 BUILDING SECTION 1/4" = 1'-0" FLOOR FRAMING SPECS. - 2x 1 O F.J.'s @ 16" O.C. - LET IN P.T. 2x I 0 JOIST HANGER - 3/4" T$G PLYWD SUBFLR, GLUED $ SCREWED - R-30 FLR BATT INSUL. - SEAL BOTTOM OF F.J.'s w/ 6 MIL VISQUEEN CERTAINTEED FIBER CEMENT CEDAR �-- PORCH CEILING PANEL — 1 CRAWL SPACE SPECS (VENTED): - 6 MIL. V.B.; LAP JOINTS 1 2" O.C. - 4" PERFORATED PIPE FOR RADON VENTING WINDOW FLASHING ISOMETRIC N.T.S GENERAL NOTES 'SEAL ALL TYVEK ® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEK ® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. EXTEND TYVEK ® HEADWRAP ® AT TOP PLATE OVER SHEATHING MINIMUM ROOF INSULATION ABOVE EXTERIOR WALL TO EQUAL VALUE OF WALL INSULATION CAULK AIR BARRIER (FROM CEILING) TO TYVEK ROOFING SHINGLES MEMBRANE TYPE SAVE PROTECTION (48" HIGH MIN.) 1/2" PLYWOOD SHEATHING c/w H CLIPS PRE-ENGINEERED RAISED HEEL WOOD TRUSS (PREFERRED) R-40 INSULATION 3/4" x 3" WOOD FURRING AIR $ VAPOR RETARDER 1/2" GYPSUM BOARD VENTILATION SPACER VENTED METAL SOFFIT �"— EAVESTROUGH TYPICAL WALL WOOD SIDING WOOD FURRING TYVEK ® HOMEWRAP 7/1 6" OSB SHEATHING 2"x6" WOOD STUDS w/ R-2 I BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD ROOF/ WALL INTERFACE DETAIL RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (HEATING CLIMATE) TYPICAL WALL ISOMETRIC TYPICAL WALL LAP SIDING TYVEK ® HOMEWRAP ® 7/ 16" 0515 SHEATHING 2x6 WOOD STUDS w/ R-2 I BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD LAP AND TAPE TYVEK ® AT JOINTS N.T.S 12 5" ENERGY HEEL MAIN T.O.P. 8' - 1 1 /8" TRUSS PROFILE 1/4" - 1'-0" MAIN FLOOR T.O.SUBFLR. BTM OF PORCH SLAB op -6" \T.O., FDN,_WALL� -10" _-- _-- T.O.FTG. -2'-10" BTM OF FTG. LP NO -GROOVE -3' - 4" SOFFIT GENERAL NOTES *SEAL ALL TYVEK ® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEK ® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING (AROUND WINDOW RSO) WINDOW WITH INTEGRAL MOUNTING FLANGE WINDOW HEAD DETAIL TYPICAL WALL WOOD SIDING WOOD FURRING TYVEK ® HOMEWRAP ® 7/ 16" 055 SHEATHING 2"x6" WOOD STUDS w/ R-2 I BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD INSTALL TYVEK ® FLEXWRAP TK OVER MOUNTING FLANGE. LAP TYVEK ® $ TAPE JOINTS. RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (HEATING CLIMATE) 5 1/2" 5 I/2" 3 BEAM DETAIL 1" = 1'_OII FLOOR 2x6 JOISTS 3/4" TONGUE $ GROOVE PLYWOOD SUB -FLOOR 1 x8 SMART TRIM 2x4 2x6 (2) 2x I O's WRAP BEAM IN SMART TRIM 2x6 I x 18" SQ. CAP MAIN T.O.P. B'- 1 1/8" 1/2 7 1/2" 6 1/2" 1/2" PORCH WALL SECTION 1" = 1'-0" GENERAL NOTES *SEAL ALL TYVEK ® JOINTS AND PENETRATIONS WITH APPROVED DUFONT CONTRACTOR TAPE. *FASTEN TYVEK ® TO SHEATHING WITH LARGE HEAD NAILS OR U5E NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) —I 1 1= BASE OF WALL DETAIL TYPICAL WALL LAP SIDING TYVEK ® HOMEWRAP ® 7/ 16" 05B SHEATHING 2"x6" WOOD STUDS w/ R-2 1 BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD SILL GASKET CAULK TYVEK ® TO CONCRETE FOUNDATION WALL INSECT SCREEN ANCHOR BOLT PER PLAN PARGING $ DRAINAGE LAYER CONCRETE FOUNDATION WALL N.T.S GENERAL NOTES *SEAL ALL TYVEK ® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEK ® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) 'LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. PROVIDE WOOD BLOCKING $ MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION TYPICAL WALL WOOD SIDING WOOD FURRING TYVEK ® HOMEWRAP ® 7/ 16" 05B SHEATHING 2"x6" WOOD STUDS w/ R-2 I BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD PENETRATION (ex. EXHAUST VENT) CAULKING FLANGE (SEALED TO PENETRATION) SEAL/TAPE TYVEK ® TO FLANGE (USE TYVEK ® FLEXWRAP FOR LARGE OPENINGS) WALL PENETRATION DETAIL RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (HEATING CLIMATE) -_L.xB-SMART-.TRIM CAP ....................................... --CERTAINTEED-STRAIGHT- EDGESHINGLES ........................................................................ PRE-ENGINEERED MFG. TRUSSES @ 24" O.C. INSUL BAFFLE 30 YR CLASS "C" LAM. ROOFING TO BE SPEC'D BY CONTRACTOR COLOR APPROVED BY OWNER 1" MIN. AIR SPACE FOR ATTIC VENTING ICE * WATER SHIELD ALONG LOWER SECTION OF SAVE FOR A TOTAL SECTION OF GO" 7/ 16" OSB SHTHG 30# MIN FELT PAPER DRIP EDGE 2x4 SUB -FASCIA I x6 FASCIA SMART TRIM 24" PRE -VENTED CERTAINTEED CEDAR VENTILATED SOFFIT 7/ I G" O56. SHTHG. TYVEK BLDG. WRAP 2x6 STUDS @ I G" O.C. SIDING PER ELEVS. 2'-0" O.H., TYP. OTYP. EAVE DETAIL 1" = 1'-0" & u GENERAL NOTES *SEAL ALL TYVEK ® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEK ® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) WRAP TYVEK ® INTO OPENING (JAMBS & SILL) TAPE (ESP. @ CORNERS) SING TYVEK ® FLEXWRAP LAP $ TAPE TYVEK AT JOINTS (UPPER SHEET OVER LOWER SHEET) FASTEN TYVEK ® FLEXWRAP TM CORNER USING MECHANICAL FASTENER INSTALL TYVEK ® FLEXWRAP TM AROUND PERIMETER OF OPENING WINDOW SILL DETAIL CAULKING TYPICAL WALL WOOD SIDING WOOD FURRING TYVEK ® HOMEWRAP ® 7/16" 0515 SHEATHING 2"x6" WOOD STUDS w/ R-2 1 BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (HEATING CLIMATE) w w >- w z w R-49 INSULATION 2x8 TRUSS BLRG R-21 BATT INSULATION Suite 700 . 204 S. ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED c 0 0 4-, V _ c w y u m � O c v c v m • -o O 3 • tQ 3 • co CC tr, c J L a; 1- 0 U) 0 tff rn 0 BEGLEY ADU cc < < W cc z V 4 co 0 VJ CV CY) MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK.. DRAWN BY: CAJ CHECKED BY: OMT 1 DATE: 2/5/2013 8:40:52 AM JOB NO.: 1331-RDC SHEET NO.: ®RADON DETAIL 3" = 1'-0" 11/2" 18" SQ., 1 " THICK CAPITAL CERTAINTEED FIBER CEMENT CEDAR PANEL 11 26" 5Q., 2" THICK COLUMN CAP 24" SQ. COLUMN (FACED w/ FAUX STONE VENEER PER CONTRACTOR SPECS, INSTALL PER MFG. SPECS) /4,--1 1 /2" 2'-0" ® COLUMN DETAIL - FRONT 3/4" = 1'-0" 3" DIA. GA5 TIGHT PIPE THROUGH ROOF "T" PIPE FITTING CONCRETE SLAB 6-MIL POLYETHYLENE SOIL -GAS -RETARDER RADON MITIGATION SYSTEM: THE FOLLOWING COMPONENTS Of A PASSIVE SUB -SLAB DEPRESSURIZATION RADON SYSTEM SHALL BE INSTALLED DURING CONSTRUCTION: A MINIMUM 3- INCH-DIAMETER (76 MM) ABS, PVC OR EQUIVALENT GAS -TIGHT PIPE SHALL BE EMBEDDED VERTICALLY INTO THE SUB -SLAB AGGREGATE OR OTHER PERMEABLE MATERIAL BEFORE THE SLAB IS CAST. A'T' FITTING OR EQUIVALENT METHOD SHALL BE USED TO ENSURE THAT THE PIPE OPENING REMAINS WITHIN THE SUB - SLAB PERMEABLE MATERIAL. ALTERNATIVELY, THE 3-INCH (76 MM) PIPE SHALL BE INSERTED DIRECTLY INTO AN INTERIOR PERIMETER DRAIN TILE LOOP OR THROUGH A SEALED SUMP COVER WHERE THE SUMP I5 EXPOSED TO THE SUB -SLAB AGGREGATE OR CONNECTED TO IT THROUGH A DRAINAGE SYSTEM. THE PIPE SHALL BE EXTENDED OF THROUGH THE BUILDING FLOORS, TERMINATE AT LEAST 12 INCHES (305 MM) ABOVE THE SURFACE OF THE ROOF IN A LOCATION AT LEAST I 0 FEET (3048 MM) AWAY FROM ANY WINDOW OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE BUILDING THAT IS LESS THAN 2 FEET (6 I 0 MM) BELOW THE EXHAUST POINT, AND 10 FEET (3048 MM) FROM ANY WINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS. AF 103.6.2 MULTIPLE VENT PIPES. IN BUILDINGS WHERE INTERIOR FOOTINGS OR OTHER BARRIERS SEPARATE THE SUB -SLAB AGGREGATE OR OTHER GAS -PERMEABLE MATERIAL, EACH AREA SHALL BE FITTED WITH AN INDIVIDUAL VENT PIPE. VENT PIPES SHALL CONNECT TO A SINGLE VENT THAT TERMINATES ABOVE THE ROOF OR EACH INDIVIDUAL VENT PIPE SHALL TERMINATE SEPARATELY ABOVE THE ROOF. 2' - 2" 2"2" 1'- 6" / / 2"2" / / , izX 7 1/4" 3 1/2" 7 1/4" ®COLUMN DETAIL - PLAN 3/4" = 1'-0" 4x4 POST (TRIM OUT ENCASE AS SHOWN) CERTAINTEED FIBER CEMENT CEDAR PANEL 24" SQ. COLUMN BASE BELOW (FACED w/ FAUX STONE) 26" SQ., 2" THICK COLUMN BASE CAP WATERPROOF BITUMEN w/ METAL FLASHING �I�aI�rlA114 ®PATIO DETAIL 1 " = 1 '-0" 1 3-1/2" CONC. SLAB - 0" 4" OF COMPACTED GRAVEL TOP OF CONC. WALL FIN. GRADE TOP OF FTG 2x6 SILL P.T. 2x6 SILL OVER FOAM SILL SEALER 1 /2" DIA. X 10" A.B.'s @ 48" O.C. OR APPROVED METAL STRAPS @ 48" 0.C. 3/4" T*G PLYWOOD SUB -FLOOR R-30 FLOOR BATT INSULATION l/ /// / / /// /// / SIMPSON HUSC210-2Z FACE -MOUNT HANGER LET -IN P.T. 2x I 0 BUILDING PAPER BETWEEN RIM BOARD $ CONC. WALL (TYP.) CONC. FOOTING PER PLAN MIN. 30" CLR ® CONC. FDN. WALL DTL. 1 " = 1'-0" ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED c 0 8 m � c c Eh N U ai .ac_� o o � •• x N CD It) L v: v. of O ui tY • o N 2 • O O n O N tri 1- � O d < cc z 3 zo^ `. ' ! L.J 0 `) NM MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL BE LIKE A WISE MAN WHO BUILT HIS HOUSE UPON THE ROCK... DRAWN BY: CAJ CHECKED BY: OMT 1 DATE: 2/5/2013 8:40:53 AM JOB NO.: 1331-RDC SHEET NO.: CS-WSP ♦ ♦ • 4 4 ♦ i ♦ i, A A • • it 4 4' i' A 4 •' •' A A A • 4 A A ♦ • A A A 4 A • A 4i • 4 it •' • 4 4 A • A • • A •' A• • 4 4 i! CS-WSP BRACED WALL PLAN 1 /4" = 1'-0" a_ MIN. 24" WOOD STRUCT. PANEL 16d NAIL AT 1 2" 0.C. ORIENTATION OF CORNER STUD MAY VARY 8d NAIL AT 6" 0.C. ALL FRAMING MEMBERS AT PANEL EDGES AND 1 2" 0.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (TYP.) GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH IRC CHAPTER 7 (INTERIOR) CONT. WOOD STRUCT. PANEL ORIENTATION OF CORNER STUD MAY VARY 16d NAIL AT 1 2" 0.C. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS PER IRC TABLE 602.3(1) $ 602.3(2) CS-WSP METHOD 3 CS-WSP METHOD 3 GB METHOD 5 SHEATHING NAIL ATTACHMENT OPTION 7/1 6" 055 SHEATED BRACED WALL PANEL FASTEN w/ 6d NAILS @ 6" O.C. ALONG SHEET EDGES $ 1 2" 0.C. ALONG INTERMEDIATE STUDS. SHEATHING STAPLE ATTACHMENT OPTION 7/1 6" 055 SHEATED BRACED WALL PANEL FASTEN W/ 15 GA., 1 3/4" LONG, 7/16" CROWN STAPLES @ 4" 0.C. ALONG SKEET EDGES $ 8" O.C. ALONG INTERMEDIATE STUDS. GYPSUM BOARD ATTACHMENT 1/2" GYPSUM BOARD BRACED WALL PANEL FASTEN W/ 1-1/4" SCREWS @ 6" 0.C. ALONG SHEET EDGES $ 1 2" 0.C. ALONG INTERMEDIATE STUDS. BRACED WALL DESIGNATIONS BASED ON THE 2009 IRC AND SEISMIC DESIGN CATEGORY A ,15 or C TYPE BRACED WALL LENGTH REQUIREMENTS GB BRACED WALL PANEL CONSTRUCTED IN ACCORDANCE WITH IRC SECTION R602.10.1, GYPSUM WALLBOARD SHALL BE A MINIMUM OF 96" LONG WHEN APPLIED TO ONE FACE AND 48" LONG WHEN APPLIED TO BOTH FACES. CS-WSP CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING IN ACCORDANCE WITH IRC SECTION R602. 10.5. SHEATHING APPLIED TO ENTIRE FACE OF WALL, WITH MINIMUM PIER LENGTHS IN ACCORDANCE WITH TABLE R602. 10.4. IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD OR 055 EXTERIOR WALLS, PER IRC R602. 10.5. GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH IRC CHAPTER 7 (INTERIOR) 8d NAIL AT 6" 0.C. ALL FRAMING MEMBERS AT PANEL EDGES 1 2" 0.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES ID REVISIONS THIS DOCUMENT IS COPYRIGHTED AND MAY NOT BE USED, COPIED, OR ALTERED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM DESIGN SERVICES NORTHWEST, INC. ALL RIGHTS RESERVED 509.444.5270 Bus . 509.444.5246 Fax . www.designservicesnw.com MATTHEW 7:24 EVERY ONE WHO HEARS THESE WORDS OF MINE AND DOES THEM WILL Bk LIKE A; WISE MAN WHO BUILT HIS HOUSE UPON THE AOCK... DRAWN BY: CHECKED BY: OMKf .. 1 DATE: 2/5/2013 8:40:53 AM JOB NO.: 1331-RDC SHEET NO Fl LE ' o' REVIEW R CODE COMPLIANCE SPOKA ' E ALLEY BUILDING DIVISION