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HomeMy WebLinkAboutPermit File 5111 Macbeth Drive (2) 1007703-1 0011 03/22/2010 001 y Permit Fees 008458 $322.995 S . Cl‘'<:_,, City of Anacortes Permit#: BLD-2009-0351 % , 904 6th Street y' `1 t Issue date: 03/22/2010 p P.O.Box 547 :°' .. 'Co; Anacortes, WA 98221-0547 Expire date: 09/18/2011 Job Address: 5111 MACBETH DR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3029 Project: APN: P59758 Remarks: Garage,office, and deck addition to single family residence. Owner: WES CLINE Contractor: Address: PO BOX 1055 Address: ANACORTES WA 98221-1055 Phone: Phone: License#: General Information: Fees: Building Valuation 30000 Building Permit Fee 193.00 Plan Review Fee 125.45 State Building Code Fee 4.50 Total Calculated: 322 95 Deposits/Receipts. 0.00 Total Due: 322.95 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOE. NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING O UCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATU OF OWNER OR AUTHORIZED AGENT ISSUED BY �, Structural Calculations For CLINE SI EN Anacortes, Washington March 27,2009 Job Number: 09-10 Designed By: �L` Q of as,y �� (Gallagher Engineering Inc., P.S. `;�+. 903 N.Washington Avenue +111 On.; /iof Centralia, WA 985311 �p� 9 40817 ��� (360) 420-5460 e�F0isT .a�°C . 6/ONAL EXPIRE 2 26 10 IF SIGNATURE IS NOT IN BLUE INK THIS IS NOT AN ORIGINAL COPY. CONTACT THE ENGINEER OF RECORD FOR AN ORIGINAL GENERAL NOTES: APPLICABLE CODES: 2006 International Building Code [IBC] 2006 International Residential Code [IRC] ASCE 7-05 [ASCE] 2005 NDS/ASD/LRFD Wood Design Manual [NDS] BUILDING LOADS: Dead Loads: Roof: 15 psf Floor: 15 psf Walls: 10 psf Concrete: 160 pcf Steel: 490 pcf Live Loads: Roof: 25 psf Floor: 40 psf Decks not near grade: 60 psf Wind Load: 3 Second Gust 85 mph Seismic Load: Seismic Design Category: D [IBC] Soil Loads: Retaining walls have been designed for loads shown on IBC Table 1610.1. Soil capacities are based on IBC Tables 1804.2. If organic or expandable soils are encountered,overexcavate through these soil layers or consult a geotechnical engineer. MATERIAL STRENGTHS AND FRAMING DETAILS: Framing Lumber: Stronger lumber may be used in lieu of that specified in engineering. Studs: Hem-Fir or equal as approved in IRC R602.1.1 End nail all studs with(2) 16d nails. See"Shear Transfer"details and Shearwall Schedule for additional nailing requirements. Provide full width bearing beneath girder trusses and beams. Provide(1)stud minimum beneath beams with span<= 8'. Provide(2)stud minimum beneath beams with span> 8'. Beams and Headers: #2 DFL U.N.O Posts supporting Beams: 6x shall be#1 DFL U.N.O.,Decks#1 P.T.H.F. 4x shall be#2 DFL U.N.O.,Decks#2 P.T.H.F. Posts sitting on slabs shall be elevated from concrete slabs 1". Corrosion resistant steel shall be installed between the concrete and the bottom of the post or a 1"tall concrete pedestal shall be constructed. All beams to be simple span U.N.O. Rim boards shall be a minimum 1 1/a"thick,maximum 1 %2"U.N.O. Bolt shall be predrilled. The shank of the bolt shall be installed in a hole over drilled 1/32"to 1/16". TO BE CONTINUED ON NEXT PAGE. December 24,2007 MATERIAL STRENGTHS AND FRAMING DETAILS (CONTINUED): Roof Sheathing: 7/16 Struct II OSB or Struct II CD-X. Wall Sheathing: 7/16" Struct II OSB or Struct II CD-X Manufactured Lumber: Truss Joist products specified in engineering. Stronger products may be used in lieu of that specified in engineering. As indicated in calculations or equal. Strength and deflection criteria must be met if a replacement material is used. Concrete: 28 day compressive strength=2500 psi U.N.O. Rebar Strength: #5 and smaller shall be Grade 40 or Grade 60 U.N.O. #6 and larger shall be Grade 60 TRUSSES: All trusses to be simple span U.N.O. MANUFACTURED HARDWARE: Simpson hardware,or any other brand of hardware, shall be installed as specified by the manufacturer. Contact Simpson at 1-800-999-5099 or(209)234-7775 or visit their website at www.strongtie.com for installation requirements. A Field Guide For Installation can be ordered from Simpson, Catalog Reference Page 13,Form Number S-INSTALL Metal hardware in contact with pressure treated wood, except anchor bolts,shall be galvanized to Simpson ZMAX standards. • December 24,2007 1. PROJECT INFORMATION: Wes& Sherri Cline 5111 Macbeth Anacortes,WA 98221 2. STRUCTURAL DESIGNER: Patrick Gallagher,PE Gallagher Engineering Inc.,P.S. 903 N.Washington Avenue Centralia,WA 98531 (360)420-5460 3. SCOPE OF DESIGN: Lateral and vertical analysis of new residence, including beams and shear walls. 4. FLOOR AND ROOF LIVE LOADS: See general notes. 5. GROUND SNOW LOAD: Pg=25 psf 6. BASIC WIND SPEED AND WIND EXPOSURE: See calculations. 7. SEISMIC DESIGN CATEGORY: See calculations. 8. ALLOWABLE SOIL BEARING CAPACITY: 1500 psf minimum per IRC Table R401.4.1. 9. MATERIAL SPECIFICATIONS: See general notes. 10. METHOD OF APPROVAL BY STRUCTURAL DESIGNER FOR CHANGES • STRUCTURAL DESIGN IN THE FIELD: 1) Contractor shall call the engineer of record,Patrick Gallagher,at(360)420-5460. 2) A resolution to the issue shall be discussed. 3) If modifications to the design are necessary,the engineer of record shall write a letter to a person close to the project who can provide direction to the workers. This letter shall provide actions to be taken to resolve the issues. 11. SOILS INVESTIGATION: Not required. 12. SPECIAL INSPECTIONS BY THE ENGINEER: Not required. December 24,2007 LATERAL ANALYSIS Job# 09-10 Engineer: PRG Load Calculation: CODE REFERENCES WIND LOADS: Wind loads per ASCE 7-12, Section 6. [IBC 1609.1.1] Simplified method used. Considers vertical projection of building areas. [ASCE 6.4] Roof Pitch = 6 :12 Roof Pitch= 26.6 degrees a= 3.2 ft-smaller of 10% least horiz. dimension and 0.4*h but not less than 0.04*least dimension or 3' Exposure= C [ASCE 6.5.6.3] h = 30.0 ft- mean roof height V= 85.0 mph -3second gust I= 1.00 [ASCE T.6-1] a,= 1.40 [ASCE Fig.6-2] KZT= 1.0 [ASCE Fig.6-2\4] Ps3o= 15.9 psf- "Zone A"worst case wall [ASCE Fig.6-2] Ps30= -4.2 psf-"Zone B"worst case roof [ASCE Fig.6-2] Ps30= 10.6 psf-"Zone C"typical wall [ASCE Fig.6-2] PS30= -2.3 psf-"Zone D"typical roof [ASCE Fig.6-2] WL= Ps = k*KzT*I*Ps3o [ASCE Eq.6-1] Load Combinations: - IBC Basic Load Combinations section 1605.3.1. Material specific durration of load allowable stress increases allowed [IBC 1605.3.1.1] for wood only. 40%for wood shearwalls. [IBC 2306.3.2] For Simpson brand hardware, allowable stress are per their recommendation. Overhangs designed in Wind Zones EOH and GOH• Basic Load Combination: 0.6D +W [IBC Eq.16-14] DESIGN WIND LOADS: ps within 2*a of corners: 2*a = 6.4 ft- Use 7 ft Wwaii = 22.3 psf- 10 psf min. Zone A [ASCE 6.1.4.1] WRoof= 10.0 psf Zone B ps not within 2*a of corners: 2*a= 6.4 ft- Use 7 ft Wwaii = 14.8 psf- 10 psf min. Zone C [ASCE 6.1.4.1] WRoof= 10.0 psf Zone D Load Calculation (Continued): CODE REFERENCES Occupancy category 2 -Table 1604.5 SEISMIC LOADS: Site Class D per IBC 1613.5,2 Diaphragms are considered flexible for wood framing. [ASCE 12.14.5] Simplified method used. Seismic Design Category D. 'ASCE 12.14]and Note: Seismic design category is D per the IRC 1613.5.6. [ASCE T-11.6-11 E= QE+0,2*SDS*D [ASCE Eq. 12-14.3] - [ASCE Eq. 12.14-5] Note: 0.2*Sps*D is the vertical component of load. Structure adequate for this load by inspection. Cd for seismic in wood = 1.6. OE=V= (F*Sps*W)/ R [ASCE Eq. 12.14-11] Pmax' 1.25 No longer required in this code. Judgement Ss= 125 % [ASCE 11.4.1,Fig.22-1] F = 1.1 1.0 for one story; 1.1 for 2 story; 1.2 for 3 story [ASCE 12.14.8.1] Fa= 1.2 Site Class D [ASCE 12.14.8.1] R= 6.5 (Wood Framing) [ASCE T-12.14-1] R= NA (Cantilevered Column if applicable) [ASCE T-12.2-1] To use"cantilevered column,"axial load<15%capacity per ASCE 12.2.5.2 Basic Load Combination: Sim =2/3*(Fa*Ss) [ASCE 12.14.8.1]_ - SDs= 1.0 %/ 100 Distribution per floor: Vx=The portion of seismic load induced at level x. [ASCE 12.14.8.2] [ASCE 12.14.8.3] - DESIGN SEISMIC LOADS: E= p*QE= p*V= 0.212 *Weight(psf) Wood Framing Judgement 0.6D +0.7E [ASCE 12.14.3.1.3, 1. Eq.8.] 0,7E= 0.148 *Weight(psf) Wood Framing Note: Weights are as follows: Roof weight is 15 psf,floors are 12 psf, [ASCE 12.14.8.1,note 2] partitions (interior and exterior walls) are 10 psf. Note: Agricultural storage structures with incidental human occupancy [IBC 1613,1, Note 3] need not be designed for seismic loads. Hardware"collecting" loads may be designed for the loads described above, [ASCE 12.14.7.3] Note: Drywall shearwalls not permitted per ASCE7-05 Table 12-14.1, Item A.13 & 14, They are not permitted in SDC D since drywall is a material"other"than wood or steel. List of restrictions to use simplified method per ASCE 12.14.1.1: 1: Occupancy category I or II: YES if it's a house, small commercial building, agricultural, storage or similar building, see Table 1-1 on ASCE page 3. 2: Site class is not"E"or"F": YES, see above, site class"D". 3: Structure not more than 3 stories above grade: YES. 4: Bearing wall or building frame system. YES. 5: Structure shall have at least 2 lines of resistance in each direction. YES. 6: Structure shall have at least one line of resistance on each side of the center , of mass in each direction. YES. 7: Overhang lengths <=d/5. d =depth of diaphragm. YES. - . 8: For flexible diaphragms only. YES. Non flexible diaphragms do not apply to this spreadsheet. 9: Lines of lateral force resisting systems are not oriented more than 15°from from the allignment of the maior orthoganal direction: YES. Shearwalls skewed more than 15° not considered a part of the lateral force resisting system in that direction. 10: The simplified method used for each maior orthoganal direction. YES. 11: Holdowns designed for 2.5 times the design load for in plane and out of plane irregularities: YES. See holdown calcs. 12: The lateral load resistance shall not be less than 80% of the story above: YES. See shearwall calcs. WIND ANALYSIS Main Floor Plate Height=8' Shearline Tributary Wind Areas(ft) Wind Load Wall Length Unit Shear Wind Zones (Ibs) (ft) (Of) A BCD A 38.5 0 150 0 3083 24 128 B 38.5 0 258 0 4686 9 521 C 38.5 45 49.5 45 2492 5.5 453 D 38.5 45 71.5 65 3018 15 201 E 0 0 60 90 1790 15 119 SEISMIC ANALYSIS NO RADIENT HEAT FLOORS Upper Roof Weight= 15 psf- if applicable-walls and roof combined _ Upper Floor Weight= 22 psf- if applicable-walls and roof combined Shearline Tributary Area'Seismic Load Wall Length Unit Shear Floor ROOF FLOOR (Ibs) (ft) (plf) Capacity A 468 0 1040 24 43 B 1026 0 2279 9 253 C 768 0 1706 5.5 310 D 960 0 2132 15 142 E 748 0 1661 15 111 GOVERNING LOAD Shearline Wind Shear Wind Shear Seismic Governing Load Load Type Mark# Overturning (plf) / 1.4 (plf) Shear(plf) Load A 128 92 43 92 WIND 3 B 521 372 253 372 WIND 5 4165 C 453 324 310 324 WIND 4 3624 D 201 144 142 144 WIND 3 E 119 85 111 111 SEISMIC Existing Note: W/1.4 calculated to get a direct comparison of wind and seismic load shearwall capacities in IBC Table 2306.3.1. ASCE 12.14.1.1 Restriction 12 verification: Upper floor shear capacity= OK lbs Lower floor shear capacity= OK lbs Restriction 12 requirements are met. Note: Floor capacities are computed individually. The purpose of restriction 12 is to ensure a "weak story" condition does not exist. Otherwise the simplified seismic calculation is not applicable. Floor capacities shall not be confused with floor loads. Capacities depend strictly on design. Notes to the engineer: This restriction does not apply to one story structures or structures with a long full height basement retaining wall on the lower floor of a two story structure. Concrete shear capacity is much greater than plywood shear capacity. SIMPLE SPAN WOOD BEAM DESIGN 09-10 PRG Beam Label Typical Roos 4x8 #2 DFL CODE REFERENCES Span & Section Properties: L = 5 ft - span b = 3.5 in - width h = 7.25 in height • E = 1600000 psi [2005 NDS] A = 25.4 in` S = 30.7 in' 1= 111.1 ins 1 Loads: .t q w 600 plf- uniform load entire length ` i P1 = 0 lbs - concentrated load - L1 = 0 ft- from left end ,. P2 = 0 lbs - concentrated load L2 = 0 ft - from left end tx Moments: Mss = 1875 ft-lbs - simple span moment • -" Mp1 = 0 ft-lbs - P1 max moment Mp2 = 0 ft-lbs - P2 max moment ;i: Total Moment = 1875 ft-lbs - conservative estimate Total Moment = 22500 in-lbs fb = 733.8 psi Note: a M / S „ ::::::,„ : . • •: .,: •.: : :: .• : Shear Left: VSSLEFT= 1500 lbs - simple span shear 'i Vp1 LEFT = 0 lbs - P1 left end shear Vp2LEFr = 0 lbs P2 left end shear Total Left Shear = 1500 lbs Note: Horizontal shear :Ii. fv = 88.7 psi = 1.5 * P/A Shear Right: VssRIGHT = 1500 lbs - simple span shear :a: Vp1 RIGHT = 0 lbs - P1 right end shear • .1". VP2RIGHT = 0 lbs - P2 right end shear fii Total Right Shear = 1500 lbs Note: Horizontal shear • • i fv = 88.7 psi = 1.5 * P/A i ,; 'lily ;1< Deflections: Ass max = 0.047 in it AP1 max = 0.000 in <<•v • •is€I AP1 max = 0.000 in -' ' Atotal = 0.047 in - conservative estimate fi TAllowable Stresses: ' -::,..::::',I.',-.I , ,. MOMENT 4x8 #2 DFL SHEAR ...![ll: .; Fb = 850 psi Fv _ 180 psi [2005.NDS] ili CD = .. 1.15 CD = 1.15 [2005 NDS]..' [2005 NDS Cru = • I Fv' = 207 psi [2005 NDS] . Cr = 1 a. [2005 NDS]: :� ,�: CI = 1 • [2005 NDS] ;,I Lk`t Fb' = 977.5 psi „ ''....+ Deflections: r Total Load Deflection Ratio = U 240 "k4 Max Total Load Deflection = 0.25 in `'• Design Checks: CSR: ' Moment: fb: < Fb' OK 0.75 'i Left End Shear: fv: < Fv' OK 0.43 Right End Shear: fv: < Fv' OK 0.43 Deflection: Aactual < Aallow OK ' SIII/IPLE SPAN WOOD BEAM DESIGN 09-10 PRG Beam Label 1211 Roof Beam CODE REFERENCES Span 82 Section Properties: L = 12 ft - span b = 5.5 in -width h = 11.25 in - height E = 1600000 psi [2005 NDSJ ; A= 61.9 in` ,, S = 116.0 in' • . I = 652.6 in`' ,• , Londe: w = 480 plf- uniform load entire length ` P1 = 0 . lbs - concentrated load "l L1 = • 0 ft - from left end P2 = 0 lbs - concentrated load rrij L2 0 ft- from left end v ;!: Mss = 8640 ft-lbs - simple span moment Mp1 = 0 ft-lbs - P1 max moment Mp2 = 0 ft-lbs - P2 max moment ;: Total Moment = 8640 ft-lbs - conservative estimate I t . Total Moment= 103680 in-lbs '..... fb = 893.7 psi Note: a = M / S ._ r>. Sher Leh • , %<: 2880 lbs - simple span shear Vss�EF r = °'�; Vp1LEFT = 0 lbs - P1 left end shear §i VP2LEFT = 0 lbs - P2 left end shear ,; Total Left Shear= 2880 lbs Note: Horizontal shear fv = 69.8 psi = 1.5 * P/A ii. Shear Right: . VSSRIGHT _ 2880 lbs - simple span shear ' ; VP1RIGHT'- 0 lbs - P1 right end shear .r c VP2RIGHT= 0 lbs - P2 right end shear ' Total Right Shear = 2880 lbs Note: Horizontal shear :, fv = 69.8 psi = 1.5 * PIA :I , Deflections: r Ass max= 0.214 in t q ' .�ii is ,. AP1 max= 0.000 in ::' : API max= 0.000 in total = 0.214 in - conservative estimate i ' t ; Allowable Stresses: 'eft r. i,4� �j �1.w MOMENT 0 . : SHEAR :�< ..iY. Fb = 875 psi Fv = 180 psi [2005 NDS] I C = 1.15 [2005 NDS . Cp= 1.15: o = ..,, CL= ... 1 CI = 1 [2006.NDS] r I it C = I Fv' = 207 psi [2005 NDS] �: fu '— cr= 1 [zoos NDS] .. C . 1 [2005 NDS] .. Fb' = 1006.25 psi l......::.;°:........... .. € r Deflections: t. Total Load Deflection Ratio = U • 240 ` . Max Total Load Deflection = 0.6 in Design Checks: CSR: a Moment: fb: < Fb' OK 0.89 t` Left End Shear: fv: < Fv' OK 0.34 ;! Right End Shear: fv: < Fv' OK 0.34 i,, Deflection: Aactual < Aallow OK ii 2 SPAN CONTINUOUS WOOD BEAM DESIGN 09-10 PRG • Beam Label BEAM LINE 1 1.25x9.5 LVL 1.9E CODE REFERENCES Span & Section Properties: L= 8 ft equal span length b= 1.25 in-width h= 9.5 in-height E= 1300000 psi [2001 NDS] A= 11.9 in: Wall DL=40 OfS= 18.8 in'' • I= 89.3 in,, Loads: w= 332 plf-uniform load entire length Moments: M= 2652 ft-lbs Note:a=M/S M= 31824.0 in-lbs Note:M max=0.125*w*LZ fb= 1692.E psi Note: Middle support governs moment and shear calm. Shear Middle Support: i' V= 1657.5 lbs Note: Horizontal shear :' : 1.5*V= 2486.25 lbs = 1.5"P/A fv= 209.4 psi Reaction Middle Support: R= 3315 lbs Note: Reaction=1.25*w*L Allowable Stresses: 2.55 - . . . 1.59687194 �' 1i WOOD TYPE DFL#2 MOMENT SHEAR Fb= 2650 psi Fv= 170 : psi [2001 NDS] C 1 CD= 1 [2001 NDSI p k CL= 1 Ci= 1 [2001 NDS] +i l Cfu 1 Fv'= 170 psi [2001 NDS] C = 1 12001 NDS] 1, • C1 1 [2001 NDS] s Fb' 2650 psi 3 Design Checks: CSR: ci 4 Moment: fb: < Fb' OK 0.64 `� Shear: fv: > Fv' NO GOOD 1.23 SHEARWALL SCHEDULE Capacity Mark# Sheathing Nails Notes (plf) 1 NOT USED 2 NOT USED 239 3) 7/16" Strucural Grade II OSB 8d Common or 10d Box @ 6" 4, 7, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12" o.c. field 350 (.41) 7/16" Strucural Grade II OSB 8d Common or 10d Box @ 4" 5, 7, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12" o.c.field 451 (,j 7/16" Strucural Grade II OSB 8d Common or 10d Box @ 3" 6, 7, 9, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12" o.c. field 6 NOT USED 7 NOT USED 8 NOT USED ABP NOT USED Shearwall Notes: 1. Not used. 2. Stepped foundations shall meet the requirements in IRC Figure R602.11.3. 3. Not used. 4. Anchor bolts shall be 1/2"(I), 7"embedment, and a 3"x3"x3/16" square washer. 4' o.c. 5. Anchor bolts shall be 1/2" 4, 7" embedment, and a 3"x3"x3/16" square washer. 2' o.c. 6. Anchor bolts shall be 1/2"c, 7" embedment, and a 3"x3"x3/16" square washer. 1' o.c. 7. One anchor bolt shall be provided within 12" of the end of each sill plate. 8. Not used. 9. Provide nominal 3x or 4x framing at abutting panel edges receiving edge nailing. 10. Studs shall be spaced not more than 16"o.c. 11. 10d box nails may be used in lieu of 8d common. All nails shall have full size head. 12. Not used. 13. Panel edges shall line up with the center of studs and shall be nailed not less than 3/8"from the panel edge per IBC 2305.1.2.1. HOLD DOWN SCHEDULE Mark# Type Shearline OSimpson STHD14 or STHDI4RJ B, C OSimpson HDU4-SDS2.5 with 5/8" diameter B allhread, embedded 7.25"with Simpson "SET" Epoxy. Simpson "ET" Epoxy is not adequate. 1) Stronger hold downs can be used in leiu of these. 2) See Simpson Wood Construction Connectors book for propor installation. 3) 3x sill requires "SSTBL" holdowns where "SSTB" are labeled above. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD WITH ALLTHREAD AND COUPLER, OVERTURNING: Shearline: B, C Overturning = 521 plf* 8' =4165 lbs Select— Simpson STHD14 or STHDI4RJ 4165 < 5025 lbs Shearline: B Overturning = 453 plf* 8'= 3624 lbs Select— Simpson HDU4-SDS2.5 with 5/8" diameter allhread, embedded 7.25"with Simpson "SET" Epoxy. Simpson "ET" Epoxy is not adequate. 3624 <4565 lbs HDU4 3624 < 0.64*7515 lbs— Epoxy / -5.95' a m°� / / se /// ® PROJECT INFORMATION o /5F G N. '> DRAINAGE NOTE: //77 • ® R-775' Project Info. ; This Project consists of a Garage and Officecr I EXIST. GRAVEL DRIVE addition of an existing home. TIE ALL FOUNDATION, ROOF AND L= 80.19 PARKING DRAINS TO 4' PVC TIQHTLINE • TO BE REPLACED IV/ CONC. TO EXISTING STORM DRAIN EASMENT. / // :• 4. P Owner : Wes and Sheri Cline �I P.O. Box Anacortes,, W WA 98221 TEMPORARY EROSION AND SEDIMENTATION CONTROL SF G i3 ® 360-588-8701 (TESC) / j, ; '' '• 1 ' , �, O'SETBACK i3 Project Address ; 5111 Macbeth ACCESS ROAD / z,t ' fs��,'%$7'/�f Q N. Anacortes, WA. 98221 1, CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, / +t < } �4Iti </,l„ SS • "� P ` UNLESS APPROVED BY THE OFFICIAL. % i1- Sri,1111Xa;+I1` :02/£lJ' �1�/4 fS ' A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLED WHICH WILL REMOVE ® // ' •,•�'+ +� �je;jSyrS'�V,...Y....f, /rl E • \� •/ S. Legal Dlscdption : SKYLINE NO B LOT 99 AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO .. "f •• ' ,1 a ,;%0•5WV.st •,,. • .•/•Srf /� \� Assessors Parcel # ; P59758 • ENTERING THE PUBLIC ROADWAY. THE EFFECTIVENESS AND EFFICIENCY OF • de r ! `l+. rF si , " • .+ `i b. THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL .f.. • 4 M" y 175 ' �fpr wee-tat }z kr ` ` �f IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS / ; -tt) % ''i ' }� t � � 11 v`01.1 Y1'• %.•' EXIST. CONC. P Codes ; 2006 International Residential Code (IRC) ,la ` +I. �` •+. " i t`; i +- i - International Mechanical Code IMC REMOVED FROM THE TIRES BY CONTACT 1IE PUBLIC THE AGGREGATE,THE TIRES ® / ,+ ',, :�, .• ` • ` ` \ / DRIVEWAY ( ) SHALL FROM SH THISS PRIOR TO SHALL BE THE RIGHT-OF-WAY.THE 8F " !,,j 1 V. ii > ` lt. ir Q,00' N.E. PROP. International Fuel Gas Code (IFGC) CO WATER PROCESS SHALL BE DIRECTED TO ASEDIMENTATION /• +fI1,:�1 < i{i +S L " i„ , - ` `" I' ! I ` 1 ' '`� ' ' "� CORNER Uniform Plumbing Code UPC 00 POND OR OTHER APPROPRIATE PUBLIC STORM NT•TRAPPINGRSYSTEM.BMPFOR TREATMENT / • /Jf, `13 71 .5e 2 4 yf , � t •• i;� 2�^ "'t (UPC) 0 PRIOR TO RELEASE TO THE WATER np, " 1'-'1 R +r'L,21;: •A 'ii ` s - ,,t : "at2 x• • .. ` g; " to. International Fire Code (IFC) VD THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL !iD® '�, i � ' i ' ' 5l� ' , 2`�+�1�i� >� 41101341,�, \ Washington State Ventilation and Indoor air Ln PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC • . j•1•s �f ti 9507/ - 1 �`.��`. + - `', "" ACC` .`i,.`�i . '•f N. QualityCode SVIAQ RIGHT-OF-WAY. PERIODIC MAINTANANCE OF THE ENTRANCE, INCLUDING i, i ""�.5� 'I ' V' ^'z'1 7 '�` `+ `e`.t" t2`ti , -r } " ' ) Cn K. I'. isys;% s t � : i `` • } �• , 2006 Washington State Energy Code THE IR OF SE IME REPLACEMENT VI ES SHALL BE, ER CLEANING G ANDlOR \ • _ 4140141 �1' FF ELEV 0 REPAIR OF SEDIMENT-TRAPPINGOEVICES DIRECTED B SHALL BE PERFORMED AS (��' / t S ' '' •' Y ' *".ac�, : i` � 2 e ` ry II�tttt s.a - i.•/ �� / " aC i /""' ' : �.z ` ii, .�VIM s t .. 41141,1a / O CONpiT10NS DICTATE OR AS DIRECTED BY THE OFFICIAL. � 4 'K. , /" ' � ' I' � � �'��' '{ {{ { , �, , T -1 .1 t) { ,„t..,,,..----" i;• t , fIIi ' ' yJslt/,ficice Construction Type ' Type V Non Rated with 1-hour fire lD SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON / $¢f `�L};+Lm'+�'� " , ,+ i + �2 � , ` � '�tt {I't,ljt� � � '-' tiyS�%Sy'/1/�/ / yp yp ' AT LEAST A GAILY BASIS. \' ` ' A • `� > ' ' I {� , �� ifi"'<'S/. i / separation between R-3 end U-1 t S i {�'`+1 U , l .,yy. ., �� t . 4//Y iIIlllttj•ltLi tip, J {�l{l�`t{ 't�I;°;ti���t�{1t� ,�� :� Sbf{ f li' .../ SOIL STABILIZATION \A" iii Ik .atl� dlivA t ` , }it 1c,11 �,l Occupancy Typo (s) ( R-3 ) Single Family Dwelling U I I , i , t t, II j W \ ll , , • .. 2 ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF-SITE OR 1 \ , , i Ili 111jf ) j'i,,, l" 1 . $ I `�hi`�`�',.t" �g,i,S�< C r, ��,} t44{�t {{ltUtiff" h�, lJ•, / ( U-1 ) Private Garage INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE ski _' ,,I I '� ',It ,Ilt��l ' I I i'_I ' $ , �'1' I t�}t �•, {jS „yY / APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER \ • I I 5 ' II 'k't t I r ys�_ 5��;;i '=.s`fiiJJi. S (', ''y;J/S , lu + I 1 y , /, , s/1y'.• tG „1�/� / Building Height : 23 - 1 1/4" • •. VEGITATION, PLASTIC COVERING, MULCHING,OR APPLICATION OF GROUND \ -` 'I I rljtf Irti ' -< ' fi�lf, �i�/,�/jj !'S /,' '4i,% / g g BASE ON AREAS TO BE PAVED. 77BACK \ \ 411 . iLI itIL'� • i I - _ y``i�(.1,�S114#T'2,i + r'' l�,Y' 0i,•ilj � 'Qij \\� 1I'\ I: . . �:it:i: iS�?:Giii�' ,:_ !,'i '��711� �ff.Y,SS�fii, Sl '/ 0 PROTECTION OF ADJACENT PROPERTIES , 74'.I'' • :4 1>t% r--. ;? _•-�':['_ 8415 4 /;:fss' , +;1 13'-71" E�XI G FOOTPRINT Building Areas : Existing Main Level - 1104 Sq. Ft. �r,::: +.. .; .: 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT \ SF(SILT FENCE) \ N� ; ?' : r;�;-' •:- : t ;�, �/.��, f „� 2 Existing Lower Level- 1104 Sq. Ft. DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, / \�\` 13 ��4 ,it' / j New Office Area - 197 5q. Ft, QJ SEDIMENT BARRIERS OR FILTERS, DIKES.BERMS,OR MULCHING, OR BY A \ \ �\� • -,•, " - Y"i �J- :�'S�4 s 1 New Garage Area - 523 Sq Ft. (n COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. �� i ;• ti U r ' � S .l rSl �l New Deck Area - 361 Sq. Ft. SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER RUNOFF -,' •'�Z ' • 'Ill%l x.ts4 Total Impervious Area - 2205 Sq. Ft. (� RUNOFF FROM THE DEVELOPMENT. THIS SHALL BE ACCOMPLISHED BY ® ` \ ���,• i .. ; - •�✓11 Lot Slze - 7530 Sq FL CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERR.4ETER OF THE \ (1 • C DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC ` \ �` ` rb • L STORM SEWER SYSTEM. OPEN SPACE TRACTS AND BUFFERS SHALL NOT \ • \N 1*1*1 � / ` ' G>r/ Total Lot Coverage - 29% 1 Li BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED. PRIVATE p \ \� "N\ \ \ / / ;Li 411 .4 CU DRAINS LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS LATH \ SF N . 1 APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. • U.I MAINTENANCE ® \. \ \ \ / .4:10 \ ` 4�L Z ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE N. LOT SIZE - 7530 SG. !Y. / \ DRAWING INDEX a� MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF F LLI . BUILDING CONSTRUCTION, ( NOTE. WITHOUT PROPER MAINTANANCE,COUNTY ` \• 5\ \ \ \ it 1,4 Z INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT SIR? \ \ • \ / N• 1 Slte Pian �l o !I UNTIL CORRECTIVE MEASURES ARE COMPLETED). 6a% \ \ \ v 1(1 O' Project Information �r U U UNUSUAL EVENTS 981, t16,'.[. SE TBA� 2 West and North Elevations t—{• 1't C 5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF (UNUSUAL OR LARGE `` \ \. ���CCC _ - SITE-PLAN u • �I L STORM EVENTS) RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE • -��F/ - — 3 East and South Elevations /y � Q CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. \. \ 1• = 1 O. -0" W ADDITIONAL EROSION CONTROL MEASURES MAYBE NECESSARY WHERE ` . 20'SETBACK q Foundation Plan -i-d >� (\ YOUR PROJECT REGARDING RDING DG ADJACENT DINGD O A DRAINAGE PROVISI FORONS MORE ` r ' _ A M INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC Floor Framing Plan �•d U J1 75 V/ I.r) 14.32. \ / 5 New Well Framing Plan ,..� o Existing Upper Wall Plan It rIZ Q •\ 8 Roof Framing Plan ® / 7 Deck Framing Plan (1.) CC1 �I OTypical Wall section t rj o ; N _ `N�. EXISTING RIDGE LINE _p' .Lr may=. -- __ _ c� �--' -_=— __ ----- •----.r------ e =_ —_— =_= F=— -; s a '�t•�' TtI v DRAWN BY b. 13 -10 8 c_ -- .ir. all J ,,. , L, ,y n, .,. Cline Const. & , I �d�+qrT.:�'.•_• �r���� �yu^•'�,,,r•RT�is!}"L•fwR..e,�T�^ •� 3:r�� Design �/ �rPrio��� P.O, Box 1055 -p I- 1 .�.. Anacortes, WA. 0.00' _s 1 I - 0.00' 588-8701 O • o @ NEB. __ �, �. .r. " "� — _ — 2.00' DATE 2/27/09 a PROP, _ ,_. - -4.00' SCALE -S CORN. , -5.95' @ NW PROP. CORNER 1/4" = 1'-0" UNO N 'I 80,-o„ 4 SHEETf u SITE ELEVATION DETAIL a, 1 E LLI 1 7o EXISTING 50 YR.COMP ROOFING MATERIAL 0 m (---- MATCH EXISTING ROOFING a PROVIDE RIDGE VENTING t m I I I I 1 1 1 I t 1 t ii I I t l � •> GC i i i i t i i r i i i i t i t t t i i i i t , i i i 1 i i i i 1 t i-r t i t t t i t i t i t r t till WHITE VINYL LOWE WINDOWS I I I r 1 1- - 1 t , r t t t I t t , t t r t I l 1 t , I I I t t - t 1 l t J I I I 1 1 t I L . I I_ I t 1 J-I.. --1.-tt ["C` •"'"3' 7' ..' - ram r--r-s---r y .•t-r--ram Tr•-___ems--- .. '._f-t.__ -,-', 1-1-C .. .L.- MAXI SHAKE SIDING / //1 /-- ,/ /// /f ALUM.RAILING W! W/6"EXPOSURE -I V i / I TEMPERED 1)4"GLASS Ma BOARD AND GATT SIDING y r, \ Lf) @ 18"O.C. w �� •i:=i. ;i.l,.:y.; '.Z; : i't•.i<:•.,.%..•<;,,:r.; r • '�� .'•l: t�, aye, 0 ..S''t.a., •.A' t .. ..•. f'V••.•%t.:Si+4i•}.•a{:(..ryj's i•,i ••; .,..y. '!,••1. r""'1 -•.. :.....; i1�ry:.!Ii:2 �'.� ��a.`'�••::'1.r't...ri•.,.••t5':.. {••(r I:'•r • m 5/4 x 4 PRIMED SPRUCE ..e.Nn•,I:".4 • r,`•,;,;.• . , at• y, CORNER BROS(TYP.) '1;`,ws.:;.,i'..,3:3.1-4 i CO LIJ WEST ELEVATIONco 1/4"=1'-0" I 4rr1 Z �����In .� .�1 a:� (i) �r�er.�.M�r•va1ii, ` iN.. wM����s� i ------ ---, ------ --- --t �%1•iii ,•�:� iiiiiZli �i � �1•iitiiiiiiiiiiiiiii /../11.iiiii/tiiiiii •�fiitti MM Mi� w�l �M� S�.s1�111��1_ 1Sii�iittii• i•iI �IM� �Ar���M�M� ��OM ��� iiiT U ..gu/ ■muu•u1 � .. .��raw....�raw�rx.a.. r. araurzrzczarlrra►� ����.rcrr. (t . . __sa_ �__ � _ __ �;__ a__ _i__ � _ii_ � "'-1 Z - �fr ‘ - - , _ip � _ ri . __ __ _ _r, _� _i__ �. i.►0Siiiiiiiiiliiiill►.�-iitiii►i'ii.iiii ii-i-i. .i.i•ii�i—i-s.i.airIril.iiiiii—. isii--t ..0.-- Gr fV) e�' ti-../Er-wr i� r7 . iww. _a1N w-r-o...w-wi.wr�w— .- -wk...agi � _� _.__ ra.. :rlra,!i 4 i,c-T,iF3; __ rw,r"I1 ill•-.._ , _r ® milmimilimmemonomilmimommomminsim 4_ A r ,/ �i � � V i al si MNW1.4 - AII 11 21J: G ��� �`y 4r mai k'WNI vklffill Mir s . a� m Q, Cal O , .9b� E•.�`y�� to ms: .ate \ ' i►a� ����� N.N� � = 'k ram"i N ._11i. 0 N — ,,•11� I...(") m � � � ` �L ► �� DRAWN BY III I�r �I I I ��� :. ,o sI. / V7,z L I Cline Const.& �,1 /. I 4I1 ltr.r, 77 w t'�'L :f`. 1�II� a�: t <, r + . .r,.,;,� 1 ... t ` '4: r :,. 0119 jDesign P.O.Box 1055 tiRr-.7itt}�i_:rc se•z-j'.•,' :2.ir ',..t itx.F �f t �!0:94.1t s. S• 1 any w4 ►o• •.. .!^i,.(:1 }iirl `.. 44t•4f.lf, • I: .' A•vi •f•A i ,4S,�iy0 rry1{!,M• / /6 ; i \ 1 Y��"�', •+ j•:.C'r.,:�.; ':.rr:'fi.l.fi+�{ �i i� ' r" ,.�. iL�t•�r�7�.'• q�,y.r�,•r�:�i'�4�• 7l` / �� ! - I:iDacortes,WA. • Tx. 588-8701 il ® "t'�A i9'� 4- IFp. 41E 1 •4s DATE fY Y y i yfi 2/27/09 1f� �' „�-s:71!ff'�'�!;;;�'�':S%fia i!` �K`;tfi;`•>{;: :.1 ,f•.]y•.;•;�•- :�•)•'- ..,, , ..f•{+•o..:h.ti ,;• .. SCALE SOUTH ELEVATION SHEET0 sz a) 1/4..=1.,0.E 3 z -- - _ E • _ m m 0 \ .t _.... OVER-ALL HT.(EXIST.) 1 1 I 1 r� m 0 L I I 7 1 S 11 1 1 1 1 1 1 1 1 l i l l I!1 1 1 I I 1 111 I111[lifJ I I I II tii I I , 71'o-qlei 1 1 1 1 1 1 1 1 11 1 1 f 1 { 1 1 1 1 1 I 7 1 1 I I 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 i 11 1 I I I l 1 1 1 J 1 1 1 I i l l i 1 1 1 I 1 1 1 1 1 I I 1 I J 1 ` I I I I I I I I I I I 1 l 1• 1 1 1 1 1 _1 I 1 1 1 I 1 I ) I 1 i I 111 Lri _ 1 I 1 I I 1 I 1 I PLATE HT.(EXIST) OFFICE AND GARAGE TO MATCH I ��IV ; ° i 4 r 23'-14' \� ``CO 7,l� Imo . g .a C) MAIN LEVEL(EXIST.) y I LOWER PLATE HT.(EXST.) \I— I H N t- 1�- S ® 7'2" AA I .. -_ to V• L e ° LOWER LEVEL(EXIST.) LA- C) EAST ELEVATION 3 U 1, III LLII1I1I 'I Iil1-rIII 1I 1 _ 1 1 1I 1 1 I s 1 1 1 1 1 ,..0 t t;....1rri ■� .. a_ _ i"'"� — 7.) ° IIIIMIIIMINNIZIMMINIIIIIIIIII .�/�ta......mR .���ta�.a�.a.....auaaommu o iau.t �memmmu sisatans.iti�m'I �11u11mb,_ Ct , nror a•area ara•.a•rema�lr•a�armar irmait ian• • ruraaaata� • •a�or �ij��mumnriial Q) .,-4 �te�a i.a��..., -_-��a�taaatataa��aa.i•nl•ta•�.tati�ata.ramr,41• i.�l.�.���a...�•��.•a.ta.ta.�mr��►- .,.r.....� airAmi ,►.... u - � ... .•... unta...1.........•aaa...Ita....... . . � . --o--... tw ,, I, I.....,,1�/1�. 1 .„,....._ ,�a -AIM 110t11■1N11 M11 11t 4/ - M /1-1 CZ u Ct C)1 to .�_ �,->a�� .aer�•r�. +�, s4 , ""`7 7 x.:f,1, t '"lam,san , ,s 1°`1 I. fi �rc ffr L:M ItiF,v F�,4..� .� w,� rS- #fir:ar p�1.� �r�.:_, ,�.�r C� rt.+.a711�,R QA(.".�ar .+w.4 17� ..w71'� .tea'J�Olirso ..�a7L' r...Mss .'�L' a7Lfr Lw N �Ittad .wcac,•.L mitsw-a��. aa . !.ri.ra.�. .t �.. . alm Lv—it'GwL: atiri,...112 ran. 6zzac: titifntraticg aTZU� r.rr.: .,dtiw ?Gv ='o r V-4 _ �`�' iAmin.�W5'..ti Sa gme„ ,t a „�ar �rrazr sst".r:. vo._I, �J ., ® y i�..... )fro. !':o a`r`_,, ; `'"'s .,, „jrac+. F. a .:-; —6:,.. �'f.. ..� dy Its LC) _ RJt.L••�..��rsT 7j1 72/ ...ei` .�a7J#.-;.1Sf1.:.+ s971 �'y11 :.+a.4711 ■+�aT6'e-_7 w,7 a/�'A..=r[di1 :� _:::(d %:aar,Ssm:rtana, DRAWN o ,..� ,�„�.,v„-� ,�.. Cline C nst & Design• o P.O.Box 1055 "0 Anacortes,WA. 588-8701 C) DATE O 2/27/09 NORTH ELEVATION SCALE i/4•'=1'-0•'UNO v1/4"=1'•0" SHEET eu E LL! 1 „,, .,, r ..Alve.\4. t2 . _ • >to . Q ' 0 , 2C),1\!;;° e154\''' 4 c, .\-- \51\ , ct </' J4,...q '''.219'-7” / 10'-418' I ��� FOUNDATION PLAN NOTES �1 �,� /qv 18 s ,�, s f . ' O New 6"thick concrete wall with#4 bar©18"O.C.vertical IT<E-'-'� Ems. ` and#4 bar© 18"O.C. horizontal unless noted otherwlse.(U.N.0) 1 +:, Provide 1/2"x 10"anchor bolts©48"O.C., k ! ,I 4''8e and no more than 12"from ends of plates U.N.O. ` , e 4 0A Existing 8"thick concrete wall to remain. `) I j,i I — -= _ Q 12"wide by 6"thick concrete footing with(2)#4 bar cont horizontal / ."/ CPo Pour over undisturbed earth. 'l i up 0 Provide block outs In foundation stem wall for 11) slab on grade doors as required. 0 ,/ 1s'-12' ^ 0 Min 1 B"W x 16"W x 10"Deep Post Pad •) 10-fd 0 0 �- W/(2)#4 bar each way. r1 © NEW GARAGE © { 24'-12" • 4"THICK CONC.SLAB OVER MIN.8"COMPACTED FILL. �^ V . PROVIDE A MIN.2"SLOPE TO DRAIN v s C (n 'J \ 12.21 elt . U / , gair .(1) ..tilI Vt. C �, o 19'-s2 . \ w FLOOR FRAMING NOTES L_ '�•�;.�• :,_., , -�:,., ,;�_::� o+•E,,:; 0 z ax \\ ,I cri n O 9 1/2"deep BCl 5000 1.7 or equal space at 16"on center 0 J\\ i �r with 3/4"T&G plywood subfloor material. Is-o I11 �— .. �y� r� - zProvide fillers,web stiffeners,blocking panels and backer blocks 0 ''"'I O recommended by the manufacturer. II • ~ U al R-30 Insulation between joist. 1a'. '' , E Provide 1/2"T-111 blanks for cover under joist. Q Q 9 1/2"x 1 1/4" or equal rim Joist.Typical at RimCO rr 0 Foundation wall below j-•' 0 [ " 2 Cr) 5 C ® 18"x 18"x 10"deep conc, pad w/(2)#4 each way.(Typ Oy ) \ r _ -• • /--�-1 v L_ L_ LJ u O� 50 6 x 6 PT post's,connect to conc.pad w/Simpson AB66Z CI) Ct o Connect to beam above w/Simpson PC66Z.(Typ.) T- 8' 11 7'-91118 " 4'_4t6—f al t'l --N '1 )0 )9 L\1 L-. --------- „ , 6. Cline Const.& r1 � � ( Design �,J a Ct,� ( 11C OVU Y \ DesignBox 1055 r k < ,e 11 { Anacortes,WA. ►4 A-.R_A- L`rc','�re• 6 r \1'(ej/j�.L�(,4S. 588-8701 .O i C iIA/l G�(� ( DATE 2/27/09 SCALE s • 1fA"=1'-0"UNO N sal) SHEET# • z 4 ,13 ..,.. } w I 1 � � f '''‘D / , N �C`�� A,� • / ctGS ,11thiam 2,4-"- k e c=.),....T .-. , ,. (011Aecr A 6. NJ v • , F.-- .:‘_, 6 ,(.....41 1 tif ‘-‘, ....Z----- \ L (�?e2e I g(')'‘ / . , �,�b o ,F 0 / , V N o-ru. l Z cP VS ecl�e er S o� r� Q u �o X I a VAGI S L-J )6 y O u i [vl I r ,�a) 0 I I I^= -11 . - %OVEJ i , semtvJak1 SO",ed J\ ALodtis. yU��1 .: t^, Acillor w W cm 4 . zr 1, -� CU w t ; �I ,m c1u�,�o v\ 0,� U ���f r� ,5� ;� v Q u�h S 1 S �j�t a Co�Cf i. �( �ep�0.c� w cv CO \ C.5 \ ce.k.,..:Art-Lo-,I .--5_j..{2, ,,A -510,.. S fQ��A tCo`� O ,qq U Ch 0 \°A (-NJ IN W �--� M DROWN 6Y Cline Const.& Ol Design I P.O.Box 1055 Anscortes,WA. 588-8701 DATE 2/27/09 a SCALE 1CA=1'-0"I1N0 -, sHEEiO u to E W 7 L o4 C •>"A Q Y\Lv 6 \4 �� ti�v , < bcL,sect 0 1 A-9{�G 1 Z,l y;3;,!,1 .10° r •�" f�. ►bav c(A ,\' \ (WI "sC�N.). iYIS�'3�1 � <1 J\�' cr A N` uE-1. k U'r c 9 ?L{}i S /).., (o io c Q,k- i�vSS ROOF FRAMING NOTES - - �-- b e z j ry� ��v l Q Prefabricated 2X wood roof trusses spaced at 24"on center. Provide 7116"!flick OSB sheathing. Z Tti ISM. Connect to wall framing with Simpson H-2.5 framing anchors, AyX� \ / @ 2 x&DF rafter over framing. - �� z Provide 7116"OSB sheathing. 1 a 1 C Ln p2 22"x 30"min,attic access I 1 / C Cl— r >_v�iiiiiiri���a. COProvide a min.of 36"head room above ceiling, l� —{ .0 j / ` / < �- 9 -1, I —3 ,,\ \ u- O U1 Q3 2 x 6 bearing wall,studs spaced at 16"on center. -- _ p� Ill / m Provide 7116"OSB sheathing at perimeter bearing walls. i D 7 pc' % 1N`-I � \ / O �n ,-, ` W ® 2 x 4 bearing wall,studs spaced at 16"on center. V v Provide 7/16"OSB sheathing at perimeter hearing walls. 1 N/ \ , / O z ® Existing 2 x 4 bearing wail,studs spaced at 16"on center. -- -- —� / \ 0 ® 5F4"x e"facia board.(typical) , r al 0 # \ /Lir X 05 All load bearing headers to be /( ` % '� • Z W 4 x 10 D!,unless noted otherwise. t/',`� \ / r] ''. ® Existing 4 x 12 GLB -- -- 11!! \ / 4� T70C r^ Gi� u 07 Existing 3 x 8 DF beams. 3 �� �x� n�V 111 v (onr<t'cTfi+vs f' p ,j,,�11��{ TizU6S, tUt �Gt. f. z Zip '� '106r J� - — I -- -• ......�/ i \ ��.` �►+��L `�'������ Wl SEV+� N f�l �t / o jv 1�� L �ac�evcl. - 6 \\........ ` n u �_ f � .6 HI ...\-- 7 ¢ s I J / \> 7 a `. © i \ \ \ I- /ch I/ v q ry / • rn di DRAWN BY Cline Const.& Design - NEW ROOF FRAMING PLAN Ana A Box loss naco tes,WA. o ti EXISTING ROOF 586-8701 DATE 2/27/09 CD SCALE 114"=1'•0'UNO ru SHEET# 1 J DECK FRAMING NOTES tv ( �� S?Pit; - -`) I C �� � �11U I o 0 2x 8 PT Joist at 16" O.C. Connect to ledger / rim joist ` �9 w/ Simpson LU28Z. 1L � ' ` `t O (� IA h r� Q 2x 8 PT ledger board, bolted to Rim joist of k Li 00 house wl 5/8"x 5" galv. through bolts at 16" O.C. staggered. •� sO 2x 8 PT Rim joist. — © / a� ..3..,.:.t. w/ 1 x10 cedar skirt board. ,' ,.w } 44® 6 x 6 PT post, connect to conc. pad wl Simpson AB66Z and to beam above w/SimpsonPB66Z. (Typical) gQ 6x12PTbeam. © 4$ . Z © 5/4 x 6" composite decking, connect to joist w/ O2 1/2" Stainless trim screws, (2) per joist. I Z 1-Q7 White Alum. with tempered glass railing system. 0 0 © 0 U Install per manuf. recommendations. 0 -- ---) 0 - -t > CL W. . . . . .� . .. . . . . . . 4CI1 , . . . . . . . . _ _l. `1�-- . . . . . , . .I' ',„ ,- VJ Ll) © Stair treads to be no less than 10 1/2", no less than 36" wide. I- -, _ 00 Risers to be no more than 7 3/4" " z 00 0 Provide a hand rail to less than 34" and no more than 38" 0 C , . I from nose of tread. 3 6' 10'- 18' 10'-to4" 10'-104" / 10'-78' Lt) 018" X 18" X 10" dee) concrete pad w/ Q CI).- • (2) #4 bar each way(typical) �/ C -12 _ „ 11,/ 5,,21,E / LL ....I 10 4" thick concrete larding. Min. 3' from bottom of stairsto . a M DECK FRAMING PLAN U V 1/4" = 1'-0" 381 Sq. Ft. U CL IS R•38 BLOWN INSULATION VQ) t 0 INSULATION BAFFLE W/ - -- "V 1 -50 Y AIR P E ROOFING ' � .) 0 30 COMP. R OVER 30p FELT \\\ 3 4, (3 TRUSSES PROVIDED AND ENGEERED BY / 0 0 A LUC. WASHINGTON STATE T1ISS 0 C MANUFACTURER S /� VTRUSSES ON 24' CENTER'S / T - — I L • I'' Q P +�9 I- H2.5 HURRICANE TIE, EACH T1SS - �� 1i t © o w ( /Z 7/16` OSB OR 12- COX PLY. SfATHING �1�`• 1•� " ITEG� © `� (© ^� ' �-.{ A�q ) W w2 x 4 VENTED BLOCKING �Z A 1f2. GWB tlfA7 DETAIL _ It _ flIC CONT. ALUM GUITER r" • (2) 2x6PLATES-LAP 1/2 - 1'-0 Q II/ 31ULL OPTIONAL SPLICE'S 48' /j V 1 IA u 2 5/4 x 8 FACIA --��/ 4 x 10 HEADER ( UNO) MIN . Iv t tom' Q @ WINDOWS & DOORS n V al 7/18' OSB OR HO COX PLY ER —�` 2 x 6 STUDS @ 16" O.C. V �'' Manniallagie LI) TYPAR OR EQ. HOUSE WRAP �C^� eni PS O• • SIDING AS PER ELEVATION 1 V R-21 INSULATION • VAPOR BARRIER OR PVA PAINT 1 0 �J _ 0 3/4" PLY. DECKING R- 30 BATT INSULATION ( ,. , U ref - }"-4 CONT. RIM JOIST BETWEEN FLOOR JOIST (1Z1 dir o 2 x 4 PT SILL PLATE W/1/7 X �-. • C ANCHOR BOLTS @ 48' OCN O b. N 3" x 3" x 3/16" GALV. SQUAR/ASHERS -_ I W PROVIDE BOLTS NOT MORPAN 1Z' BVT TJI OR APPR'D EQUAL -- -- --- O FROM ENDS OF PLATE'S NI M 6" MIN. TO GRADE ,�. �� �� V �--�', 141' CRAWL SPACE DRAWN BY di t. Itr.Y� MIN. OF 24" BETWEEN BOTTOM OF JOIST AND Cline Const. & II-11-11-11=-11-11-11 `':�leXi NTH Design 1-11=11=11-1111=11=11 a,.?": '0 "} P.O. Box 1055 4" RIGID TIGHTLINE GRAIN IT{ t� S'•4 • -•^ ,y 1 11. .11. .11. .11. ie��w. 6 MILL. BLACK POLY VAPOR BARRIE u DAYLIGHT TO GRADE 11141�II 11 t�II,,;ii;ii P'e', 1"•10 & CONC FOUNDATION WALL LAP SPLICES A MIN OF 12, Anacortes, WA. _ 1 588-8701 11=11-11=11=.11— • .S 1 ; )17. 6' O BARS U 1A O/C VERT. UP DES A MIN. OF 17' .O 11-11=11-II=11 ; •-A:.V).itC.% •• 8 N 4 BARS @ 18' 0/C HORIZ. DATE 2/27/09 " 11--11-11-11-II.4. s i' :r,�' •. ?'- Q. 11-11-.11-11- -+},w,'0ilitit 17 x 6' CONC. FOOTING /1iA\,� 1 Y lT� 4" RIGID PERF. FOOTING OR 1=�l=�l^�I=1 . : • .v 4. W/ ( 2 ) M 4 BARS CONT, WI 12" MIN OF DRAIN ROCK/E- �I -• �'' SCALE DAYLIGHT TO GRADE uc� 1/4" = 1'-0" UNO "Cl)n �' TYPICAL WALL SECTION SHEETS I 1/4" = 1 '-0" 7 •- It E LU 4 Kevlseu Afu/ „ Cl C Page 1 CITY OF ANACORTES `xY A 904 6th Street/P.O. Box 547 , ANACORTES, WASHINGTON 98221 1 L D. Y � �� 7-00 _a 75-I 360-293-1901 One and Two Family Residential Construction Guide NOTE: 1. "Site Copy" approved set of plans must be on site for all inspections. 2. Sub-floor framing inspection is required prior to floor cover. 3. Truss plans shall be on site for framing inspection. 4. Inspection card shall be on job site at all times. 5. Inspections are provided by calling inspection line only. JOB ADDRESS OWNER PLAN REVIEW BY CONTRACTOR _ DATE NOTICE: Minimum code requirements must be incorporated into construction. This list of excerpts is condensed from various codes and only includes the most common errors and omissions. This list is not intended to be a comprehensive building code instruction. Additional code requirements and options are the responsibility of the individual. Approval of plans with notes and/or this list attached does not permit the violation of any building, mechanical, plumbing, fire or zoning code, or any other state or city regulations. GROUND WIND SEISMEC SUBJECT TO DAMAGE FROM WINTER FLOOD ICE AIR MEAN SNOW SPEED DESIGN DESIGN HAZARDS SHIELD FREEZING ANNUAL LOAD (mph) CATEGORY TEMP UNDER. INDEX TEMP WEATHERING FROST TERMITE DEPTH 20 70 D1 MOD 12 STM 24 9/17/03 NO 200 50 Special requirements: INSPECTION RECORD, APPROVED PLANS AND CONSTRUCTION GUIDE MUST BE ON SITE AT EVERY INSPECTION ADDRESS MUST BE CLEARLY POSTED PRIOR TO EVERY INSPECTION • U:\ormslcityofancortes Constr Guide 2.doc • I • I-. • • i • • • • Revised 8/07 Page-2 BUILDING CODES: All construction within the City of Anacortes shall comply with the following codes and amendments per their adopting ordinances. 2006 International Building Code 2006 International Residential Code 2006 International Mechanical Code 2006 International Fuel Gas Code 2006 International Fire Code 2006 Uniform Plumbing Code 2006 Washington State Energy Code 2006 Washington State Ventilation and Indoor Air Quality Code ICC/ANSI A117.1-2003 REQUIRED INSPECTIONS: R108.5 1. Erosion control measures shall be in place before scheduling the first inspection. 2. Footing inspection-forms and reinforcing steel to be in place prior to the placement of concrete. Property corners to be located to determine setback requirements are met as per zoning requirements. 3. Foundation inspection-forms, reinforcing steel and holddowns, bolts in place prior to concrete placement. 4. Footing-Downspout Drains-prior to backfilling, shall have gravel and fabric. (Connection of footing drain and downspout to be 10 feet from foundation) 5. Rough in Underground Plumbing-underground or under slab plumbing prior to cover. ( Water-10 foot stack test or five psi air test is required) 6. Rough Plumbing-Made prior to covering or concealing walls, ceilings and floors. Inspection includes drain waste lines and vents, and water supply lines. (DWV plumbing requires a 5 psi air test or 10ft. water stack test. Water piping requires 50 psi air test or must be under normal operation conditions.) 7. Rough Gas Piping-prior to covering or concealing walls, ceilings and floors. (Requires a 3 psi air test for not less than 10 minutes) 8. Rough Heat and Vent-prior to covering or concealing walls, ceilings and floors. The code requires that the installer leave the manufacturer's operating and installation instructions attached to each gas appliance. 9. Rough Framing-Inspection to be made after the roof, all framing, fire blocking, and continuous load path columns and blocking, wind bracing is in place, and all other roughs are completed and protected. Engineering design and layout for manufacturer's structural components such as trusses or wood "I" joists must be on site at the time of the inspection. If engineered trusses are used, provide the truss engineer sheets. 10. Insulation-Prior to covering or concealing walls, ceilings, floors and crawl spaces. All vertical penetrations shall be filled. 11. Wallboard-prior to taping walls and ceilings after all nails and screws are in place. 12. Final this will include grading, drainage, life safety issues, plumbing fixtures, heating, glazing, address and insulation complete, landscaping, and street or side walk corrections. Design requirements: 1. Where engineered design is used, the design shall comply with the 2006 International Building Code Sections R301.1.1 and R301.1.3. 2. A building of Prescriptive construction may contain engineered design approach for portions of the building, without the entire building being engineered. Section R301.1.3_ 3. Buildings in Anacortes shall be constructed in accordance with Sections R301.2.2 and R301.2.2.4. 4. Wood frame buildings shall not exceed three stories in height. Cold form steel framed buildings shall be limited to two stories above grade. Section R301.2.2.4.1 5. Wood framed wall buildings, having bracing in accordance with Table R602.10.1, may have a story height of 12' without engineering IF the length of bracing is increased by a factor of 1.2 Section R301.3, exception. Where story height limits are exceeded, an engineered design in accordance with the 2006 International building Code is required. Section R301.3 6. Exterior wall location, construction, projections, and openings shall comply with IRC section R302.1 and table R302.1 and Washington State Amendments. U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page-3 7. Approved corrosion- resistant flashings shall be installed at all of the following locations: Exterior window and door openings. 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. • the top of all exterior windows and doors • The intersection of chimneys or masonry construction with frame or stucco walls, with projecting lips on both sides under stucco openings. • Under and at the ends on masonry, wood or metal copings and sills. • continuously above all projecting wood trim • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. • wall and roof intersections and built-in gutters 8. There shall be a floor or landing on each side of each exterior door (exception: where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required for the exterior side of the door) provided the door does not swing over the stairway. FOUNDATIONS and UNDERFLOOR SPACE 1. IRC sec R403.1.3.1, &.1.3.2 Foundation: Where footing style A is used and the wall and footing is placed monolithically shall have not less than one#4 bar at the bottom of the footing and not less than one#4 bar at the top of the wall. Monolithic slab on grade with a footing (type B) shall have not less than one#5 bar or two#4 bars located in the middle third of the footing depth. 2. IRC sec Table R403.1 Minimum width of footines LOAD-BEARING VALUE OF SOIL (psi') — - 1,500. 2,000 3,000 (a) I ? 4,000 (a) Conventional light-frame construction 1-story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 (a) Must be verified by soils report from licensed geotechnical engineer Where a construction joint is created between a footing and a stem wall, (Type A) a minimum of one vertical No. 4 bar must be provided at not more than 4 feet on center. The vertical bar must extend to 3 inches clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches into the wall. The City of Anacortes policy requires that these vertical bars be placed in the footing prior to the footing inspection and that concrete be cast with bars in place. Interior footings supporting bearing or braced wall lines and cast monolithically with a slab on grade must extend to a depth of not less than 12 inches below the top of the slab. 2-#4 rebar or 145 -1- //' in middle 1/3 / 3`Min 6"Above Grade Rebar 7,/ Typical I Rabat Vertical bar 3" clear of 18" ti< bet,&ext. GravelX. max _� Min. 21. x min of 14" 2"dia.,min• into stem 4"thick 3 ]i / 1, , ... 1/ /17 Exterior wall(A)-footing Exterior wall(B) -footing (monolithic) U:\Forms\cityofancortes Constr Guide 2.doc 1 Revised 8/07 Page-4 3. IRC sec R403.1.3.1 Footings Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12" of the top of the wall and one No. 4 bar located 3"to 4"from the bottom of the footing. 4. IRC sec R404.1.4 Plain Concrete Walls Plain concrete walls shall comply with the following: 1. A minimum of one No. 4 rebar shall be located in the upper 12 inches of the wall 2. Wall shall not exceed 8 feet 3. Unbalanced backfill must not exceed 4 feet 4. A minimum wall thickness of 7.5 is required, except that a minimum of 6 inches is permitted for walls not exceeding 4 feet 6 inches in height. 5. Foundation walls supporting more than 4 feet of unbalanced backfill or exceeding 8 feet in height shall be constructed in accordance with Table R404.1.1(5) for concrete. Where Table R404.1(5) permits plain concrete walls, not less than No. 4 vertical bars at a spacing not exceeding 48 inches shall be provided. All concrete and masonry foundation walls shall have two No. 4 horizontal bars located in the upper 12 inches of the wall. 5. IRC sec 404.1.2 Foundation Walls Foundation walls not complying with the requirements for plain concrete, must comply with table R404.1`1(5). and shall have two no. 4 horizontal bars located in the upper 12 inches of the wall. 6. IRC sec 403.1.6.1: Foundation Plates and Anchor Bolts Foundation plates shall be bolted to the foundation wall with not less than 1/2" steel anchor bolts embedded 7" minimum into concrete or masonry and shall be spaced not more than 6 feet apart. There shall be at least two bolts per piece not more than 12 inches or less than seven bolt diameters from each end of each piece. Plate washers a minimum of 3 inches square by 1/4 inch thick shall be used on each bolt. R603.11.1. Maximum anchor bolt spacing shall be 4' for buildings over two stories in height. Stepped cripple walls shall conform to section R602.11.3. WHERE FOOTING SECTION"A"IS MORE THAN 8 FT. SPLICE PROVIDE METAL TIE 16 GA,BY 1.5 BY 4 FT.MIN.,EACH SIDE OF SPLICE W/8-18d COMMON NAILS. 2x SILL PLATE . 2 FT MIN. I, 2 2x PLATE ,. .. ,, c = c .„ , pp - CONCRETE STEPPED. :: .,. .�� ,--4* STEPPED FOOTING ., u.: 2x CRIPPLE STUD WALL `' ///,\\\////s\\\V//\\`/ - /1 l//\\\\%//.\\\a//\\v'7//,\\\%//.;\\\%/// FOOTING SECTION'A" ar \ \ L: ////,\\\'//h\\\///\\\ I. For S I:I inch=25 4:-min,I fool-=304.8 mat. Note:Where footing Section-A-is less than feet long in a 25_fcel total length wall,provide bracing at cripple stud wall. FIGURER602113, STEPPED FOUNDATION CONSTRUCTION U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page-5 7. R319.1.408.3; NC sec306.4; 2003 UPC Sec. 707,10: Crawl Space Under-floor clearance to joists shall be at least 18" and a minimum of 12" to the bottom of girders. Under-floor area shall be provided with a minimum of 18" x 24" access opening unobstructed by pipes, ducts and similar construction. All under- floor access openings shall be effectively screened. Where an electrical or natural gas furnace is installed in a crawl space, the access shall have sufficient width and height to permit removal of the furnace, but in no case less than 30" x 24"or more than 20 feet from the passage way access. Locate all under-floor clean-outs within 20 feet of access opening. 8. IRC sec. R408.2: Under-floor Ventilation Under-floor areas shall be ventilated by an approved mechanical means or by openings into under-floor area walls. Such openings shall have a net area of not less than 1 square foot for each 300 square feet (0.067m2 for each 10m2) of under- floor area. In addition a ground cover of 6 mil black polyethylene shall be laid over the ground within the crawl space. At least one vent shall be placed within 3' of each corner of the building. The required area of such openings shall be approximately equally distributed along the length of at least two opposite sides. They shall be covered with corrosion- resistant wire mesh with mesh openings of 1/4". 9. WSEC Sec. 502.1.6.7: Vapor Barrier In an unheated crawl space, a minimum 6-mil black vapor barrier shall be laid over the soil, lapped at least 12" at seams and extended to the foundation wall. 10. IRC sec R405 & City of Anacortes No. 2441 Tight lined downspout and perimeter building drains may be connected together at a point no closer than ten feet from a building. 11. IRC sec R401.3 (ex.) Drainage Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain water away from the foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10', the final grade shall slope away from the foundation at a minimum slope of 5% and the water shall be directed to drains or swales to ensure drainage away from the structure. Swales shall be sloped a minimum of 2% when located within 10' of the building foundation. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2%AWAY FROM THE BUILDING. 12. IRC sec R406: Dainpproofinq Foundation Walls Unless otherwise approved by the building official, foundation walls enclosing a basement or habitable below finished grade shall be damp proofed outside by approved methods and materials. 13. IRC secR319.1(2): Wood in Contact with Concrete All wood in contact with concrete or masonry shall be pressure treated wood marked by an approved agency. Cut ends of treated posts must be retreated or be provided with protection from contact with concrete. 90# felt is permitted under posts located in crawl spaces. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 14. IRC sec 319.3 Fasteners Fasteners for pressure treated and fire retardant wood must be of hot dipped galvanized steel, stainless steel or copper. Exception: %-inch diameter or greater steel bolts. 15. IRC sec R319 & R407 Columns and Posts Columns and posts located on concrete floors exposed to weather or water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors, unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6" above exposed earth and at least 1" above such floors. 16. IRC sec R319.1.4: Girders Entering Concrete or Masonry Wood girders entering masonry or concrete shall be provided with 1/2" air space on sides, tops and ends unless treated wood is used. U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page-6 17. IRC sec R502.5: Girders The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables R502.5 (1) & R502.5 (2). The end of beams or girders supported on masonry or concrete shall have no less then 3" of bearing. 18. !RC sec R602.9/602.10.2 Cripple Walls Cripple walls shall be framed of studs not less in size than the studding above. When exceeding 4 feet in height, such walls must be framed with studs having the size required for an additional story. Cripple walls less than.14 inches high must be sheathed on at least one side and fastened to top and bottom plates or the cripple wall shall have solid blocking. Cripple walls must be braced with 15% more bracing than as required for the wall above, with wall panel spacing not more than 18 feet. 19. IRC sec R502.7 & EX7: Joists Solid blocking is required at all bearing points of floor, ceiling and roof systems to prevent rotation or racking. In Seismic Design Category Di & D2 joists shall be blocked at intermediate supports. 20. IRC sec R502.6: Joist Bearing Joist ends shall not have less than 1 1/2 inches (38 mm) of bearing on wood or metal or less than 3 inches (76 mm) on masonry or concrete. 21. IRC sec R407.3 Positive Connections Where post and beam or girder construction is used, a positive connection shall be provided to insure against uplift and lateral displacement. FRAMING See nailing schedule attached (Table R602.3 (11 22, [RC sec R602.8; Fire Blocks Fire blocks shall be provided to cutoff all concealed draft openings, both vertical and horizontal, and form an effective barrier between stories, between a top story and roof space. j) In concealed. spaces of stud walls and partitions, including furred spaces and parallel row of studs or staggered studs as follows: A. Vertically at ceiling .and floor levels B. Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with section R311.2.2 4j In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Site built chimneys and fireplaces, fire blocking must be minimum of 1" thick and supported on metal strips or metal lath. 61 Fire blocking of cornices of a two family dwelling is required at the line of dwelling separation 23. tRC sec R602,6 .1 Boring Cutting&^Notching _ FRAMING MEMBERS BORING REQUIREMENTS NOTCHING REQUIREMENTS JOISTS Not within 2" of top or bottom of joist, Ends not to exceed 1/4 of joist depth. not to exceed 1/3 joist depth Tops & bottoms not to exceed 1/6 of joist depth shall not be located in middle 1/3 of span. BEARING STUDS Not to exceed 40% of stud nearer than Not to exceed 25% of the stud width. 5/8"to edge of stud. NONBEARING STUDS Not to exceed 60% of stud, provided not Not to exceed 40% of the width of the more than 2 successive doubled studs stud. are so bored & not nearer than 5/8" to stud edge. U:1Fonnslci:tyofancortes Constr Guide 2.doc Revised 8/07 rPage-7 Fig,19 Notching&Boring Joists No notching 1/ In middle 1J3 e Notch max :1/6dopth V`'�"9 `fl`7'� holes OK , Flg 30 c Notching:& . •^'r�° y,� gO%hole Ox. Boring Studs :? 1,1 YI� } on bearing walla h 44 a® -,4" ( y+ i lryr It the studs are _ .. �!� 'fyax doubled and i3 .� the hoses do not it • w s -x k8vs w,z&•o u .os.+:+.wur w °+-� � ?,5,1e, •P pass throu&t ra;fir r a ,a.- xsr t r +t more than 2 Notchtat end 1/4 ' Outer 1/3 N-74 parallel studs:' ok de h max. INo notching at bottom If>4 thick • except at ends] Bearing: Noibeadng:., 24. IRC sec R502.4: Bearing Partitions Bearing partitions perpendicular to joists shall not be offset from supporting walls or partitions more than the joist depth. Joists under and parallel to bearing partitions shall be doubled and provide adequate bearing. 25. IRC sec R602.3.2: Top Plates Bearing and exterior wall studs shall be capped with double top plates installed to provide overlapping at corners and at intersections with other partitions. End joints in double top plates shall be offset at least 24". After 24" joints in plates need not occur over studs. Plates shall not be less than 2" nominal thickness a single top plate may be installed provided the plate is tied at joints, corners and intersecting walls by a minimum 3 x 6 steel plate, nailed with six 8d nails on each side of joint. When drilling or notching of top plates exceeds more than 50% of it width a galvanized metal tie of not less than 0.054 inch thick (16 ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening with not less than eight 16d nails at each side . 26. IRC sec R602.7: Headers Headers shall be as per span tables R502.5 (1) and R502.5 (2). interior and exterior non-load bearing walls do not require load bearing headers. 27. TR602.3 (5): Wall Framing BEARING WALLS: Size, height and spacing of wood studs shall be as follows: STUD SIZE UNSUPPORTED SUPPORTING ROOF SUPPORTING ONE SUPPORTING (inches) LATERAL STUD AND CEILING ONLY FLOOR, ROOF& TWO FLOORS, HEIGHT(feet) (1) (inches) CEILING (inches) ROOF &CEILING (inches) 2X4 10 24 16 3X4 10 24 24 16 2X5 10 24 24 2X6 10 24 24 16 NONBEARING WALLS STUD SIZE (inches) LATERAL UNSUPPORTED STUD SPACING (inches) HEIGHT (feet) (1) 2X3 (2) 10 16 2X4 14 24 3X4 14 24 2X5 16 24 2 X 6 20 24 CO Listed heights are distances between points of lateral support placed perpendicular to the plane of the wail. Increases in supported height are permitted where justified by an analysis. (2)Shall not be used in exterior walls. 28. IRC sec R602.10.11: Braced Wall Lines Exterior and interior braced wall lines are required for all buildings. Spacing between braced wall lines in each story shall not exceed 25' on center in both the longitudinal and transverse directions. EXCEPTION: In one and two story buildings, spacing between two adjacent braced wall lines shall not exceed 35' o.c. in order to accommodate one single room not U:\Formslcityofancortes Constr Guide 2.doc Revised 8/07 Page-8 exceeding 900 sq.ft.in each dwelling unit. Spacing between all other braced wall lines shall not exceed 25'. Although other options may exist. When any wall lino of a building is over 50 feet long, the interior braced wall must have a continuous footing and foundation or a braced (sheathed) cripple wall below as per Section R403.1.2. Exterior braced wall lines must have a braced wall panel at each end. Braced wall panels that do not begin at the building corner are allowed to begin within 8 feet from the corner if one 1800 lb. capacity holddown is provided at the end of the panel closet to the corner, or if a 2-foot braced wall panel is provided at both sides of the corner. 29. R301.2.2.2.2: Unusually Shaped Buildings Prescriptive construction as regulated by this code shall not be used for irregular structures located in Seismic Design Category 1. Irregular portions of structures shall be designed in accordance with accepted engineering practice. A building or portion of a building shall be considered to be irregular when one of more of the following conditions occur: 1. When shear walls or braced wall panels are not in one plane vertically from the foundation to the uppermost story in which they are required. EXCEPTION: Floors with cantilevers or setbacks not exceeding four times the nominal depth of the floor joists may support braced wall panel provided: 1. Floor joists are 2 X 10's 16 inches on center. 2. The ratio of the back span to the cantilever is at least 2 to 1. • 3. Floor joists at ends of braced wall panels are doubled. 4. A continuous rim joist is connected to ends of all cantilevered joists. 5. Loads carried at the end of cantilevered joists are limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less. 2. When a section of floor or roof is not laterally supported by braced wall lines on all edges. 3. When the end of a braced wall panel occurs over an opening in the wall below and ends at a horizontal distance greater than one foot from the edge of the opening. 4. Openings in the floor or roof exceed the lesser of 12 feet or 50% of the least floor or roof dimensions. 5. Portions of the floor level are vertically offset. Exceptions: Framing bearing on continuous foundation around - the perimeter. 2. Wood light frame construction may be permitted to vertically offset when the floor framing is lapped or tied together as required by Sec. R502.6.1. 6. When Shear walls and braced walls do no occur in perpendicular directions. 7. If wood framing above grade partially or completely braced as per sec R602 include masonry or concrete. 30. R.602.10: Bracing Braced wall lines shall consist of braced wall panels that meet the requirements for location, type and amount of bracing 'specified in Table R602.10.1 and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 feet(2438mm)from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. Construction of braced wall panels shall be by one of the 8 methods outlined in Sec R602.10.3. The most commonly used are: 1. Let in bracing is no longer allowed in seismic zone D1. 3. Wood structural panels 5116 inch thick applied to studs 16 inches on center or 3/8 inch thick applied to studs 24 inches on center minimum. 5. Gypsum board on studs spaced not over 24 inches on center for a single story, 16 inches on center and fastened at 7 inches on center. Each braced wall panel must be at least 96 inches in length when applied to one face of a braced wall panel and 48 inches when applied to both faces. 31. IRC sec R602.10.6: Alternate Braced Wall Panel Any braced wall panel required by Section R602.10.4 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches and a height of not more than 10 feet. Each panel shall be sheathed on one face with 3/8 inch minimum thickness plywood sheathing nailed with 8d common or galvanized box nails,6 inches at edges and 12 inches in the field. All edges shall be blocked. Two anchor bolts installed shall be provided in each panel. Each panel end stud shall have a tie- down device fastened to the foundation,capable of providing an approved uplift capacity in accordance with Table R602.10.6.. The tie down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation, which is continuous across the entire length of the braced wall line. This foundation must be reinforced with not less than one No.4 bar top and bottom. When the continuous foundation is required to have a depth greater than 12 inches,a minimum 12- inch-byl2-inch continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edge must be reinforced with not less than one No. 4 bar top and bottom. This reinforcement must be lapped 15 inches with the reinforcement required in the continuous foundation located directly under the braced wall line. U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page-9 2_ In the first story of two-story buildings, each braced wall panel shall be in accordance with Section R602.10.6, Item 1, except that the plywood sheathing shalt be provided on both faces, sheathing edge nailing shall not exceed 4"o.c. at least three anchor bolts shall be placed at one-fifth points. 32. IRC sec T602.3(1): Roof Sheathing Nailing Schedule The number and size of nails connecting wood members shall not be less than that set forth in Table R602.3(1). Footnote 3 Edge spacing also applies over roof framing at gable-end walls. (See illustration#1) 33. IRC sec R802.10.2: Engineered Systems A licensed WA State Structural Engineer shall design trusses in accordance with ANSI/TPI1 Standards. Truss engineering shall be on site for framing inspection. NOTE: Trusses for tile roofs shall be engineered for the extra dead load of the tiles. TJI installation guidelines shall be on site for framing inspection. 34. IRC sec R802.8 & R802.10.3: Truss, Ratter and Ceiling Joist Blocking Roof trusses, rafters and ceiling joists shall be supported laterally at bearing points by solid blocking to prevent rotation and lateral displacement. 35. IRC sec 502.3.1: Framing Lumber Spans Size of floor and ceiling joists, and rafters shall be in accordance with Tables R502.3.1 (1) and 502.3.1(2) or by using AF & PA Span tables for joist and rafters. Section R502.3. Table R502.3.1(1) shall be used for sleeping areas and attics that are accessed by means of a fixed stairway in accordance with R311.5 provided the live load does not exceed 30 psf and the dead load does not exceed 20psf. Table R502.3.1(2) shall be used where the required loads do not exceed 40 PSF live and 20 PSF dead. Ceiling joist spans shall be in accordance with tables R802.4. (1)through TR802.4.2. Rafter spans shall be in accordance with Tables R802.5.1(1)through R802.5.1(8). 36. lRC sec R802.10.5 & R 802.11.1: Roof System Approved high wind clips or equal positive connections shall be provided as a means of connecting roof system at bearing points 24 inches on center or less. Toe nailing is not acceptable. Rafters shall be framed directly opposite each other and to at least 1" nominal thick ridge board not less than the cut of the rafter. 37. IRC sec R807.1: lMC 306.3: Attic Access A 22" x 30" attic access opening shall be provided with a minimum headroom clearance of 30" and shall be in a readily accessible location. The access opening shall not be located in closet spaces. Where a furnace is installed in a attic area, the access shall have sufficient width and height to permit removal of the furnace, but in no case less than 22"x 30". 38. IRC sec R806: Attic Ventilation Enclosed attics or enclosed rafter space shall have cross ventilation at the rate of 1/150 of the attic area and as per Section R806.2. Openings shall be covered with corrosion-resistant metal mesh with 1/8" minimum to 1/4" maximum openings 39. WSEC Sec. 502.1.4.5: Eave vent baffling When feasible, the baffles shall be installed from the top of the outside of the exterior wall, extending inward, to a point 6 inches vertically above the height of non-compressed insulation, and 12 inches vertically above loose fill insulation. 40. IRC sec R902.1: Roof Coverings Roofs shall be covered with materials as set forth in Sections 904 and 905. Class A, C3, & C shall be installed as required by law or when the edge of the roof is less than 3' feet from a property line. GENERAL REQUIREMENTS 41. IRC sec R702.3 and TR702.3.5.: Wallboard Attachment All edges and ends of gypsum wallboard shall occur on the framing members, except those edges and ends, which are perpendicular to the framing members. The size and spacing of fasteners shall conform to Table R702.3.5. (See attached table) Cement, fiber cement of glass mat gypsum backers in compliance with ASTM C 1288, C 1325 or C1178 and installed in accordance with manufacturers recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. 42.. lRC sec R309.2: Separation from House to Attached Garage Separation from house to attached garage, shop or similar areas shall be of not less than 1/2" gypsum board applied to the garage side and shall extend from the floor to the roof sheathing. Where a living area is above the garage, all U:\Formslcityofancortes Coast Guide 2.doc Revised 8/07 Page- 10 supporting members shall also be covered with 5/8" Type "X" gypsum wallboard. G.W.B. shall be attached to walls with 6d cooler nails 8 inch on center maximum to ceiling 6 inches on center maximum. Doors from house to garage shall be tight fitting, 1-3/8" solid core or a labeled 20-minute.door. Garages located less than 3' from a dwelling unit on the same lot shall be protected with not less than 1/2" gypsum board applied to the interior side of exterior walls that are within this area. Openings in these walls shall be regulated by Section R 309.1. This provision does not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 43. IRC sec R311.4.2; Doorway At least one doorway shall be of sufficient size to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height. 44. IRC sec R311,4.3: Landings There shall be a floor or landing on each side of all doors. The floor or landing at the exterior door shall not be more than 1.5" lower than the top of the threshold. However, in private dwellings a door may open at the top of an interior flight of stairs or an exterior landing, provided the door does not swing over that top step or exterior landing (except that screen doors and storm doors may) and the landing is not more than 7 3/4" below the floor level. Where a door opens over a landing, the landing shall have a length not less than the door width. Exterior landings may have slope not to exceed 1/4" per foot. 45. IRC sec 311.2.1, T502.5.1; Exterior Decks and Porches Approved wood of natural resistance to decay or treated wood shall be used for those portions of wood members which form the structural support of buildings, balconies, porches or similar permanent building appurtenances when such members are exposed to the weather without adequate protection from a roof, eave, overhang or.cover. Girders or beams and joists shall be sized in accordance with TR502.5.1. Attachment shall not be accomplished by use of nails or toe nails subject to withdrawal. 46. IRC sec R703.8: Flashing Approved corrosion-resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. The flashing shall extend to the surface of the exterior wall finish and shall be installed to prevent water from reentering the exterior wall envelope. (see page 3, design requirement#8 for locations) 47, IRC sec R312: Guardrails All open and glazed sides of landings, decks and porches that are more than 30" above grade or floor below shall have a guardrail not less than 36" in height. Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4" in diameter cannot pass through. The triangular openings formed by the riser, tread and bottom element of a guardrail at the open side of a stairway may be of such size that a 6 inch sphere cannot pass through. Openings for required guards on the stair treads shall not allow a sphere 4 3/8"to pass through. 48. IRC sec R311.5,1: Stairways and Handrails (See attachment.) Stairways shall be a minimum of 36" net finished in width. Handrails may project into the required width a distance of 3- 1/2"from each side of the stairway. Stairways shall have at least one handrail and guardrails shall be installed on all open sides of stairways. Top of handrails shall be placed not less than 34" or more than 38" above the nosing of treads. Handrail shapes shall be constructed in accordance with Illustration #5. Landing shall be as wide as the stairway (minimum 36") served and the landing shall have a minimum dimension of 36" measured in the direction of travel. Handrails shall be provided on at least one side of each continuous run of treads, or flight with four or more risers. (R311.5.6) Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals.The handgrip portion of handrails shall not be less than 1 '/4 inches (32 mm) nor more than 2 inches (51 mm) in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 1/2 inches (38 mm) between the wall and the handrail. All interior and exterior stairways, including landings and treads, shall be illuminated. (R303,6) U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 11 49. 1RC sec R311.5.3.1: Rise and Run The rise of steps in a stairway shall not exceed 73/4" and the run shall not be less than 10" measured from the outer edge of the tread nosing straight down. Variations in height of risers and width of treads in any one flight shall not exceed 3/8". 50. IRC sec R311,5,3,2: Winding Stairways Winding stairways shall have no width of run less than 6" and a required width of run (10") provided at a point 12" out from the narrow side. 51. IRC sec R311.5.8.1: Spiral Stairs The tread shall provide a clear walking area measuring at least 26" from the outer edge of the supporting column to the inner edge of the handrail. A run of at least 7-1/2" is to be provided at a point 12" from where the tread is the narrowest. The rise of the steps shall not exceed 9-1/2". Minimum headroom of 6'-6" shall be provided. 52. IRC sec R312.1 Guard Stairways open on one or both sides shall have guardrails, exclusive of their landings, as specified for handrails. A Guardrail at landings shall be no less than 36 inches in height. 53. IRC sec 311.2.2: Space Under Stairways The enclosed usable space under stairways shall be protected on the enclosed side with '/z" gypsum board. 54. (RC sec R311.5.2: Headroom Every stairway shall have headroom clearance of not less than 6'-8" (2032 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 55. IRC sec R305: Ceiling Heights Habitable spaces shall have a ceiling height of not less than 7 feet except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling. Where exposed ceiling members are spaced at less than 48" on center, may not project more than 6" below the required ceiling height shall be measured to the bottom of the deck supported by these members, provided that the bottom of the members are not less than 7 feet above the floor. 56. IRC sec R310.1: Egress Windows Basements in dwelling units and every sleeping room shall have at least one operable window or door approved for emergency escape or rescue which shall open directly into a public street, public alley, yard or exit court. The emergency door or window shall be operable from the inside to provide a full, clear opening without the use of separate tools. U:1Formslcityofancortes Constr Guide 2.doc Revised 8/07 Page- 12 Escape or rescue windows shall have a minimum net.dear openable area of 5.7 square feet (0.53m2). Exception: The grade floor openings shall have a minimum net clear opening of 5 square feet. The minimum net clear openable height dimension shall be 24 inches (610 mm). The minimum net clear openable width dimension shall be 20 inches (508 mm). When windows are provided as a means of escape or rescue,they shall have a finished sill height not more than 44 inches (1118 mm)above the floor. Escape and rescue windows with a finished sill height below the adjacent ground elevation shall have a window well. Please contact the Building Department for window well requirements. (See attached sheet) Minimum sized rescue or escape windows are as follows: 41-inch clear min 24-inch clear min 44-inch max 20-inch I 34-inch sill height clear min clear min 57. IRC sec R313: Smoke Detectors Smoke detectors shall be mounted in every sleeping room and on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. A detector shall be installed on each story and in the basement. Where a story or basement is split into two or more levels, the smoke detector shall be installed on each level. When sleeping rooms are on the upper level, the detector shall be placed at the ceiling of the upper level in close proximity to the stairway. Detectors shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located, In new construction, required smoke detectors shall receive their primary power from the building wiring and shall be equipped with a battery backup. When permits are required for work in an existing dwelling. Smoke detectors shall be added to the dwelling as required for new construction. Exception: Smoke detectors shall not be required to be hardwired in existing areas IF the area where they are required is not a part of the project AND is inaccessible through an attic, crawl space or basement. (R313,2.1) 58, IRC sec R304: Floor Area Every dwelling unit shall have at least one room that shall have not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. No habitable room other than a kitchen shall be less than 7 feet in any one dimension. 59. SRC sec R303.1: Natural Light All habitable rooms within a dwelling shall be provided with natural light by means of exterior glazed openings with an area not less than 8% of the floor area of such rooms. 60. IRC sec R303.1: VIAQ 302,2.2: Room Ventilation All habitable rooms shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 4% of the floor area of such rooms. In lieu of required exterior openings for natural ventilation, a mechanical ventilating system may be provided. Such system shall be capable of providing 0.35 air changes per hour. (X 1) U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 13 61. 2006 UPC 407.6: Toilet Compartments The water closet stool shall be located in a clear space not less than 30 inches (762 mm) in width. The clear space in front of the water closet stool shall not be less than 24 inches(610 mm). 62. IRC sec R307.2: Shower Areas All shower areas shall be finished with a smooth, hard, non- absorbent surface such as ceramic tile, portland cement, or approved equal, to a height 6' above the floor. This material shall be installed over a material not adversely affected by moisture such as water-resistant plasterboard. Fire stopping is also required in this area as specified in IRC sec R602.8. 63. IRC sec R303; VIAQ 302.2.1: Bathroom. Laundry Room Ventilation All bathrooms, toilet compartments, laundry rooms, closets containing laundry facilities, and kitchens shall be provided with ventilation by means of a mechanical fan ventilation system connected directly to the outside, in accordance with WA State Ventilation and Indoor Air Quality Code, Table 3-2. 64. IMVMC sec M501.2.1, 401.1 Exhaust Vent Terminals The point of discharge shall be at least 3 feet (914 mm) from any openings into the building, and not less than 3' from property lines,. 65. IRC sec R1004.1.1: Emission Standards for Factory-Built Fireplaces. After January 1, 1997, no new or used factory-built fireplace shall be installed in Washington State unless it is certified and labeled in accordance with procedures and criteria specified in UBC Standard 31-2. Testing and certification shall be performed by a Washington State Department of Ecology approved U.S. EPA accredited laboratory. 66. IRC sec R1004.1.1: Factory-built Fireplaces and Wood Stoves Approved factory-built fireplaces (zero clearance), metal chimneys, wood stoves, inserts, pellet stoves or similar heating appliances shall be installed in strict accordance with their listing and manufacturer's installation instructions. Such literature shall be provided on job site at inspection. 67, 1RC sec R1001.15,TR1003.1: Masonry Chimney Clearance When masonry chimneys are built within a structure, combustible material shall not be placed within 2"of fireplace, smoke chamber or chimney walls. When the chimney is built entirely outside the structure, 1"clearance shall be maintained. 68. ' IRC sec R1003.9 Masonry Chimney Height Every masonry chimney shall extend at least 3 feet above the roof through which it passes and at least 2 feet above the highest elevation of any part of the building within 10 feet of the chimney. 69. IRC sec R1003, TR1003.1 Reinforcement and Anchorage Every masonry and concrete chimney shall be vertically reinforced with four No.4 steel reinforcing bars extending the full length of the chimney. Ties and splices shall be in accordance with IBC requirements. Where the width of the chimney exceeds 40", two additional 1/2"vertical bars shall be provided for each additional 40" in width or fraction thereof. All masonry and concrete chimneys shall be anchored at each floor or ceiling line more than six feet above grade, except when constructed completely within the exterior walls of the building. Anchorage shall be in accordance with provisions of Section R 1003.4.1. 70. IRC sec R1001.11: Clearance to Combustibles Combustible materials, including drywall, shall not be placed within 6" of the fireplace opening. No combustible material within 12" of the fireplace opening (such as mantles or decorative fireplace surrounds) shall project more than 1/8" for each 1" clearance from the opening, 71. IRC sec 703: Masonry Veneer. Anchored masonry veneer shall be supported on footings, foundations or other non-combustible supports. Wall ties shall be spaced so as to support not more than 2 square feet (0.19 m2) of wall area but shall not be more than 24 inches (610 mm)on center horizontally. When applied over stud construction, the 2 X 4 studs shall be spaced no more than 16 inches (406 mm) on center, 2 X 6 studs shall be spaced no more than 24 inches (610 mm) on center. Approved paper shall first be applied over the sheathing or wires between the studs. Mortar may be slushed into the 1-inch (25 mm)space between facing and paper or an air space of at least 1 inch (25 mm) may be maintained between the backing and the veneer in which case spot bedding at all ties shall be of cement mortar. Weep holes shall be provided at the lowest course. U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 14 72. IRC sec 1001.10: Hearth Extensions Hearths shall extend at least 16" from the front of, and at least 8" beyond each side of, fireplace opening. Where the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond each side of, the fireplace opening. 73. IRC sec R308: Safety Glazing The following shall be considered hazardous locations for the purpose of glazing. These areas shall be safety glazed or equal. Such safety-glazed units shall be identified by permanent etching visible when the unit is glazed or equal. 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments when the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24- inch arc of either vertical edge of the door in a closed position and-where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8. Glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and non-structural in-fill panels. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: 9.1 The bottom edge of the glazing is less than 60 inches above the poolside of the glazing. 9.2 The glazing is within 5 feet of a swimming pool or spa waters edge. 10. Glazing adjacent to stairways, landings and ramps when the exposed surface of the glass is less than 60 inches above the plane of the adjacent walking surface. 11. Glazing in walls enclosing stairway landings or within 60 inches of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. 74. IRC sec R308.6.2 Skylights The following types of glazing may be used: 1 Laminated glass with a minimum 0.015-inch polyvinyl butyral interlayer for glass panes 16 square feet or less in area located such that the highest point of the glass is not more than 12 feet above the walking - surface or other accessible areas; for higher or larger sizes, the minimum interlayer thickness shall be 0.030- inch. 2. Fully tempered glass 3. Heat-strengthened glass 4. Wired glass 5. Approved rigid plastic 2006 WSEC• VIAQ: - See 2006 WA State Energy Code for new energy code requirements and 2006 Ventilation and Indoor Air Quality Code for ventilation requirements. Handouts and literature are available at Building • U:\horms\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 15 75. IRC sec R308.1: Glazing Identification A manufacturers or installers label shall be placed on each pane of glass installed in hazardous locations. Labels shall be acid etched or applied so that it may not be removed without being destroyed. ®/- 3in,above walking'turbo., FIg.7r Safety Glass ;...Y 2tl1n 1 Tempered Glass Label' 1 0 ff '4 4 �,ta: ' 1 - i wttAtii 1 mY,of ice tiC Ie CP@ ROI e0lrGehl.11 ^ s iasti i, , be r61B325/f2U t . O... rs Hall condition*IA+BSC+GJ solo(,then window must be asfety Y7ess.&piety glaring would atm ...`, La roq d ti within 2ft.of the door frame. TWO FAMILY DWELLINGS 76. IRC sec R317.1: Separation Between Units Walls and floor/ceiling assemblies separating dwelling units in the same building shall be separated by one-hour fire construction (5/8"Type "X"gypsum wallboard on both sides of wall). Assemblies shall extend to, and be tight against, the exterior walls and the wall assemblies shall extend to the underside of the roof sheathing. All structural members providing support of floor assemblies shall have an equal or greater fire resistive capacity than the assembly supported. A horizontal distance of 24" shall separate outlet boxes on opposite side of walls. Townhouses shall be separated by two one-hour exterior wall assemblies or a common two-hour fire resistive wall. The common wall shall be continuous from the foundation to the underside of the roof sheathing, deck or slab and shall extend the full length of the common wall including accessory structures. The two hour common wan shall not contain plumbing or mechanical equipment, ducts or vents in the cavity of the common wall, IRC sec R317.2 Each individual townhouse shall be structurally independent. IRC sec 317.2.4 77. IRC sec R502.12: Draft Stops Draft stops shall be installed in the attic area, enclosed soffit areas and similar areas of buildings containing multi-family units. Draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses. Draft stop material shall be minimum 3/8" plywood, 112" gypsum wallboard or other approved material. Such material shall be adequately supported along its entirety. 78. IRC, Appendix K, : Sound Transmission Control All separation walls and floor-ceiling assemblies shall provide a sound insulation equal to that required to meet a Sound Transmission Control rating of 45.when tested in accordance with ASTM E 90. UNIFORM MECHANICAL CODE 79. 1MG 304.3, IRC M1037.3: Ignition Source Heating or cooling equipment covered by this code, located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the source of ignition at 18" (457 mm)above the floor level. 80. IMC 303.4: Protection From Mechanical Damage Appliances installed in gara9es shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. U:\Forrns\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 16 81. IMC 505.1: Domestic Range Vents Ducts used for domestic kitchen range ventilation shall be of metal and shall have smooth interior surfaces. They shall be air tight and equipped with a back draft damper. (IRC Sec M1503.1) 82. 1MC 504.6: Domestic Dryer Vent Domestic clothes dryer moisture exhaust ducts shall be of metal and shall have smooth interior surfaces. EXCEPTION: Approved flexible duct'connectors not more than 8 feet in length, listed and labeled may be used in connection with domestic dryer exhausts. Flexible duct connectors shall not be concealed within construction. Ducts shall terminate outside of the building and shall be equipped with a back-draft damper. Ducts shall not be connected or installed with sheet metal screws or other fasteners, which will obstruct the flow. Moisture-exhaust ducts shall not be connected into any vent connector, gas vent or chimney. (Minimum nominal size shall be 4 inches in diameter. 83. IMC 504.6.1: Domestic Dryer Vent Length Limitation Unless otherwise permitted by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 25 feet (7620mm)the maximum length shall be reduced 2.5 feet for each 45 degree bend, and 5 feet for each 90 degree bend.' 84. IMC Sec. 504: Exhaust Air Ducts Ducts shall be substantially airtight and shall terminate outside the building and shall be equipped with back-draft dampers.PRESCRIPTIVE EXHAUST DUCT SIZING -VIAQ Code TABLE 3-3 Fan Tested Min. Flex Max. Length Min. Smooth Max. Length Max. CFM @ 0.25 WG Diameter Feet Diameter Feet Elbow* 50 4" 25 4" 70 3 50 5" 90 5" 100 3 50 6" No Limit 6" No Limit 3 80 4"** Not Allowed 4" 20 3 80 5" 15 5" 100 3 80 6" 90 6" No Limit 3 100 5"** Not Allowed 5" 50 3 100 6" 45 6" No Limit 3 125 6" 15 6" No Limit 3 125 7" 70 7" No Limit 3 * For each additional elbow, subtract 10 feet from length. ** Flex ducts of this diameter are not permitted with this size fan. 85. IMC Sec. 303,3 Prohibited Locations Equipment shall not be located in a hazardous location unless listed and approved for the specific installation. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these. EXCEPTIONS: 1) Direct vent equipment and electric heat furnaces. 86. 1MC 306: Equipment Access Equipment Room —Appliances installed in a compartment, alcove, basement or similar space may be accessed by an opening or door and an unobstructed passageway measuring not loess than 24 inches (610 mm) wide and large enough to permit removal of the largest appliance in the space. A service space of not less than 30 inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm)shall be provided on the service side of the appliance. Equipment in Attic— 1)An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches. 2)An unobstructed passageway which: is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide; Is no more than 20 feet in length measured along the center line of the passageway from the access opening to the equipment, and; Has continuous solid flooring not less than 24 inches wide U:1Formslcityofancortes Constr Guide 2.doc Revised 8/07 Page- 17 throughout its length and A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment. Equipment under Floors — 1) An attic access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches; 2) An unobstructed passageway which: is large enough to remove the largest piece of equipment but not less than 30 inches by 30 inches; is no more than 20 feet in length when measured along the center line of the passageway from the access opening to the equipment; 3)a level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment, and; 4) Where the depth of the passageway or the service space exceeds 12 inches (305 mm) below the adjoining grade, the walls of the passageway shall be lined with concrete or masonry extending 4 inches (102 mm) above the adjoining grade and have sufficient lateral-bearing capacity to resist collapse. Attic and under floor appliances shall be provided with a light fixture controlled by a switch located at the passage way opening. 87. IMC 801.11, 802.7: Location and Support of Venting System Appliances shall not be vented into a fireplace or into a chimney serving a fireplace. Venting systems shall be adequately supported for the weight and the design of the material used. 88. 1MC 603: Installation of Ducts Ducts shall be securely fastened in place at every change of direction. Vertical rectangular ducts and vertical round ducts shall be supported. Riser ducts shall be held in place by means of metal straps or angles and channels to secure the riser to the structure. Metal ducts shall not be installed in or within 4 inches of the ground. Metal ducts when installed in or under concrete slab shall be encased in at least 2 inches of concrete. Ducts shall be braced and guyed to prevent lateral or horizontal swing. (IRC Sec M1601.3) 90. 1MC 307: Condensate Disposal Condensate, defrost and overflow discharges from cooling coils shall be collected and discharged to an approved plumbing fixture or disposal area. (1RC Sec M1411.3) 91. IMC 301: Listed Appliances The appliance installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 92. IMC 305: Equipment Supports and Restraints Equipment shall be supported by substantial bases or hangers capable of supporting the loads to which they will be subjected as determined by the Building Code. 93. IFC sec 3800: Liquefied Petroleum Gas Appliances Liquefied petroleum gas-burning appliances shall not be installed in a pit, basement or similar location where heavier- than-air gas might collect. Appliances so fueled shall not be installed in an above-grade under-floor space or basement unless such location is provided with an approved means for removal of unburned gas. 94. IFGS 304: Air Supply 0 f i r G f Gas appliances must be prov_a_ed-a .uf#ieient-supplOf-eembustion-air-as-foll I. Intler�rls aee rbe'tised to-provide-air-if-ther=e-is-alnitiimum-off-eubie er 1;000 B.T.U. • Q di / o 17 O ; �+ n'" 95. 1MC 2006 Sec. 704: Combustion Air rf" If the volume of the room or space in which fuel-burning appliances are installed is greater than 50 cubic feet per 1000 BTU/h and there are no exhaust fans, dryers, kitchen ventilation systems of input rating of appliances, infiltration may be regarded as adequate to provide combustion air. Rooms or spaces containing gas burning appliances which do not have the volume as specified above shall be provided with minimum unobstructed combustion-air openings as follows: 1/2 of the required combustion air opening area shall be located within the upper 12" of the enclosure and 1/2 of the opening area shall be located within the lower 12" of the enclosure. Combustion air shall be taken from outside the building or approved source connected to the outside. When gas fueled appliances are installed within interior rooms of new construction and combustion air is provided from the outside to the room or are the appliance is located, walls floors, ceilings and door assemblies shall be properly insulated and weather-stripped. Doors shall be at least of the solid core type and must be provided with a proper tight fitting threshold.WSEC. U:\Forms\cityofancortes Constr Guide 2.doc Revised 8/07 Page- 18 2006 UNIFORM PLUMBING CODE 96, UPC 103.5: Inspections No plumbing or drainage system, building sewer, private sewer disposal system or part thereof, shall be covered, concealed or put into use until it has been tested, inspected and accepted as prescribed in this Code. 98. UPC 807.4: Dishwashers No dishwasher shall be directly connected to the drainage system or food waste disposal without use of an approved air- gap fitting on the discharge side of the dishwashing machine. Such air-gaps shall be installed with flood level markings at or above flood level of the sink. 99. UPC 418: Shower and Tub/Shower Control Valves Showers and tub-shower combinations in all buildings shall be provided with individual control valves of the pressure balance or the thermostatic mixing valve type. 100. UPC 608.5; Hot Water Tank Pressure Relief Valve Relief valves located inside a building shall be provided with a drain not smaller than the relief valve outlet and shall extend from the valve to the outside of the building with the end of the pipe not more than 2 feet or less than 6 inches above the ground or the flood level of the area receiving the discharge and pointing downward. No part of such drainpipe shall be trapped and the terminal end of the drainpipe shall not be threaded. Water heaters generating a glow, spark or flame capable of igniting flammable vapors may be installed in a garage, provided the pilots, burners, heating elements, switches and relays are at least eighteen inches above the floor. Replacement water heating equipment shall only be required to provide a drain pointing downward from the relief valve to extend between 2 feet and 6 inches from the floor. 101. UPC 508 Protection From Damage All water heaters installed in areas where they may be subjected to mechanical damage shall be suitably guarded against such damage by being installed behind adequate barriers or by being elevated or located out of the normal path of a vehicle using any such garage. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper 1/3 and lower 1/3 of its vertical dimension. A watertight pan shall be installed beneath the water heater with a minimum three-quarter inch diameter drain to an approved location. 102. UPC 1006 & 1007: Floor Drains Floor drains shall connect into a trap so constructed that it can be readily cleaned and of a size to serve efficiently the purpose for which it is intended. Floor drains or similar traps directly connected to the drainage system...shall be provided with an automatic means of maintaining their water seals.... 103. UPC 603.4.6: Frost Proof Hose Bibb All exterior hose bibbs shall be "no freeze" type. An approved non-removable type backflow prevention device shall protect all hose bibbs unless hose bibbs are provided with an approved integral backflow preventor. 104. UPC 609,2 & 3: Water Piping All water service yard piping shall be at least twelve (12) inches below the average local frost depth and be connected to a double check backflow assembly above grade. The minimum cover shall be twelve (12) inches below finish grade. Water pipes shall not be run or laid in the same trench as the building sewer or drainage piping constructed of clay or materials which are not approved for use within a building unless both of the following conditions are met: (1)The bottom of the water pipe, at all points, shall be at least twelve (12) inches above the top of the sewer line. (2)The water pipe shall be placed on a:solid shelf excavated at one side of the common trench. No water supply system or portion thereof shall be covered or concealed until it first has been tested, inspected and approved. All hot and cold water pipes installed outside the conditioned space shall be insulated to a minimum of R-3. 105. UPC 314 & Table 3-1: Hangers and Supports Horizontal piping shall be supported at sufficiently close intervals to keep it in alignment and prevent sagging. Plastic pipe shall be supported at not to exceed four (4) feet. Hangers and anchors shall be of material of sufficient strength to maintain their proportional share of the weight of pipe and contents. U:\Forms\cityofancortes Constr Guide 2.doc • Revised 8/07 Page - 19 WALL COVERING . • TABLE R703,4 WEATHER-RESISTANTSIDIN.G ATTACHMENT AND MINIMUM THICKNESS • I TYPE OF SUPPORTS FOR THE SIDING IMMATERIAL AND FASTENERe'`i WATER- Wood or wood Foam _ H9iti WIAL BESMSTIVE structural Fiberboard Gypsum plastic - Number or . • THIICKNESS JOINT BARRIER panel sheathing into sheathing sheathing Direct to spacing of SIDING titATERIAL (inches) TREATMENT REQUIRED sheathing stud into stud into stud studs fasteners 0. 120 null 0.'l20 nail 0. 120 nail :Not 0.019i Lap e I t}M., 'lEallr, )" ]tiltn '"' tcelY,, 0,12i1 nallr a,11r,Y�3�et \V'LthDut - _— _ -. . r Hurixont.€il insulation .0. 120 nail o. 120 paid 0. 120 nail Nat Same as stud ailtsninutin a024 I Lap Y` :; Pit` low". >,� ,, 0. 120 mill' long _ long* allowed spacLIjg 1 With 0.120 uail ('+.120 nail t'1. 120 nail , . 0, 120 nail r (L3Iv Lap Yes •, . (1, l'J{J ndtlr' 1" InZ; d:Viol% ILA' Vas? '7;r1� laity Wit kiwi lib" limo `J C. mcr t, n1;t rune Section R703 (NnLc� l +ee- Sectton1�?(,13atld1fi�;ttr3. I:�(Ii,i� velvets- 1-iitrdizt>ardi.. r} _ _ �`o t n: . , - . . : fi` I!. turd edges Panel Fr1tl1 -1'€'I;tlCri Now. a or. a otc•In Note it Nate.. a J•t ' , � " 1 I" 'inter so Same as stun{ • 1I it<11ioaiLilt 't,;: Note l Ye Note p Note p Note ]) lie e p :Note p sptcui Lap-siding-hot-fzt'nts 11 2 per bear; t (J,1 13 n,ut 1 sir" 0. 1. 13 trail •2..• ' (1. 1 li}'rizail 0,113 nail, Slittt.� tt5 dud Sicel. _,} wt. Lap Yes Staple—I 'fa'/ Stnpt4�2•14 �a Stripier Not allowed d apac tle t _y Staple-2VA I L .. Stoneveneer 2' Section R703 VIA See Section R703 ;Intel. Figure R703:1= tNote 1r fid box rail 6d box, nail 6d box nail d 1-•.0� nail 'I! - t}z — Yes: rr a ,K n 1?U,L' IirxllG ti: t�.(ltbx (2 .; 0,09Y ) 2 h t3.Ot7��") (�- x 0,099`f, s:a tutie.i lttao+:� d gre aitt5 t ed r, Pzlr'tic<lelaoau°d laatuols - 1.2" inter. sup. • $Ix Yes 6i1 boxnai.l Sd box nail 8d bax nail, box -SITfed trek. nail (2 x o.o9 ) (2t// 1•, 0113`) (21. X 0,113 (2 s4 0.(Y.-1 L"J lalysvcat,tl paula .lt ;d5t .� Yes t}.t9? n li „' 0,113 na 4'2.11f (}S!&j nail—r 0,113 naila' 0.099 n:tIr1-'�' 6" ttn.cdgcs, (exterior grade) 12.later. sip. , • 0.1.211 :nail- 114" 0.12.0 nail 2" 0.120 nail 2" 0.120 n<eilr Same as stud '�ia:A. :J;ic1'tt2��" 0.035. LapYes ;s`isal�lls-.1`}i`` Staple-2 '2 Staple-2ai " Stapler spacing allowedtcitt ► • SVooc}Irustic, drop a, =J :Milt . Lap Yes Pace nailing up • S.Iitplarp L`x1;, Average tCt' } widths, Lap Yes p, 113nzul— per :iftt 1 nailit ric:=e� 1':4 Fa,. tener .i onetrttion into stud-1'- .. 1�rr Fr<iu'itlt;:> Staple-2N 8' widths and over, • Butt Op 1ci,5 Lap Yes 2nails par bearing 61, ta.c.. on J 1 ib. r cement panel 5 . - t `C s 6cl corrosion- fief corrosion- 6d corrosion_ edges. 112" o.e. r 4k; Note .s Nete x. nv it tart wail' tx;.sist:i=arissri4t - tzsit4txrt mutt on iltt rmed. • nailkY studs 6Cj Vac Mtn- Yes hd corrosion- 6cl c•r-tar::4sisx1- Oa corrosion- 6d: corrosion- 1..7i her cement lap siding 5/p; Letts vmist:tot ' rote w • Note x 'resistant nails iestttssnt nail' resistant. nail' resistant nail^ milt.? - For SI: 1 Melt = 25,4 mitt. €a, Based un stand spacing of 16 inciheis on. center where surds, are spaced 24 inches, :aiding ,';had be applied to sheathing appr oted for: that Ltpaeting. b. Nail iSI a general description arid shalt belt-head, modified round head, or round 1ii<nd with sllncxilh or de. c!rme shanks, C. Staples shall have a minimum crown width of '/Ir;inch outside, diameter and he Lri.tnuiiiclumd of minimum i6 gage wire., ct, Na:ils or staples shailt be iliumtauint, galvanize& or rust-trrevent Live coated and '.hail be driven into the studs for fiberboard or gypsum backing, a Aluminum nails ahAl hey used to attach aluminum airline. f, Maluku at(0,019 trunk shalt tip_: tutbackod wily wheat the: net arum pare :i vidth i 1.0 t.ine4aes and the maximum Slat;ttea-is S it ebe,s,'[ he t: ktance f or izttllninttl:ii Sing shish be +0,002 inch of the nominal dimension. Ig. All attachments shall be coated with a corrosion-resistant coating, 11, Shall be of annoyed type. - fcontinued) 234 2006 INTERNATIONAL RESIDENTIAL CODE° 'U:1Formslcityofancortes Constr Guide 2.doc • - . i I • • • - Revised 8/07 Page - 20 WALL COVERING - I Fotztnofes to Table R703.4--;-continued i. '[lrrc-elghthsnincnplytitoad shall -not be applied rlirevtly to studs spaced•mciretllan 16 inelles -on miterwhen long dimension is parallel tc sttld.;. Plywood t,'...inch . cwtbinnersh:tll.noi be.applied directly to stud\ spaced morn than '1 inches on colter.The stud spacing Shall not.xceed'llla: panel spanmlin.;provided f!v (b -mami- 1'.rtctn er unless the are installed with the lace ,.rain perpanJietaf:tr is the studs or met shenthing.approved for that stud spacing. • .f. Wood borard sidings appli«I vertically shall l><. nailed to horizontal nailing:strips or blocking set 24 itvzhes on cynic. Nails shall penetrate 1. VI inches into studs. studs mull whorl sh:,uitltl.ntyeantI wad ,cu hlichin A wcalher-resjsti Yt.. menlbraneshiTl.bcinsuitlkd we4slhefho'trdfasluon ! rider the vertical sidIn.^ t uiksfi the,illr11111 bo irds are lapped 'a' battens am used. k. Hardboard siding shttll comply with AHA A135.6. 1. For masonry veneer., a werithi r=rs sistivc sheathing p tp pis not re ilt!ivid over aes hcuibing that performs<is,il we*ither-resisd e barrier when al-inch it space is pm- v1ded between the VCilCCrand Unsheathing. When th 1-inch`:p.ice-is filled with mod W; Ahair,'ilthl'`-r.resistive heathing paper is required over studs oirshi:tthtiig. in. Vinyl siding shall comply with ASTM l 36751. a> Mini mumshank-di'lute:terof0.092inttth. mini uiuni head.diame.ccrof0.225 inch,and :millengath must accommodate hnrtthi.ng and penetrate framing 1 t4iricho;6. o. What used to ri`.'.;ist sh.ar t'!'tux:i.. the spacing i'nitbt ho -I inches tat ( and edges and 8 inches on interior >itipparts. • 1)• -lirtirnuIrtshanir.fi:tttlt;.terot0.090in.'h , Iriininiu.n'i head dianlekerof0.240iadi. and nail ienethrl:ltistaci;cri runtadate sheath wv and pen tinge horning Ili, inches. • • q, Vorticail end .joints shall occur at -clads and shall 4twcre .t With aluint (ro t r or shall be caulked, -- r. Fiber eeine.nt siding shall comply with the tequ rrinents. of ASTM C 1186. s. See- Seetioa R7O3.10. l. • t;. h'lini'mutn 0. 10T smooth shank, 0.255 f zund hold. u: Minimum 0.099° smooth shank. I .250' round head. ► , Sea Section 12703.10.2. Vl- �5 . tui is ritllluig:2119{lsat each slur{ Conces!leclrnilirlg- one 1 I gage 1 i�? itulv,Yat'1{iTI+' nail `0.3 7 [alien di,imetcr: !1 121Y �shank)nrticl g , - r• , - n `. - a. '� 1 � - . ,:11 1.i 7 . n.nJ al each stud. s. Se,; Section R7011.2 exceptions, L r-- Mininutin nail length intCi:t accommodate sheziihirtg. and :r It uikt framing 11i2 inches. Z. Adhered mustn't)? yenta-shall comply with the requirements in Sc utltms 6.1. and 63 of AD 53tYASCE 5ft NIS 402, • • • • • • • • • • • • • • • U.\Fonns\cityofancortes Constr Guide 2.doc WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTENERa,b,c SPACING OF FASTENERS Joist to sill or girder toe nail 3-8d (2-1/2"x 0.113") -- 1"x 6" subfloor or less to each joist, face nail 2-8d (21/2"x 0.113") - 2 staples, 13/4" - 2"subfloor to joist or girder, blind and face nail 2-16d(31/2"x 0.135") - Sole plate to joist or blocking, face nail 16d (31/2"x 0.1 35") 16"o.c. Top or sole plate to stud, end nail 2-16d (31/2"x 0.135") - Stud to sole plate, toe nail 3-8d (21/2"x 0.113") or - 2-16d (31/2"x 0.135") Double studs, face nail 10d (3"x 0.128") 24"o.c. Double top plates, face nail 10d (3"x 0.128") 24"o.c. Sole plate to joist or blocking at braced wall panels 3-16d (31/2"x 0.135") 16"o.c. Double top plates, minimum 24-inch offset of end joints,face nail in 8-16d (3'/2" x 0.135")lapped area _ Blocking between joists or rafters to top plate, toe nail 3-8d (21/2"x 0.113") - Rim joist to top plate,toe nail 8d(21/2"x 0.113") 6"o.c. Top plates, laps at corners and intersections, face nail 2-10d (3"x 0.128") Built-up header, two pieces with 1/2"spacer 16d (31/2"x 0.135") 16"o.c. along each edge Continued header,two pieces 16d (31/2"x 0.135") 16"o.c. along each edge Ceiling joists to plate,toe nail 3-8d(21/2"x 0.113") - Continuous header to stud, toe nail 4-8d (21/2"x 0.113") - Ceiling joist, laps over partitions, face nail 3-10d (3"x 0.128") - - Ceiling joist to parallel rafters,face nail 3-10d(3"x 0.128")- Rafter to plate, toe nail 2-16d (31/2" x 0.135") - 1"brace to each stud and plate,face nail 2-8d(21/2"x 0.113") - 2 staples, 13/4" - 1"x 6" sheathing to each bearing, face nail 2-8d (21/2"x 0.113") - 2 staples, 13/4" - 1" x 8"sheathing to each bearing, face nail 2-8d (21/2"x 0.113") - 3 staples, 13/4' - Wider than 1"x 8"sheathing to each bearing, face nail 3-8d(21/2"x 0.113") - 4 staples, 13/4` Built-up corner studs 10d (3" x 0.128") 24"o.c. Built-up girders and beams, 2-inch lumber layers 10d(3"x 0.128") Nail each layer as follows: 32"o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2"planks 2-16d (31/2"x 0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail 4-16d(31/2'x 0.135") face nail 3-16d (31/2"x 0.135") Rafter ties to rafters, face nail 3-8d (21/2"x 0113") - Collar tie to rafter,face nail,or 11/4"x 20 gage ridge strap 3-10d (3"x 0.128") (continued) 124 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS i DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER"'°'a Edges(inches)' Intermediate supportsc'e(inches) Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing • s ��_� 6d common (2"x 0.113") nail (subfloor, wall) /16 /z 8d common (2'/2"x 0.131")nail (roof)f 6 12� m 19/32"-1" — 8d common nail (21/2"x 0.131") 6 12g 1�/ "-1�/ " 10d common (3"x 0.148") nail or s 4 8d(21/2"x 0.131") deformed nail 6 12 Other wall sheathing'' 1/2" structural cellulosic fiberboard 11/2"galvanized roofing nail 8d common sheathing (21/2"x 0.131") nail; staple 16 ga., 11/2"long 3 6 25/32"structural cellulosic 13/4"galvanized roofing nail 8d common fiberboard sheathing (21/2"x 0.131") nail; staple 16 ga., 13/4"long 3 — 6 1/2'gypsum sheathingd 11/2'galvanized roofing nail; 6d common (2"x 0.131") nail; staple galvanized 4 5 11/2"long; 11/4'screws, Type W or S 13/4"galvanized roofing nail; 5/8" gypsum sheathingd 8d common (21/2"x 0.131") nail; staple galvanized 4 8 15/8"long; 15/8"screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 3/4' and less 6d deformed (2"x 0.120") nail or 12 8d common (21/2"x 0.131") nail 8d common (21/2"x 0.131") nail or 8d deformed(21/2"x 0.120") nail 6 12 11/ "_11/ " 10d common(3"x 0.148") nail or s a 8d deformed(21/2"x 0.120") nail 6 12 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, I mile per hour=0.447 m/s; lksi=6.895 MPa. a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum aver- age bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater,8d deformed(21/2"x 0.120)nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall he spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. i_ Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheath- ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. • 2006 INTERNATIONAL RESIDENTIAL CODE® 125 WALL CONSTRUCTION RAFTERS AND CEILING / JOISTS OR APPROVED ROOF TRUSS TOP PLATE TOP PLATE— SEE DRILLING AND NOTCHING PROVISIONS SECOND STORY SECTION R602.6.1 WALL STUD— JOIST IS PERMITTED TO SEE DRILLING AND BE CUT OR NOTCHED NOTCHING PROVISIONS FLOOR JOIST— BETWEEN THESE LIMITS SECTION R602.6 SEE DRILLING AND NOTCHING PROVISIONS SECTION R502.8 BOTTOM PLATE f_1/3SPAN ,i 1/3SPAN Ir bliJOIST NAILED TO TOP PLATE R V O -I I I i /STUD MIN►� IR BAND JOIST OR FOR BLOCKING AND 1 IN.x 4 IN.RIBBON BLOCKING BRIDGING—SEE CUT INTO STUD— SECTION R502.7 SEE SECTION R502..6 BEARING WALL LAP JOIST 3 IN.MIN. BOTTOM PLATE OR SPLICE—SEE BAND JOIST 7°1(/ ►-� 6z SECTION R502.6.1 SEE SECTION R602.8 OR BLOCKING / FOR FIRE BLOCKING SILL PLATE JOIST \0�i \\\\ //// \\\`///i x l :. e - ///\\\\,/// CRAWL SPACE OR - SUBFLOOR BASEMENT MONOLITHIC FOUNDATION - SLAB-ON-GRADE —///\\\ /// \\\ FOUNDATION ////\\\\'///\\\� -' \\\\/ INTERMEDIATE PLATFORM FRAMING BEARING WALL BALLOON FRAMING For SI- 1 inch=25.4 mm. FIGURE R602.3(1) TYPICAL WALL,FLOOR AND ROOF FRAMING 128 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and Do, D, AND D2r,,c HEIGHT ON-CENTER SPACING(inches) (feet) 24 I 16 I 12 8 Supporting a roof only >10 2x4 2x4 2x4 2x4 12 2x6 2x4 2x4 2x4 14 2x6 2x6 2x6 2x4 16 2x6 2x6 2x6 2x4 18 NAa 2x6 2x6 2x6 20 NAa NAa - 2x6 2x6 24 NAa NAa NAa 2 x 6 Supporting one floor and a roof >10 2x6 2x4 2x4 2x4 12 2x6 2x6 2x6 2x4 14 2x6 2x6 2x6 2x6 16 NAa 2x6 2x6 2x6 18 NAa 2x6 2x6 2x6 20 NAa NAa 2 x 6 2 x 6 24 NAa NAa NAa 2 x 6 Supporting two floors and a roof >10 2x6 2x6 2x4 2x4 12 2x6 2x6 2x6 2x6 14 2x6 2x6 2x6 2x6 16 NAa NAa 2 x 6 2 x 6 18 NAa NAa 2x6 2x6 20 NAa NAa NAa 2 x 6 22 NAa NAa NAa NAa 24 NAa NAa NAa NAa For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square foot=0.0479kPa, 1 pound per square inch=6.895 kPa, 1 mile per hour=0.447 rn/s. a. Design required. b. Applicability of this table assumes the following:Snow load not exceeding 25 psf,fb not less than 1310 psi determined by multiplying the AF&PA NDS tabular base design value by the repetitive use factor,and by the size factor for all species except southern pine,E not less than 1.6 x 106 psi,tributary dimensions for floors and roofs not exceeding 6 feet,maximum span for floors and roof not exceeding 12 feet,eaves not over 2 fcct in dimension and exterior sheathing.Where the condi- tions are not within these parameters,design is required. c. Utility, standard,stud and No. 3 grade lumber of any species are not permitted. (continued) 130 2006 INTERNATIONAL RESIDENTIAL CODE® WALL COVERING TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD MAXIMUM MAXIMUM SPACING OF THICKNESS SPACING OF OF GYPSUM ORIENTATION OF FRAMING FASTENERS BOARD GYPSUM BOARD MEMBERS (inches) SIZE OF NAILS FOR APPLICATION (inches) APPLICATION TO FRAMING (inches o.c.) Nailsa Screws') TO WOOD FRAMING° Application without adhesive Ceilingd Perpendicular ^ 16 7 12 13 gage, 1'/4" long, 19/ 'head; 0.098"diameter, I'/4" 3/8 - long, annular-ringed; or 4d cooler nail,0.080" Wall Either direction 16 8 16 diameter, 13/8"long, 7/32'head. Ceiling Either direction 16 7 12 13 gage, 13/8"long, 19/fi4"head; 0.098"diameter, I V t Ceilingd Perpendicular 24 7 - 12 long, annular-ringed; 5d cooler nail, 0.086" 12 Wall Either direction 24 8 12 diameter, 15/8"long, 15/G4" head; or gypsum board nail,0.086"diameter, 15/8'long,9/32'head. Wall Either direction 16 8 16•- Ceiling Either direction 16 7 12 13 gage, 15/8" long, 19/64"head; 0.098"diameter, 13/8" 5 Ceiling` _ Perpendicular 24 _ 7 12 long, annular-ringed; 6d cooler nail, 0.092" /u Wall Either direction 24 8 12 diameter, 13I8" long, 1/,1" head; or gypsum board nail, 0.0915"diameter, 17/8"long, 19/64" head. 1_ Wall______I Either direction 16 8 16 Application with adhesive Ceilingd • Perpendicular 16 16 _ 16 3 3/8 Same as above for /8 gypsum board Wall Either direction , 16 16 24 - Ceiling Either direction 16 _ 16 16 I/2 or 5/8 Ceilingd Perpendicular 24 12 - 16 Same as above for 112' and 5/8" gypsum board, respectively Wall Either direction 24 16 24 Two _ Ceiling Perpendicular 16 J 16 16 Base ply nailed as above for V2"gypsum board; face 3/8 layers Wall Either direction 24 24 24 ply installed with adhesive For SI: 1 inch=25.4 ram. a. For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 21/2 inches apart may be used with the pair of nails spaced 12 inches on center. b Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less than 5/8 inch and metal framing not less than 3/8 inch. c. Where metal framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than 5/8 inch longer than the gypsum board thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, 131/2 gage, 15/8 inches long, 15/64-inch head for t/2-inch gypsum board; and 6d, 13 gage, 17/8 inches long, 15/G4-inch head for 5/8-inch gypsum board. d. Three-eighths-inch-thick single-ply gypsum board shall not be used on a ceiling where a water-based textured finish is to be applied,or where it will be required to support insulation above a ceiling_On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be applied perpendicular to framing. When applying a water-based texture material, the minimum gypsum board thickness shall be increased from 3/8 inch to 1/2 inch for 16-inch on center framing,and from /2 inch to 5/8 inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. • e. Type X gypsum board for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at maximum 6 inches o.c. by minimum 17/8 inches 6d coated nails or equivalent drywall screws. 1 Revised 8/07 Page-28 11/4"TO2" 1 '2 11/4^ .1 ':2" MIN. TO 2" MiN IriFkk)11 - - - . .. 11111111111 1,,2.. 11/4"TO M1N. 31:2' MAX.- ,- ` .N O NOTE: r.1:41 .OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EQUIVALENT _ GRIPPING SURFACE. NOT ACCEPTABLE U:\Forms\cityofancortcs Constr Guide 2.doc CITY OF ANACORTES PERMIT CENTER P. O. BOX 547, ANACORTES, WA 98221 tp: = co PHONE (360) 293-1901 /6610, FAX (360) 293-1938 EDWIN FRANK, BUILDING OFFICIAL RESIDENTIAL BUILDING STORM DRAINAGE The following are from provisions of both the 2006 Uniform Plumbing Code (UPC) and the International Residential Code (IRC) apply to installation of footing drains around foundations. 1. SUBSOIL DRAINS a. Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. b. Perforated pipe or other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved • drainage system. c. Subsoil drains may be positioned inside or outside of the footing, shall be of perforated pipe not less than 3 inches in diameter. i. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or clean crushed rock at least one sieve size larger than the opening or perforation and covered with not less than 6 inches of the same material ii. Filter media shall be provided for subsoil piping, placed over the drain rock or gravel. d. Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter. e. Where continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. Where it is not possible to convey the drainage by gravity: i. Subsoil drains shall discharge to an accessible sump provided with an approved automatic electric pump. •• ii. The sump shall be at least 15 inches in diameter, 18 inches deep and provided with a fitted cover. iii. The pump shall have adequate capacity to discharge all water as it enters the sump. iv. The capacity of the pump shall be not less than 15 gal. per minute. v. The discharge piping shall be not less than 1.5 inches in diameter and shall be fitted with a union to facilitate pump removal. g. Subsoil drains subject to backflow shall be provided with a backwater valve in the drain line in an accessible location for servicing. h. Subsoil or areaway drains of a detached building may discharge to a properly graded open area, provided that; i. The drains do not serve continuously flowing springs or groundwater ii. The point of discharge is at least 10 feet from any property line iii. It is impracticable to discharge the drain to a storm drain or to an approved water course. 2. 1101.11 ROOF DRAINAGE UPC a. See this section for roof areas that have areas that require a roof drain other than an open low side draining to a gutter and exterior rain leader. 3. 1101.12 CLEANOUTS a. Rain leaders and conductors connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain. 4. Piping for storm drains and subsoil drains shall be constructed of materials specified in the following standards and be so labeled. a. ASTM D1527, ASTM D2661, ASTM D2680, ASTM F628 (ABS) b. ASTM D1785, ASTM D2665, ASTM F794, ASTM F891 (PVC) c. Other referenced standards that may produce appropriate pipe i. ASTM D 2447, ASTM D2466, ASTM D2729, ASTM D2751, ASTM F405. 1 r -5.95' m /// J ECEOVIS ' rn Qi \ 0 �SF G APR 10 2009 PROJECT INFORMATION N DRAINAGE NOTE: N. J Project Info, : This Project consists of a Garage and Office CC °a' EXIST. GRAVEL DRIVE R-775' el addition of an existing home. TIE ALL FOUNDATION,ROOF AND / TO BE REPLACED W/GONG. • L= 80.19' PARKING DRAINS TO 4"PVC TIGHTLINE TO EXISTING STORM DRAIN EASMENT. / • / O \ Owner. Wes and Sheri Cline P F /CN P.O. Box 1055 Anacortes, WA. 98221 TEMPORARY EROSION AND SEDIMENTATION CONTROL SF G / \ ��� 360-588-8701 (TESC) / Project Address : 5111 Macbeth ACCESS ROAD / f ;' 20 SETBACK o g 2D09 Z Q \ SEp 1 Anacortes, WA. 98221 O 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, j P I + ' Iss UNLESS APPROVED BY THE OFFICIAL // ,, \ \ � A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLED WHICH WILL REMOVE /f .;+vf r'�; r` '��/ _ Legal Discription : SKYLINE NO 8 LOT 99 AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO ENTERING THE PUBLIC ROADWAY.THE EFFECTIVENESS AND EFFICIENCY OF t o �� - Assessors Parcel#: P59758 THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL O / / r +` \s IC::: -� r \IF CONDITIONS ARE SU �- / ' i CH THAT AN INSUFFICIENT AMOUNTOFMATERIAL IS \+fit EXIST. CONC, P Codes : 2006 International Residential Code (IRC) Ct REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE,THE TIRES ,%' "\ '- + `� International Mechanical Code (IMC) SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.THE S � - � DRIVEWAY WATER FROM THIS PROCESS SHALL BE DIRECTED TO ASEDIMENTATION j " ` 0.00' N.E. PROP. International Fuel Gas Code (IFGC) 0 /� f : t l�`�R+ POND OR OTHER APPROPRIATE SEDIMENT-TRAPPING BMPFOR TREATMENT / ! /,, / + � CORNER Uniform Plumbing Code (UPC) LI- PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. i/ "/ <� � $Cy �j { /a = S-**I ,, .� � / International Fire Code (IFC) THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION THAT SHALL toff /r t•" 4 r \ Washington State Ventilation and Indoor air Z I PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC �D .`\> -` r ++ +� G7 f f-- g RIGHT-OF-WAY.PERIODIC MAINTANANCE OF THE ENTRANCE,INCLUDING (ba �� `" ".\ r' -`5. +�. + { \ Quality Code (WSVIAQ) Z THE REMOVAL AND REPLACEMENT OF AGGREGATE,AND CLEANING AND/OR ( r' .. N; ,,�{ I� ...-� / 2006 Washington State Enemy Code REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS (�� '. r �` �. `M'+ -.q'- ''11 f 4X, FF ELEV g r9y CC 1-1- THE jet ry�F 4z �4 1•t{53.1 - +r..Y CONDITIONS DICTATE OR AS DIRECTED BY THE OFFICIAL / / '" "� �'� .� +� �, ,.} t-��y � ,,f SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON SF/ / '` .,,,r.s.+�.... � t �U t%, �� y A/,'` { -1.1 G' Construction Type : Type V, Non Rated with 1-hour fire AT LEAST A DAILY BASIS. l i' Cl_'" , 4111,41+ s It F F / separation between R-3 and U-1 L iii SOIL STABILIZATION / ,',,,.r,' , r. e'i'/ / 5 / 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF-SITE OR / _, ;'r.; t 4{ r -'`1. Occupancy Type (s) : (R-3 ) Single Family Dwelling W O INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE ` `` fi'`tt t ` 1.., / ( U-1 ) Private Garage i_ (t APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER +`-"s/ / ', V J VEGITATION,PLASTIC COVERING,MULCHING,OR APPLICATION OF GROUND 44 f i;',� / / Building Height: 23' - 11/4" BASE ON AREAS TO BE PAVED. 75:riBACK ,; pr `PROTECTION OF ADJACENT PROPERTIES r m ' Building Areas : Existing Main Level- 1104 Sq. Ft. i13-72 EXIST: G FOOTPRINT 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT / SF\SILT FENCE) ^\,\ . . 1 T " / Existing Lower Level- 1104 Sq. Ft. DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, I \ '� New Office Area- 197 Sq. Ft. SEDIMENT BARRIERS OR FILTERS,DIKES,BERMS,OR MULCHING,OR BYA / � �L,�, i �, r ��' fc OS 0 sr 7 / New Garage Area- 523 Sq. Ft. COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. \ \ ..:A+ / q/ New Deck Area - 381 Sq. Ft. SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER - \', "`_ RUNOFF FROM THE DEVELOPMENT.THIS SHALL BE ACCOMPLISHED BY / / - ......”1.-. ODD Total Impervious Area - 2205 Sq. Ft. CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE N. - 1 a� 0 Lot Size- 7530 Sq. Ft. DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC ` / �C pQ. tL"I STORM SEWER SYSTEM.OPEN SPACE TRACTS AND BUFFERS SHALL NOT �y� - �� 4 .. III li / - 4' , Total Lot Coverage - 29% rr'QT � BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED.PRIVATE \ SF \ \ \ _ / !"''y DRAINE LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITH �0:, \ / APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. / MAINTENANCE 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE \ ,\ N i .O CD ` MAINTAINED DERT HNSU REGULARLY PERF RMANC THE URING HELIFAPPLICANT IN - LOT SIZE - 7530 Sq. lit., \ / / DRAWING INDEX , W ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF .a lJ CONSTRUCTION.(NOTE:WITHOUT PROPER MAINTANANCE,COUNTY 'IS .,l.1 BUILDING •!"'1 ;„� INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT N°t7 � ' \ / ICI �� 0 UNTILL CORRECTIVE MEASURES ARE COMPLETED). 2S ` 10' 1 Site Plan UNUSUAL EVENTS 60 �3�, \ SETS Project Information U Ct 5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF(UNUSUAL OR LARGE '� N. SITE-PLAN 2 West and North Elevations •r-1 STORM EVENTS)RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE \ . --�SF� - 'S ' - u �„� 3 East and South Elevations � CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. \ w` (°I ) GI ADDITIONAL EROSION CONTROL MEASURES MAYBE NECESSARY WHERE 20'SETBACK III �I\ YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA.FOR MORE �' \ / 1" = 10'-0" t't g� 4 Foundation Plan w __ '' / " + f t ^A {� Floor Framing Plan CID CI O ^C ^ INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC `J J 1432 y" 5 New Wall Framing plan 1-0 / { �o • O ? Existing Upper Wall Ian "0 r� • �; ea' 6 Roof Framing Plan `J C, #0000000,yest \ W ® 0 0 7 Deck Framing Plan (� A ,Q, u Typical Wall section bp c , Li EXISTING RIDGE LINE `. I z Q �'I W O r+ ` O ( � l - O N'0 F t 0 I!' V f°. 'iTTS rti r- Gfr LLI ,.G..# ...._ - _#2 CI: - Z �e Mans have been reviewed by the SBC DRAWN BY 13'-1016" I " y 'w-' 4-- A -' ' `w' '� i' v ' t� ���!! O O Architectural Committee for compliance to Curie COriSt. 8L r _ _ _ _ co- H c 'Skyline Beach Club CC&R's only. Property Desi ffgn / — w—_ = cctt�� q --2 weer is solely responsible for all engineer- P O. Box 1055 Uj �— r IN- v) O 1...u)C.) 0 Ir�9.code compliance and property boundaries. /! / / —v -- U Y g trim L (z Anacortes, WA. I I� I Jil ( it sz CL CC k4i-eviewed O Reviewed As Noted0.00' - — _ 0.00' 1 t -- r.. a a Q I 588 8701 ----- bra . r oNE r ----_-..--- - -2.00' ' �' e /�• U it — C Member ate DATE 2/27/09 PROP, ---- _ _---- _ -__- ir I - I ___ — CORN. 4.00' �, / -5.95' NW PROP. CORNER :brio .'. N,U 1L�� r 4/ pL� SCALE 80 8„ ` AC Mem•er / 1/4„= 1'-0"UNO ir Date SHEET# SITE ELEVATION DETAIL }Notes: 1/8 1'_0" !W i ..- 0 OVER-ALL HT. (EXIST.) ��'r 0 I al _,_r w • C - ' -ram. vs i , ".,` a) litat irj: lit _t ` t i r t` , c,,5r -r r �..r�.�r�u.� �L �,r�ii =T.�i�..l 2 L , t C r 22-r r i .: �r L� r 7" , r L L 1 ' 'r L,' �� T.--I r ' I f I 1 J. L t i T- , an `_t1_s-.' •' �e - T1 I t L. ��'l�l_.r,_.?I r.,L _ _ " ` 1'r_ -r L i i i " rtl -Lf .- __f-4 - s'I _ram r mac— i'--- C e- f__7,=7.3- :t -:."- _ • .5� .-1-__ . `L. f -a--1-. ,�- PLATE HT. ( EXIST) OFFICE AND GARAGE TO MATCH �_ - -_____ __ _+ __.._ mot' r _ _ r /r 23'-14 S _ —— -- -� r�i rr A l". 2\ +R..vaslA ' MAIN LEVEL ( EXIST.) I' �. II 0 LOWER PLATE HT. (EXIST,) X ". !I I. 1I I „ q „ ,, Z I iF �i II 1 �I I �! II 1 I . Ej 6 I i• r II I, E Y 7, 2„ I '�I ltia I z : 11 II IY `I 6 ip I` - U) W \ \ LOWER LEVEL ( EXIST.) W W EAST ELEVATION -----"\---,...______ 114"= 1'-0" rrT� A iini„. :0 CU v� r- Ta . ! i'= �j 0 I 1 1 (..L = j-• -r-- T Li-1- .v .5..�r• Li L. t-'-r ' I -I_ I �I j) r �L j TTI �tIIII I I . �'°, ` �il� �' J 17 I I"f I I I'' ) t L I 7 , l ._ L:-�. ...,. _L Or- 1.11 1 _,' () � 4 YI Hit CTf ' _ � L, 11 i :- _7 :-r..� nil. -f L '^ � �}�.{ 7 II _ W iii as) -S �" /a 1-. ''a w`�rnw. .. �a 3� J`.` 5. -n --.•..... �: n' I ,-'. of _ 1 II $ e CI) et f '�',sr< . "w v,T,r x`r"' .ten.. ,..2,,„„ r.-"�-•1 / c r_ J / ° `t�":"' {Tj •.�.Y.,,LL- - . t)r{k I, ; (15 .tea J ' - - ,. .. �` ti� ° r - ..= -f r r E Ll 1 nF .. -�_ .._. -s aim- - ( Mi�lr wa; '< srt , ,'. r ....<. , ,+ .,"` ,,c :- `tom `4 I, _ DRAWN BY These i ns have been reviewed by the SBC_ Cline Const. & -- I rune' ,, I Committee for compliance to ' � Desig n :each Club CC&R's only. Property Droner is solely responsible for all engineer- P.O. Box 1055 ;rg,code compliance and property boundaries. Anacortes, WA. •eviewed II Reviewed As Noted 588-8701 i-tt AV 'Z40Dy DATE 2/27/09 NORTH ELEVATION �►►► AC Member Date SCALE 7y� rC- l/ L \6>l,, -42 4/74'/0, 1/4„= 1,_0"UNO AC Member Date SHEET# 1/4"= 1'-0" Notes: 2 :? m EXISTING 50 YR. COMP ROOFING MATERIAL 0 MATCH EXISTING ROOFING PROVIDE RIDGE VENTING - - CO _- _ CC 1.. ry % WHITE VINYL LOW-E WINDOWS 't [" i 1 i ' , i ? I t. 1 t I_- ! ) MAXI SHAKE SIDING �8 , , f e i j 5 /71 i s i ALUM. RAILING W/ W/6" EXPOSURE�i- e =: �r =, = —1 — / i/� d i ;'j 1' TEMPERED 1/4"GLASS , i !, i, (i d 1! {1 t .i ` Ii ':1 i 1i li ii I I F I� - !I it II <�/� }�'•` / tr I BOARD AND BATT SIDING ' i(II it �" !” I' II I, it 1 ij it , II II i I II ii i1 1 o ,� - @ 16" O.C. �.__--: it I II i' I, II ll Ii I I k` ,j ! 1 j 11 I NA \\Z, .. '., \ \ \. ' 11 1 II � �I I i i � \ I ( ii .i I I i Ii (i i, it It it_ I II- t- l II -- - 'u — -ai ti. . 1 ! ! i 3i � � L IN � �� -i � �� I Q el tl ! . i I' 1 1 u is I. . a l ai li i -j f' Ii 1 I i !i 1 ! y i_ i t in 0) ii i FI " H ' WEST ELEVATION 1/4"= 1'-0" 5--I Vi t .' --._ 1 _ .—1, L .7 _i ,_,.�....._,11-r T� ,.; ! aim I_ _. '�—! '- T 1'"i t— 1 I .-� .; , i_t_ t.ri _ � ! i ,, i r t f i w• i varies �� " i-1-r ' 1. ., "_�'i I I �` I._ H. _.( _ ___L,� -'2 1. S __ 1 J GG r /l . , , ,/ 1 / 7/ 1 ---- i ' z ' i; i / . - .., / - ,/,,,/,/,7 /4/ „77 /,- "a ti 2 momkas et yt \I /�i.` x'l I < � _JL]LL'I L -.I _ _�' — -\- I�{4I/_ \ 'r �r. l y� � > _ - i.>r _ __'__ ___.. a)`V -/tl ' 1 �i 1 �. LJ r i ! 1 , i , ! / f i s II ( i !i i 6 li F ii ii /`�/ // �. A,- °' ' - DRAWN. BY 1§ + § +lit , �� /� � € 1♦ a ;` : puns have been reviewed by the SBC Cline Coust. & it iy I t �� Il 411 �, �� �' �, . ' ;tsctural Committee for compliance to Design ;,II i4 ,I- i6 'I it // / ! " IIII $i �� ' . line 4each Ciub CC&R's only. Property g .> ii 1 o aiier is solely responsible for all engtneef= I i P O Box 1055 j ( / 'i $ , i rig,cede compliance and property boundaries. Anacortes, WA. 1 l / f f, I o- i SI -- I I i� // /-"% I n Noted 588-8701 I „ i eviewed f -+ Reviewed As N DATE '� � � , ( �i 9I 41 1I 27/09 A Member Date SCALE �-�A A��7 � (( SOUTH ELEVATIONMember VJ,Qe Date SHEET# 1/4"= 1,_0„ Notes: V{ ^ s•......_..- ___ ___ _ K0 0 c 0 co ._ a) CC / 19, 7„ / 10' 416 / /1'.o"k 16'-3„ f1,_$„/ 1 FOUNDATION PLAN NOTES ® New 6" thick concrete wall with # 4 bar @ 18" O.C. vertical ` and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) 1/2" 0 ANCHOR BOLTS AT 4' O.C. _. Provide 1/2" x 10" anchor bolts @ 48" O.C., EXCEPT AS NOTED IA2NCHOR BOLTS 4 $8 1 and no more than 12" from ends of plates U.N.O. I . z �' 0Existing 8" thick concrete wall to remain. • I• L =' O2 12" wide by 6" thick concrete footing with (2) #4 bar Cont. horizontal ! j i QEXISTING WALLS z Pour over undisturbed earth. i ' ` ii j i �, O Q 3O Provide block outs in foundation stem wall for i It I ii ', It slab on grade doors as required. 0 15'-1�" I �a EXIST. BEDROOM //li 2 , I _�— //// v LL 10'-816" , ' 0 1 l{ ✓i Iv.c 4 ',VAULTED CL f/ . ® Min. 18"W x 18"W x 10" Deep Post Pad © NEW GARAGE ; I i W/ (2) # 4 bar each way. l fI HE j� .._ ' `\ z 24'-1'" • 4" THICK CONC. SLAB OVER f i © Stub horizontal rebar into existing 2 MIN. 6" COMPACTED FILL. e __, _ . BATH `�f �I I I 1 DlO foundation a min. 4" PROVIDE A MIN. 2" SLOPE TO DRAIN /rj C� �`` ---•�l r. 1 i Epoxy grout (Typ)- ', i \j{INYL�., / u l j / / � ~\ O LL / _- i r 1/2" 0 ANCHOR BOLTS ��`I` l f,,• I r // i I �� - �J/ i i AT 1' O.C. i ( �� \ _ (1 - 4 G" - EXI ; . ENTRY41 NOTE: ©, i I EXIST ,'\\\ � f �r � I VAULTED CL.— I i I 1/2" O WEDGE ANCHOR OR EPDXY i I PANTRY #( / if IT-, j' t� \ t HD -- i ANCHORS WITH 6" EMBEDIMENT MAY BE USED I I VLT CL. ;/ , __ -_ , 1- ,.' L I IN LIEW OF 1/2" 0 ANCHOR BOLTS. 11 9 24 ! 1/lid i L � r -1/47 j i l-- i_ 1 , (_` \� i I i I}Ia. . ' Ir : lad,,, k ! ' EXIST. ITCHE _ \,mac 19-32' f' h f ris VAULTED CL FLOOR FRAMING NOTES l_ J `: r = v _. �_- 11 O 9 1/2" deep BC; 5000 1.7 or equal spaced at 16" on center ' % 1 Y�/f N with 3/4" T&G plywood subfloor material. I l� ,I r i $"I tl� �j i i -� �k I � 1-� Provide fillers, web stiffeners, blocking panels and backer blocks 1 I ( ) u recommended by the manufacturer. " �` �JCt Provide R-30 insulation between joist. , 10'-816" /\ I I i V Provide 1/2" T-111 blanks for cover under joist. © 9 1/2" x 1 1/4" LVL rim joist. Typical at Rim / `'I . ry-,1 0 CI Lin 41- ► 0 Foundation wall below \� ' �` �► © _, © �.,/ �� EXIST. LIVING / DINING 75 . l ® 18" x 18" x 10" deep conc. pad w/ (2) #4 each way. gyp.) \ L�J •• LJ • LimAREA /j al V © 6 x 6 PT posts, connect to conc. pad w/ Simpson AB66Z VAULTED CL. / Connect to beam above w/ Simpson PC66Z. (TYp•) �'-1$" / 7 9" / 4'-416" / CAPPET /// s, ; 2-1 0 �;_Thy a o -u tC DRAWN BY - Thc.a: Asians have been reviewed by the SBC CI1ne COnst. & �.rchPtectural committee for compliance to -Design FOUNDATION PLAN Skyline Beach Club CC&R'a only. Properly rimer is solely responsible for all engineer- P.O. Box 1055 engineer- ing,code compliance and property boundaries. Anacortes WA. OFFICE FLOOR FRAMING PLAN �,.evIewed fl Reviewed As Noted 588-8701 DATE va^ = 1'-0" �l fivfMM' r, 4i ilag 2/27/09 •C Member t dhate SCALE AC Member Date SHEET# Notes: 4 r / 29'-1116" t /1, 8„,fr 16' 3, j1, 8„ 11 I/ 10'-416 / \ \ 1 sirea2q 5216 / 16' x 8'OHDWI AUTO O I ,© O CONNECT NEW TOP PLATES —- OPENER 4 88 TO EXISTING W/MST37 • II r _ i O 5-0 x 3-0 XO ® _5-0 r . xC ti i�./TT-z";' ✓.:rv/_.:�': -. -- -. .-___�J/.'!//J////�J.rl/i'J,%:'/.iiJ//4�._, j '�� 1 IL 4,7 / P,. /% 4" I EXIST, BEDROOM WALL FRAMING NOTES 3 / a'jI' (7---:;) 6 I VAULTED CL 10 2x6 Ext. wall framing spaced at 16" on center 24,-11„ %fry __ hD " f/ 2 .': Ii i Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. NEW GARAGE / f Provide 7/16" thick OSB sheathing on perimeter bearing walls. �� EXIST. BATH �� 1 �� ' I V M THICK CONC. SLAB OVER /rf g �� Provide R- 21 insulation. Typical U. N. O. i l MIN. 6" COMPACTED FILL. f�! \yI.NYL •= _._`� i3- cur 1� Existing 2 x 4 ext. bearing walls to remain PROVIDE A MIN. 2" SLOPE TO DRAIN ! z 1 PROVIDE 5/8" GVIB AT WARM WALLSf wr. � f` � / I 1B 2x6 Int. stud wall. Space studs at 16" on center. 34,_915., 47Lrck I mo- EXProvide R-21insulaton 1T. i,/Ai: c � PANTRY VLT CL Provide 5/8 DWB on Cold side. if ow- HD N / \ /"�i11.ly. :Wit__1C 2x4 Ext. wall framing spaced at 16" on center \ 1--' 4: Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. � Mil / f \' \ Provide 7/16" thick OSB sheathing on perimeter bearing walls. I 3'-11�" ® 68755 0 i \ /� � %Provide 5/8 DWG on all warm walls. 2uP " ,�EI KITCE �2 4x10 DF #2 headers. T ical unless noted otherwise. \ I - r ••_, - ,m, %,,;-nis 1rAULTED GL. f,See ROOF FRAMING PLAN for header size. + C 1 B < ` �— J ��` . WD ` _,� �� f/ 3O All windows and doors with glass to beI ® f i t \\ Jfy• Low-E glazing per 1997 WSEC. Ti �� =r 1j (�_--"� -� y ,-' I i NEW OFFICES -`- --_� ® Stair treads to be no less than 10 1/2", no less than 36" wide. 1o'-s1fi" 6' CL. .4 Risers to be no more than 7 3/4" HD WD ` Provide a hand rail no less than 34" and no more than 38" p ' from nose of tread. x0 _"-__ ' o ©© + o EXIST. LIVING IDINING 43 x 5-0 4-3 x 5-0 4-3 x 5-0 " 1 " «0—\ \\l I A A A. 14 XO .-_... _.. 14' XO 14"XO _____ .__ ' `y"__. 15 016 _ / 4'_316 / — -- ' ., VAULTED CL. CARPET NEW DECK 70di , ---� - . ._�......—_.— —^w_ .._...._..�_.�_2-10 x 5-0 _ am x 5-0 plc - ---- ___ ______,4"xc — \ __ ___ __--_.____ _ ____—__ — —.—_ __._ =_________�_----._____ _ ______pi e -"•--,ary,,;,..� Skyline E Owner is ing,code NEW WALL FRAMING/ WieVI EXISTING UPPER WALLS A 1/4" = 1'-0" Notes: an_ \ m 0 co c 0 ._ .5 a> CC ROOF FRAMING NOTES 3.5 x 11.875 PSL — — CONNECT TRUSS TO WALL PER Z I I DRAG STRUT DETAIL THIS PAGE _ ( Q 't II JI - ® _ � i t .1Prefabricated 2X wood roof trusses spaced at 24" on center. ' , - — ' Provide 7/16" thick OSB sheathing. ( /� ,7 Connect to wall framing with Simpson H-1 at each end. i R I — — i / z 2 x 6 DF rafter over framing. l ____ /it— r \ O. x { Provide 7/16" OSB sheathing. I ' I \ // \ [ G / ` I <02 22" x 30" min. attic access i ---- I \ Provide a min. of 36" head room above ceiling. i ! //J/ i / 0 � � O , O3 2 x 6 bearing wall, studs spaced at 16" on center. ; j. { I / \ ;/� Provide 7/16" OSB sheathing at perimeter bearing walls. /, V r n , i \J 2 x 4 bearing wall, studs spaced at 16" on center. j % �// / F Q z Provide 7/16" OSB sheathing at perimeter bearing walls. II ti —t_ — / i 36 :Existing 2 x 4 bearing wall, studs spaced at 16" on center. ' ' ' \ ell 1 \ 2 \\N<1 0 /2 ;-' 1/ t - � C \. I 4 (n ® 5l4" x 8" facia board. (typical) w 6 CI i O All load bearing headers to be I I t/-I IT i\ € I s j I i 4 x 10 DF, unless noted otherwise. I , i ��� f 11 _ ® Existing 4 x 12 GLB �� /J �` -ii \� , _ i - O r- i� irk . f ,✓' r�T� • _�. i' r i � f�-1 : fj L� I `7 �'- t ' s t W •Ifli co / '0 \ i ry •rmll \ 2,.... < U U \\ r, tt He a / S / \ ` / N < 4 ,,, / \ \ / i` �' *� co N — — — �� i I \ f \ �•\ SIMPSON MST37 NAILED TO ` \L , \ CD CIC5 TOP PLATES & BOTTOM OF TRUSS. �_ rd `. /.4' \ \� \ \f INSTALLED ON TOP PLATES FIRST. — —_-- - -- �\ • � � g NEW DECK r--a (SEE DECK FRAMING PLAN) _ P r � an �_ -\\L .....,.._.__._ DRAWN BY ___r owe ans have been reviewed by the SBC Cline Const. & 2 PLY TRUSS OR ADD — — -- _ �.__ —�— --�_ �— -- —____ ctural Committee for compliance to Design (1) 2x6 TO ONE PLY TRUSS A MIN ��_ -_� _ -- — ��— -- -- `— - --- _sE ne Beaoh Club CC&R's only. Property 10' LONG. NAIL TOGETHER WI 16d — — ner is solely responsible for all engineer- P.O. Box 1055 dng,code compliance and property boundaries. Anacortes, WA. O.C. NEW ROOF FRAMING PLAN/ i ,Reviewed � Reviewed Noted 588-8701 EXISTING ROOF f /jam DATE 2/27/09 ddMemer ate SCALE DRAG STRUT DETAIL 1/4" = 1'-0" -selfg,i .f-,k,0%.0 , 47 439 1/4"- 1'-°"UN° AC Member Date SHEET# 1/2"= 1'-0" Notes: i i.- ._DECK FRAMING NOTES (1 a 0 2x 8 PT foist at 16" O.O. Connect to ledger trim joist ---)/ 12" O.C. /L , w/Simpson-LU28Z. 0 2x 8 PT ledger board, bolted to Rim joist of o house w/ 5/8"x 5" galv. through bolts at 16" O.C. staggered. 5 Nail to Rim Joist w/ 16d c@. 4"O.C. 0 / 0 2x 8 PT Rim joist. w/ 1 x10 cedar skirt board. l 1n a6 PT 6 4 xpost, connect to conc_- w/ A Simpson AB66Z and to beam above w/ SimpsoriPB66Z. (Typical) Q 6x12PTbeam. I 11 0 0 ;I;, ; P:rdeck ; JiStw/ °(°:; /1 I" ).per joist. „ 3 0 0 � *Si White Alum. with tempered glass railing System. 1 ;.. . _ .-.+ ' Cl.U. Install per manuf. recommendations. —.. , ._L 0 Stair treads to be no less than 10 1/2", no less than 36"wide. Z .1 at Risers to be no more than 7 3/4" Provide a hand rail no less than 34" and Ito-more than 38" 316 // 10'- "16 / 10'-10 " 1t3'-10 "14 10'-7$" / I from nose of tread. Q 18" X 18" X 10" d:; r p concr pad w/ rt / 4'-6 5„ / 42'-58�, i'-.11$' s'24" / (2)-##4 bar each Li_ Q -0 4" thick concrete landing. Min. 3' from bottom of stairs. DECK FRAMING PLAN _ 0 114"= 1'-0" 381 Sq. Ft. -R-38-BLOWN INSULATION J.NSIILATI ON BAFFLE W/ 1 "MIN AIR SPACE 30-50 YR COMP-1 OOHNG-- - OVER 30#FELT 3' 0 TRUSSES PROVIDED AND ENGINEERED BY 0 A L1C. WASHING'I UTTBTATE7RUSS MANUFACTURER VP MN g.11 . 0TRUSSES DN24"CENTER'S 1111.1 1 3' < it H2.5 HURRICANE TIE,EACH TRUSS 0 © j S1 F�- CI ii i ik a .. 7/16"OSB OR 1/2 CDX PLY. SHEATHING `), . — .� CO (/ .*.� �._ �^--_.5l8"GWB ,77 2 x-4 VENTEDBLOCKING - _ .. - 1!2" GW8 0 CONT.ALUM.GUTTER (2) 2 z 6"PLATE"-LAP 1�2 1'-0„ Q 31 (� SPLICE'S 48" / -< U OPTIONAL 1 V 1 IN. • 4x 1O HEADER(UNO) 5/4x8FACIA lMNDOWS&DOORS �1 (///���' `/ 7/16"OSB OR 1/2"CDX PLY OVER A : :4 •1 a. o PAR OT•�E�2.HO61L, USE-WRAF' 2 ic'6 STUDS @ 16' D.C. (..) ( n CaJAi-5 0 SIDING AS PER ELEVATION -_ R-21 INSULATION-VAPOR BARRIER OR PVA PAINT Lit V 71' 3/4" PLY.DECKING R-30 BATT INSULATION ,� (� CONT.RIM JOIST BETWEEN FLOOR JOIST in CO CZ% ly 2-x 4-PT-SiLL-PLATE IN/1f/2"x I10" r� ANCHOR BOLTS @ 48"OC W/ 0 cz Up 3"x 3"x.3I16"_GALV.SQUARE WASHERS W PROVIDE BOLTS NOT MORE THAN 12' 91/2"TJI OR APPR'D EQUAL r"I FROM ENDS OF PLATES _ V 6"MIN.TO GRADE 1 � J .t :-'_",' CRAWL SPACE These plans have been reviewed by the SBC DRAWN BY Architectural Committee for compliance to Cline Const. & ''' '�'-�` MIN.OF24"BETWEEN BOTTOM OF JOIST AND p b-l-�— ` -• j EARTH skyline beach Club CC&R's?: only. Property DeSlgn 'l l=fit-III-III—f I I—III—III=11 I—T: % owner is solely responsible fir a>li engineer- P.O. Box 1055 IPI 1 I4-1 I 1 ,�.. ., tng,coeie compliance and property boundaries. � I I I I i—I I —II—I l I WA. 4"RIGID TtGHTLINE DRAIN '•- , 6 MILL- BLACK POLY VAPOR BARRIER , Anacortes; -`-' LAP SPLICES A MIN.OF 12", `� Reviewed ®Reviewed As Noted 588-8701 DAYLIGHT TO GRADE rn:I`�`I•+hl "III— II=III—�C.°c��" , �'-�"�-----__ 6"CONC. FOUNDATION WALL � I I ..........=" W/#4 BARS @ 18"0/C VERT. UP SIDES A MIN.OF 12 Ill i I—I I — i —i! a _;r,.'. &#4 BARS @ 18"O/C HORIZ. e..�< DATE i !I!=lE1=!!I- I -ll �a8a� :� _` ,C Member t ate1 1111 � I aoa a _:;-_r>.•'...; ` .• 12 x 6"GONG. FOOTING 2/27/09 r° .:,= W/(2) #4 BARS CONT c SCALE 4" RIGID PERF:FOOTING DRAIN t r—1 I I=I I H I I a$ -- . 3 Q W/12"MIN OF DRAIN ROCK COVE oua° A ®mbar Date DAYLIGHT TO GRADE TYPICAL WALLSECTION SHEET# ,..„") 1/4"= 1-0"UNO Notes: 1/4" = 1'-0" 7 % . (--- ---\\ a) r 0 / 29'-1116" / "".r /1'-8","( 16'-3" ,}'1'-8"k 10'-41 6" / \ \ %,,,-'"w'zd:+ \ 5.-2 6„ / 4', Z <; 16' x 8'OHD 1 ` 5 �_._____...n,.- __.,_._,u......_.__._.. .__,._.._.,_-_.__.—,__._�_._._t r, I CONNECT NEW TOP PLATES �^ W/AUTO g 4'-8i" 1 TO EXISTING W/MST37 �" �- < v) OPENER __ ___ _ J I r 5-0 x 3-0 XO I � _.�,, t., ems.. c ,WiZTE` °` 'i'�ii'717,371== ---.._--.__...._..,._......- -.r',/rrMU•_^f74� E0. r�. - ,�_.. .,, «,.__-.._...___._J / i r .�i, -.._.�_...us.':.ls.'s'.uwl.:✓-.s,�s .rc....rrGtr ., M.W_.,......_.........�..,.. .- _-___._.__ —__....n.P.,_.,-.:. 1Vr/ 11 I y/r'f fR S , „,,,,: 7 Fr /° L M WALL FRAMING NOTES ,' n„it f !? __ _�— _� ....__. .____..— .____._. f,; ; `r �.__ m.� Lt 0- 0 / I3 Lam`'€s 'f; VAULTED i.. >i f✓ _ 4 D 2x6 Ext. wall framingspaced at 16" on center 1„ , % if ;rr" `� .---. i _1 Provide (1) btm. plate and (2) topplate, plate slices no less than 4'. 2 NEW GARAGE l ' cT ;' +-7! ,.c-, 1` { ` --� Provide 7/16" thick OSB sheathing on perimeter bearing wails. °�` w, YTr r �T -- 4"THICK CONC. SLAB OVER , < z Provide R- 21 insulation. Typical U. N. O. _ „,1` -«-, -` ____ / ;r' N .._i :� MIN. 6 COMPACTED FILL. ;,1 �`sr .`1 ,, ` <. «--t: f \ O1A Existing2 x 4 ext. bearingwalls to remain PROVIDE A MIN. 2" SLOPE TO DRAIN ,/,, — — € 2 / r� PROVIDE 5/8" GWB AT WARM WALLS O. !" o vJ �'�y//r, �l z ``''1y .l -4//4z2F-G 7r;, #,tij'�" } EXIST. ENTRY '{W,�rfr1. 1B 2x6 Int. stud wall. Space studs at 16" on center. 34' 915if EXIST ` -. f� � Pi W Provide R-21 insulation At `, v� Provide 5/8" DWB on cold side. } � � f Erg. Y 'IN I_ _i / _ -. e 1c 2x4 Ext. wall framing spaced at 16" on center ` " � .,..„,.......„;., _ s,„ *:, — _____i 44 Ftl Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. 1 4 5 R 3-0 _t._ , -,. .-.M.. , i. Provide 7/16" thick OSB sheathing on perimeter bearing walls. 3'-112' 6.s75 20 f .`k#J` 11.-._-_,__,-- , II .7. UP - _-� MIN. 't i � � r Provide 5/8 DWG on all warm walls. ..�„�,,,, ., ...._: r, ._ �__� ._, �_. - . _ Ili-, - ------ 1i. t:= , . �.__ s @ .ar � �. FP '‘; 0'.'" . ;...., 4x10 DF #2 headers. Typical unless noted otherwise. ;3 Y �� : ,. See ROOF FRAMING PLAN for header size. 1 -� f! 'y ' f. = � � - 1 • ® All windows and doors with glass to be tt is i` 14 rt Low-E glazing per 1997 WSEC. ^-- NEW OFFICE £ '` ® Stair treads to be no less than 10 1/2", no less than 36"wide. ' 7 ff V. 1-01 _ '' > Yl Risers to be no more than 7 3/4" 16 HD WD -F .----A .t--i 'I"' Provide a hand rail no less than 34" and no more than 38" CD A _ '� �"� from nose of tread. x ` ° `' ` " < U U 6 �o _..:...` 1\...... 4XO3xO3xO 1 ". � AREA 1/ 14"XO 14 XO 14'XO ��•.++ �, 15'-0 5 ff._. _,__ __ ", �4f;3 3 II �, '< f .z•:Aar, V J -E-� .oF , ,:i 4°:, C) 1 'ti CAR ' fir CZ x >f r tO _ _�� N EW DECK 1- —_ — _ � _ A �.;F„ , w--. ? 10x"0__ 8 -tx5-0 pI ^ , (SEE DECK FRAMING PLAN) -_ t _ _ 14"XO Y - r _ ;-�I W Ill .__ ..__. ._. _.....e.__.__... _._. �d_ ____.__.._—._ __..-----.__...- _-_. .... __- w_ .- _: _ ._._.___-__ DRAWN BY -_ .-__.__.._ .._. Cline Const. & Design P.Q. Box 1055 Anacortes, WA. NEW WALL FRAMING 588-8701 / DATE EXISTING UPPER WALLS 21271°9 SCALE 1/4"= 1'-0"UNO 1/4" = 1'-0" SHEET# Ij \''',..--. ...--/1 5