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Permit File 1207 14th Street
i i I 081 wr, elAlgaircti CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1207 14th Street Owner: Bill Mendum Constructed by: William Mendum Building Permit #: BLD-2015-0093 Date issued: March 19, 2015 Use Zone: R-4 Dated: February 22, 2016 Authorizing OfFicia . ' • O "I City of Anacortes 1InvoicelPermit#: BLD-2015-0093 G,-- T` 904 6th Street f Applied date: 02/27/2015 P.O.Box 547 Issue date: 03/19/2015 01 Anacortes, WA 98221-0547 � � (360) 293-1901 Expire date: 09I1412016 r" Job Address: 1207 14TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: • APN: P55450 Remarks: New single family residence on a 5 dwelling unit lot. Owner: 'BILL MENDUM Contractor: WILLIAM MENDUM Address: PO BOX 1656 Address: PO BOX 1656 ANACORTES WA 98221-6656 ANACORTES WA 98221-6656 Phone: (360) 293-6396 Phone: (360) 661-6391 License#: WILLIM*901Q4 General Information: Fees: 1st Floor Square Footage 832 Plan Review Deposit 200.00 Garage Square Footage 460 Building Permit Fee 1,066.55 Building'Valuation . 112390 Plan Review Fee 493.26 # Forced Air Furnace<=1,000 1 Mechanical Permit Fees 89.50 #of Bathtubs 1 Plumbing-Permit Fee 90.00 #of Clothes Dryers 1 State Building Code Fee- 4.50 #of Clothes Washers 1 Sewer Inspection Fee 50.00 #of Dishwashers 1 Total Calculated: 1,993.81 #of Gas Piping 1 Deposits/Receipts: Q00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 1,993.81 #of Hose Bibbs 1 #of Kitchen Sinks • 1 #of Lavatories 2 #of Range Hoods 1 #of Ventilation Fans 2 • #of Water Closets 2 • ni by 0 rr1 w ,�, 1 ,�. I-4- i I rf' `- I If' 2 ; .- ry n] r_I r, a::.. r, I—I Iµ L .jam I I 0 I— C:. _i r-, (' 0 r CO Ca. i Ii - '•I?r i-I IA �-,r m a.. { '.: 2 ,1' Ij1 ,-,. LI -,_, -r �n : I ID M -i"S r' 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 COMIENC D,r,I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL P1 OVIS,ONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OF NOT 'ITRE . GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEll'STA I l2 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Iu" '`'" 'q :.;' i'.:1 �. ci.. .I til "a� i, � 1{ •.tr1 I'.4 ,r �I� r_� r— � ,_ • I 1, 1 {�. ffl -] .1� N. SIGNA URE OW ER OR AUTHORIZED AGENT ISSUED BY �i Fyrrce, Groc From: Bill Mendum <maggiministorage@hotmail.com> Sent: Wednesday, January 06, 2016 10:58 AM To: Fyrrce, Groc Subject: Fwd: 1207 Here's the info I promised Sent from my iPhone Begin forwarded message: From: Kelly Bailey<kelly.handysheating@gmail.com> Date: January 4, 2016, 10:45:34 AM PST To: maggi.ministorage(a�hotmail.com Subject: 1207 Hi Bill, Here is the building blower and duct blower test for 1207 14th street. Thanks, Kelly G. Bailey VP/Sales Handy's Heating Inc. 17737 State Route 536 Mount Vernon, WA 98273 E-Mail: kelly.handysheating.gmail.com or kellybna handysheating.com Shop #360-428-0969 Cell #360-661-2267 1 4? 4, •; I 11 Pali;L7-; 7 LozkyRet lief*simutz : 01•4[1.111)7, , - - ••10. I . _ TriFT2C. 7,5". •dr.d144117.V.illi 1.4 1.1.2.21:tz BO F4.513111 - inr•WZ(4 CP1570 Lel'Run. ekirFrr, :.71%.014Fir.i4 Aria 4eranr? 1:dawitilArAtirciot . . , -••••, -'" - la I ii; :•• : ' of.p ',..)e,s.4 1E1,1111 Ti1 tIip.i i"doWY " II• 47,7::7 %-g • 71.7,41,117.,,,77 •Err& ••• .27. ' . •I . .• '• • • '.1•=,• ,-•=1 - • •-•-• • . . - •• 74774 k-ree " !' ,t-E • ' • • •• ! ,141tivoi ' • • • ,. • ••• 7: : •••:{ •• "I .II .• - •• •1`). I 411', , • Th.1E2•01E,L . 7.2P.5,1.:' • , 3 INSTALLED INSULATION CERTIFICATE AlltNERAL PLUS Insulation, LLC Tprviding Energy Efriern v And Grew Cnn fort For Yinrr Horne 10614 COLLINS ROAD OFFICE (360) 630-6341 SEDRO-WOOLLEY,WA 98281 GM (360)708-3479 We certify that the following residence has been insulated with the following materials: Flat Ceiling R- 49 Sloped Ceiling • R - 38 Exterior Walls R - 23 (SEES) Floors R—30 Address: 120714ih Street,Anacortes, WA 98221 Certify by '! rfr '-` Lot#: Date Installed: July I7'i', 2015 Title General Manager Anacortes Planning& Community Development Dept. Permit Center m P.O. Box 547,Anacortes,WA 98221-0547 PH(360) 293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 March 17, 2015 Bill Mendum PO Box 1656 Anacortes, WA 98221 RE: Plan Review notes for the proposed 5 units at 1203-1211 14th St. Please address the following items so I can complete the plan review. Llt(1. Show overall lot dimensions on the site plan. e)11--2. Indicate the required side setbacks on the site plan. The East side setback can be 5 feet, but the west must be 51/2 feet due to the height of the 2-story building(5 feet for every 5 feet of building height. Zoning code Section 17.28.060, B. i ( 6' 3. What type furnace is planned for 1205 14th7 If gas,must have combustion air from - outside Please contact me if you have any questions about these notes, Sincerely, Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 i • . • • ' _ yrt - • tT Pubnlc orks= - _ _= _ - -Engineernng and Devekapment Servrees . Residential Inspection •- - . ' • •Andress: 2,Cs tl 4` 5 i Date: 9 - z•B - 1 5 . . ' - ' Owner: . ' i k(t %. t,n w� . .' .. Contractor \1.t vvwc �vJ ib u,tM - . _ - . Inspected by A UA ' t-va 1 i"AD . , - ' - 1: Water Meter Box'. • D3Set firm and level to finished grade or backside of sidewalk elevation_ • - Ler_id and box undamaged_ - . • Water meter and c_ stomer shutoff installed. _ . - : - o debris: - - - . • • [ Accessib1e-no landscape obstructlore_ • _ D Driveway installation has drive-over box and lid_ . ' - • • 'Customer gate.valve intact_ . ' - . • [-No leaks at connections. - - ' . . . ' : Curb and • 2. - - • cracks, damage, graffiti, footprints, finishirtg,blemishes, or other objectionable • • I'`r marks_ • • - • if road frontage improvements:. . • . [] 'Expansion joints every 'l 5feet and at driveways_ - D-oncrete has.broom finish.. . o low spot at curb line, especially at driveway cut_ Maximum grade change in - `--' 20 feet is l inch. . - • • - . 3. Sidewalk • ' o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable • . marks_ . . . ' ' D ADA compliant-1 percent slope to curb.. . • -_ If road frontage improvements: - •• ,- • • ❑ .Expansion joints every.15,feet and at driveways_ - - ' • • - [] . Concrete has broom finish • - • • vs)lIk 4. Driveway Approaches t Lktiy.. r a - . . . D- No cracks, damage, graffiti, footprints,finishing blemishes, or other objectionable marks_ • - D ADA compliant_ - • .01 5• Streets ` ' - - D trio-cracks,.blemishes. - - - - - . _ if road or alley improvements:,.- . _ - . - • . • Q - Received proctor and sieve analysis of ballast, crushed rock, and asphalt_ 'Received passing materials testing reports for sub-grade,•ballast,crushed . - • ❑. rock,-and asphalt. - • Received.-tonnage tickets consistent with requited thickness-per approved.. . plans_ . 'tt._ Sanitary Sewer - - . [ l speetion card'signed off and/or verified in Building Department database.: - - - - •• [(As-built record filed in the address file_ - - [Screw cap(s).installed on clean--out(s),_ . ' •• . . . - - - El -outs)set at finished grade.. .• . . • T Storm Drainage : . • - I i- inspe_ction-card signed off andldr verified in Building Department database. - R�As-built-built in address file. . Not blacked or.diverted to adacent parcel_ 01 IA S. Public.Utilities Out of Traveled Way - • L , Concrete collars around-City-Utilities.tilities_ • - , - , Q Final grading olc . • • : - . 0 Restored to prior,condition or better:- - • 9. L_andscapei. �` - • _ , El' Bonded for completion at later date. - Verified against approved landscape plan: - - . ❑ • Installation_ [3 Type and quantity of plants_ • : - . • [3 Sod or seed in place. - - • • . • - - f3: Root barrier(receipt filed). • . • • • ID.Erosion Control Measures . ' • Ps rerrioved. • . . - - _ • - . -All debris removed. Site dean. - - . - . ermanent vegetation established_ - , . . Y 6-: Cityof Anacortes invoice/Permit#: BLD-2015-0258 904 6th Street Applied date: 06/02/2015 P.O.Box 547 Issue date: Lit.-1� ' Anacortes, WA 98221-0547 r Expire date: 12106/2016 • (360) 293-1901 Job Address: 1207 14TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: P55450 Remarks: Install fire sprinkler system into a new single family residence Owner: MENDLIM WILLIAM J Contractor: X-FIRE Address: PO BOX 1656 Address: 1511 KENTUCKY ST ANACORTES WA 98221-6656 BELLINGHAM WA 98229-4718 Phone: Phone: (360) 715-8088 License#: XFIRE**961PN General Information: Fees: Building Valuation 2514 Building Permit Fee 83.25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0,00 Total Due: 141,86 1:I ;I in :r it 0, LI iL 1 I`� I f1i 1-1 ri I-F'I !- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 IYAYSk, •IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCEpr: I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL BROVESIQI S OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Oa NOT,.'1371E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER.STATE kiR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. lU C1 ,e1� 4 CD �1 SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY • - -' lA IMF- ., AeURTE$ -I-- •, i I.,L.P. PPROVED PLANS i .L PAT No.Szp- 2 n. __--0 .2-- - ,....47-.„.J.5 do Optiness, CZ i4 Lei:i" - - .1 - Am APSE ti l , ' ._. , ! FED_ IN PELT ON. OVERSi 1 AnLAT ,N or Cot* ts Nu INCLUDE, - Fire Sprinkler System Calculations X-Fire Security 1511 Kentucky St, Bellingham, WA 98229 Job No: L-2575 Job Name: 1207 14Tth Street Residence 1 Building Type Single Family Residence Location: 1207 14th St,Anacortes WA System Type: NFPA 13D 2010 P so WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Rodney L. Durham 8511-0705-A Level 1 X-Fire ) ))6— X _E9fi 6 / _ Exe5 a ..,F9 atur date Designed by X-Fire Security- 1511 Kentucky St, Bellingham, WA 98229 - 360.715.8088 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 2 of 5 Final Calculations -Summary Saturday, May 30, 2015 Hydraulic Design Information Sheet Job Name 1207 14Tth Street Residence Opened Date 5/30/2015 Location 1207 14th St,Anacortes WA Job No L-2575 Building Type Single Family Residence Ceiling Height (ft) 9 Calculated By Rod Durham Construction Combustible Occupancy Residential System Design Type of Calculation NFPA 13D 2010 Listed Flow at Start Point (gpm) 13.000 System Type Wet Listed Pressure at Start Point (ps 9.100 Sprinkler Make Reliable Maximum Listed Spacing (ft) 16 Sprinkler Model RFC43 Domestic Flow(gpm) 0.000 Sprinkler Size (in) 0.50 Elevation at Highest Outlet (ft) 109 Sprinkler K-Factor 4.3 Temp. Rating (°F) 165 Coverage Area (ft2) 256 Listed Flow(gpm) 13.000 Calculation Summary Flowing Sprinkler Heads H.7 H.8 Flow Required (gpm) 26.000 Pressure Required (psi) 33.250 At Reference Point METER Overhead C-Factor Used 150 Underground C-Factor Used 150 Water Supply Water Flow Test: Static Pressur 60.000 Residual Pres 52.500 Flow(gpm) 30.000 Elevation (ft) 97 Manifold &Water Flow Switch Additional Pressure Loss (psi) 4.60 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 3 of 5 Final Calculations -Water Supply Curve Saturday, May 30, 2015 100 90 80 70 d 60 Cat 2 50 - 3 co) 92 3- 40 30 20 10 0 10 202530 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Flow(N A 1,85)GPM 111-S Demand Curve Required Pressure: 33.250 psi @ 26.000 gpm Required Flow: 26.000 gpm 0 o Supply Curve Static Pressure: 60.000 psi @ 0.000 gpm Residual Pressure: 52.500 psi @ 30.000 gpm r......e ftarkrq �� mwe, w���......� Available Flow: 30.000 gpm mxa.�s 'rc�2d �'�r� FRTIFBCATE OF CO?.'"h6:7'EI.CY FIRE PROTECTION sratN1W:LER SYSTEMS X • Pressure Cushion Rodney L. Durham Available Pressure: 54.244 psi @ 26.000 gpm 8511 0705 A Level 1 Pressure Cushion: 20.995 psi X-Fire XFIRE'* 61 P //Ala- Explros:'Signature Date �1�21331119 5 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 4 of 5 Final Calculations -Nodes Saturday, May 30, 2015 Actual Actual Elevation Pressure Flow Node No. (ft) (psi) (gpm) Model-Coverage(DxW)-Temperature S.0 102.0 24.644 0.000 SOURCE H.1 109.0 20.665 0.000 RFC43-1212-165 D.T.1 109.0 13.688 0.000 Rehau PEX 0.75in Dom Tee H.2 109.0 20.355 0.000 RFC43-1212-165 H.3 109.0 17.866 0.000 RFC43-1616-165 H.4 109.0 15.926 0.000 RFC43-1616-165 H.5 109.0 14.256 0.000 RFC43-1212-165 H.6 109.0 19.806 0.000 RFC43-1212-165 H.7 109.0 9.100 13.000 RFC43-1616-165 H.8 109.0 9.970 13.000 RFC43-1616-165 FT.7 109.0 12.601 0.000 Rehau PEX 0.75in Sprinkler Tee FT.8 109.0 13.470 0.000 Rehau PEX 0.75in Sprinkler Tee L-2575 1207 14Tth Street Residence-Two Head Calculation - (H.7 H.8) Page 5 of 5 Final Calculations -Pipes Saturday, May 30, 2015 Pipe# Hyd. Qa Dia. Fitting Pipe Pt Notes Ref. C-Factor Fittings Pe Point Qt Pf1UL +PrLoss. Total Pf p0 FT.8 -5.106 0.681 14.403 12.601 to 150 2R 1.000 0.000 Vel =4.5 FT.7 5.106 0.0565 0.00 15.403 0.870 sup° METE 0.000 1.380 50.000 24,644 to 150 MNF 0.000 2.166 Vel = 5.6 , S.0 26.000 0.0368 4.60 50.000 1.840 p1 FT.7 7.894 0.681 7.602 13.688 to 150 2R 1.000 0.000 Vel = -7.0 D.T.1 -7.894 0.1265 0.00 8.602 1.088 p2 D.T.1 0.000 0.681 3.489 14.256 to 150 1 R1 H 1.000 0.000 Vel = -7.0 H.5 -7.894 0.1265 0.00 4.489 0.568 p3 H.5 0.000 0.681 12.203 15.926 to 150 2H 1.000 0.000 Vel= -7.0 H.4 -7.894 0.1265 0.00 13.203 1.670 p4 H.4 0.000 0.681 14.343 17.866 to 150 2H 1.000 0.000 Vel=-7.0 H.3 -7.894 0.1265 0.00 15.343 1.940 _ p6 H.3 0.000 0.681 14.337 19.806 to 150 2H 1.000 0.000 Vel = -7.0 H.6 -7.894 0.1265 0.00 15.337 1.940 _ p5 H.6 0.000 0.681 5.798 20.665 to 150 2H 1.000 0.000 Vel = -7.0 H.1 -7.894 0.1265 0.00 6.798 0.860 p9 H.1 0.000 0.681 6.990 24.644 . to 150 1H 0.500 3.032 Vel = -7.0 S.0 -7.894 0,1265 0.00 7.490 0.947 _ p7 S.0 -7.894 0.681 1.640 20.355 to 150 1H 0.500 3.032 Vel = 16.0 H.2 18.106 0.5874 0.00 2.140 1.257 p8 H.2 0.000 0.681 10.722 13.470 to 150 1 H 1 R 1.000 0.000 Vel = 16.0 FT.8 18.106 0.5874 0.00 11.722 6.885 hp7 H.7 0.000 0.681 0.000 12.601 to 150 1 H 1 B 11.000 0.000 Vel= 11.5 FT.7 13.000 0.3182 0.00 11.000 0.000 hp8 H.8 0.000 0.681 0.000 13.470 • to 150 1 H 1 B 11.000 0.000 Vel = 11.5 FT.8 13.000 0.3182 0.00 11.000 0.000 I } Fire Sprinkler/Alarm Permit Application L- . 7 City of Anacortes Building Departa ent 1 904 6th Street Anacertes, Washington Phone: (3&&) 2911901 Fax: (360) 293-1938 IF ,A,,44 t ilk 11 i',..L.A.,.il .,t,A ginu- iiAk. LL, 1-..„..ji.„),,,..__,-..t it„,:_,,,,:_„.„..„ r T . 17, 1. D 141.141 °ye,e. i w ;. - Fh Site Address: � =�I �.11 pa��.,i No.: Lot: Block: Addition; Owner Owners Name: &IVA ACV V r Pnone No. 6 . - �{4 Address. FO. . 0A 16 State: W -rii 8 ' Tenant i Fi F. - :f crib s f� rr,e Phone No.: Contractor Information q . Contractor 1� 1 U( i l Phone { c; r u yi MaFWWngg Address: 1 \ 1 'k t State:\f1, Zip: � _.__ State Spunkier Certificate.Level and License No : Vk -1. 4 Fxp LtCty : ¢ � ��6 General Information1.1 'a , Piease Check: Fire A«rr __i Fue Sprinkler X. {3 Modify Existing System Install New System Underground round Fire Line Ell r� Value of Project (labor and materials) — $_,..)_ �l . 0 �_, r._ d. Required Submittals Three(3): Scaled construction drawings showing the following elements along with their dimensions it ~, Floor plan indicating the location of devices and appliance, end of the line devices, i r' conduit wire runs, conduit size and number and size of devices, The zone indication [ i shall be placed adjacent to the appropriate end of the line device., 1� 2. interior, exterior and underground fire alarm/sprinkler components l� 3. Transition from exterior to interior, :il • 4. Manual fire alarms and strobes (including installation height) 5. Fire alarm control panel location, riser locations and control valves 6. Door hold-open device c 7. Heat and smoke detectors (identify type) duct detectors , 8, System Calculations and manufacturers information on system components 1" ig 9. Fire Sprinkler tamper i 1�i. Water flow aandtcontrol ��a;ves r 1;. 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X,, u",r.,P>��r;512 ---xA-:15>i,2'- I'(COPY P100%) I of 18 5 LXl5i 1NG I, 5I PLAN 0. 1207& 1209-�LVATI0NS 1.0f P A 50.FT.- 8998,2 22",.."A"I'A"er'slze---5C t 15"/IA" I'( Y @ 2a0•-) ACI2 2 M0 2, NOPTN PPOPEPTY ELEVATION 3L11L171NG AAA 5Q,FT.- 9269:1 . 1203-ELEVATION&rLOOP PLAN 1. 1207&1209-WAN&LIPPEP rLOOP PANS SITS PLAN q. 1203 POUN17RT10N&ROOr PLANS Z 1207& 1209 r011Nl7ATION PLAN PCTCCN1 or A2CA COVE C= /17% PF Fp�Fb 5. I205 -� c71ONAL&f 2HCE WALL LINE PLAN 5. 120r&1209-LP19 P 9-00P F MING PLAN&WOr PLf�1 1203, 1205, 1207, 1209, 121I ` 9. 1207&1209-SECTIONAL PETAL lg11-I 5inf FF51V NCr5 6. 1205-ELEVATION 5, 1207&1209-MAIN&LIPPLP fL005 TEE WALL LINE PLAN 5FFINKl,F1? & FI1:FWA1hp 7 1205-PLOOP PLAID 6. 1211 -ELLVA110N&fLO0P PLAN CALM rOVE�IFYA!L DIMENSIONS PAI?CL#', 1955295 8. 1205 -FOIMATION&POOP PLAN5 7, 1211 -POLUN12AT1ON&POOP PLANS CONS IJ ION ro COMPL.Y MITI P-L Qr 1705-U -V1n1`IAI 9 r,jUAr9'WA?I 1 11,9 PI All A 1`711 .CCfnnA'Al , IZU,,t/IAVA!I 1 IP IC IV! 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J'e.-° Y'% ti r ii4 le.tia&Al, rj "0-1* VI k )\ Ifie- Car-t.tred ( b". ,� ' e'er 6.`r- .r%L."k' } MOST HYDRAULICALLY REMOTE HEAD HEAD I GPM PRESSURE REQ'D AT STREET , ' I FAD 1 H.7, H. GP!f 26 PST 60 IlilII HD SYMBOL MODEL # K FACTOR MAX SPACING ' 1119os MIN ,. _ , ti'2,' RFC43-12 SIN-RFC43-RA0612 4.3 12X12 - , i� r'.1° L ® RFC43-14 SIN-RFC43-RA0612 4,3 14X14 �AA 'rZ RFC43-16 SIN-RFC43-RA0612 4,3 16X16 f•..PI ear 1/1'ft,T..wi I2diffaing ® RFC43-18 SIN-RFC43-RA0612 4.3 18X18 ® RFC43-20 SIN-RFC43-RA0612 4.3 20X20 Nominal Temp 'IS" Sprinkler Max Minimum Required Sprinkler Discharge Model Orifice Size Rating Factor Spacing Distance Single Sprinkler Two or More Sprinklers (in) CO (ft.) To Waft Flow Pressure Flow Ea. Pressure Ea. (ft.) (Pm) (Psi) (94r1) (Psl) 12 x 12 6 12 7.8 12 7.8 14 x 14 7 13 9.1 13 9.1 SIN RFC43 1/2" 165 4.3 16 x 16 8 13 9.1 13 9.1 18 x 18 9 18 17.5 18 17.5 20 x 20 10 21 23.8 21 23.8 NUMBER OF SPRINKLER HEADS: 08 WATER SUPPLY It Requlree insulation be moved up above the sprinkler pipe to allow heat from the conditioned SUPPLY 314" METER space below to transfer trio the attic space and keep the pipe STATIC PRESSURE 60.000 warm RESIDUAL PRESSURE 52.500 �� AVAILABLE FLOW(GPM) 30.000 TOTAL PRESSURE REQUIRED 33.250 „`IA, AP TOTAL REQUIRED FLOW (GPM) 26.000 TRAPPED AIR SPACE - - - - - - - - - SAFETY MARGIN (PSI) 20.995 BATTINSULATIONTENTED OVER PIPING / 461 4e SAFETY MARGIN (GPM) 4.000 TENTING / - 26' 20' III 5 I ICJ' #' ! • I�2I 'I ''9I!! 6XCI {Pii 'l1 JI 7ryi�Jll �I^!O'! II <4° l ro5ti j` .7 4' -; -ICJ- , a I( J .. • •-f, d}I i III I N ■Jriii. rt ■iLii AMP x � C� �I L ( 2) x ,5H - - -- ■ 1 I -'1 Il !1i II -- - _ _ I - I COVf I ----1 ' • 1 - �'DItC f �o. + ! i 2x4co16'1G15, WA-1. 13 � 1 - r r G /� C IN WALL - 'DP �.u� __y 1 I i, KITCHEN DINING i LIVING I �I I-Q I '--- I. • a r 1, 9'CEILING 4'CEILING 9'CEILING �} 1(I� I ; - IkILJ YWALL, I it: E_-, 1 �o II -�� I / �1I ,, * ! W_8# --rH.7 I.. IE aI rt RFC43-16 I I FC4 -1S` # 1 fTA MANIFOLD EXAMPLE I ' ' 6 ; I! -- II!.?'�f fl[I. 11GIi=rr /y I �`�. -y� v -- �i 1 ' 11 -L i t }I -2" �s IW 1 ' �y `1J I _ iJ r� /^� S , _L 5 li I ::,_ _..,:r.-1 /y~! 2211 �QII I �I '{0. F•�, C r - s411 I M II 11 - lPF ' 3H , - � f- I ift ILA 1 N 0 : ;f ILF' I:;Ir J - -- -- 2)1 P I6" CMS: VAL. %_: =I li . • III om N _ , o a,w* A �5 4 WI 1 ` D � ' i � PANTRY 1 { ` I - RFC ,1-1 is RFC43-12 I I I 1t1 Z Z Z O _ ___ = 9 x_ U41 IH,6 I I J I•I 6 R II _ I . POWDER :Zr./..11a ; ICLOSET BATH f . W O W I- W ` _ I;I__'� _ ! ELEVATIONS-CROSS SECTION OF HOME III 7 I- �r I I • 1ff`-p�-�ll I 'II �\ ( `' ' _ _ 0 © �" 8 Jig)1_iI t _ !"� � I �-lcv __J I.f I I II , --� if I 10I _2" Ti-N6 ! l _ mom / I 241 wW O QOI I / IE !I _ Ilig ii -.I t.A WI [./.1.1 I- tli U. I I FC43-16 6:1 I N H W Z II I ,3 RFC �13- 1 II I II Is t r �� �1 ,. 4. II■ W E �_ O i . HA 201 ' 1b G1 5, WAGl, [ F-A1INM 1A- L �, ii ii W ti e4 . . - V e I I II cEMIL (n r Q m 0 OFFICE BEDROOM it s'CE+LING 9'C 1LINS I ;I ci ® n . - - I 109 FT a u x y ■ a o ® m ■ a ® a o ■ o m a n m o ■ ® ■ x ■ 6 9Lil ce 1 I I r- i T - __ _ _ _ ____�_ I RUEl �.,. UR], ;; CieW W I I in, __F -_- II I ! ; ! ;_ ~ ==__________7 a o ■ ® . ■ ■ . v o a . . ■ a 6 m ■ o ■ ■ . . . . - - \ GARAGE MAIN FLOOR S.0 - 102FT - +�- L Cle CIO A WP 4 x XO PW 100 FT '" MAIN FLOOR PLAN 0liJ = ae r Cl)0W r1er ILI zm �' M .1 0 4 X � 18 Q Z ico 0 o ,z .. �- NZEtin 0 ,0 iol -a) V V"' ILI CI. 4e-. LpIC g > .- `O ,.� oQ � JW -io J W n .1 CO U.. 0 xx N is�■r ■a■:Im�,a�Rs r s co Q v nt nt r . . RESIDENTIAL PUMP - NFPA 13D 2010 HANGERS AND SUPPORT-CPVC FLAMEGUARD;'PIPE GENERAL NOTES CONTRACTORS INFO. OWNER STANDARD SYMBOL KEY HYDRAULIC CALCULATION :• M N. 6.2.1' PRIOR TO SYSTEM ACCEPTANCE,ASYSTEMUTILIZING 2. PUMP MOTORSUSINOACPOWERSHALLBECONNECTEDTO PIPE SIZE MAX SUPPORT SPACING 1.HORdONTALRUNSMUSTBEBRACEDSOTHATTHESTRESS 5.RISERSMUSTBESUPPORTEDBYPIPECLAMPS 1.THESE HYDRAULIC CALCULATIONS AND SYSTEMS - 1" FLAMEGUARD (CPVC) PIPE SPRINKLER HEAD WITH HEAD 1 - Y13) co' to A PUMP SHALL BE TESTED BY OPENING THE DRAINCTEST A 240V NORMAL CIRCUT. LOAD-WILL NOT BE PLACED ONA FITTING ORA,POINT. OR BY HANGERS LOCATED ON THE HORIZONTAL ARE DESIGNFDIN COMPLIANCE WITH NEPA13D WILLIAM MENDUM CONSTRUCTION WILLIAM MENDUM CONSTRUCTION ' NUMBER SPRINKLER TYPE In .= 0) et" CONNECTION. 3/4" 5-1/2 FT SUPPORT SPACING IS SHOWN IN THE FOLLOWING TABLE. CONNECTION CLOSE TO THE RISER.ONLY LISTED 2. ALL INTERIOR PIPING TO BE"REHAU"PIPE UNLESS 1.5"FLAMEGUARD(CPVC)PIPE - 3, ANY DISCONNECTING MEANS FOR THE PUMP SHALL BE - HANGERS AND CLAMPS CAN BE USED.VERTICAL OTHERWISE NOTED. BILL MENDUM BILL MENDUM NUMBER& COVERAGE r = N ! 6.2.1.1 THE PUMP SHALL SENSE THE FLOW,TURN ON,AND FLOW APPROVED. 2.WHEN A SPRINKLER HEAD ACITIVATES,A SIGNIFICANT LINES MUST BE SUPPORTED AT INTERVALS TO 3. MINIMUM SPACING BETWEEN SPRINKLERS IS 8'0" MI DOMESTIC PIPING R.30.A RISER NUMBER FT FLOWING TEE a1 CO co00 1' 6 FT REACTIVE FORCE CAN BE EXERTED ON THE PIPE.WITH AVOID PLACING EXCESSIVE LOAD ON A FITTING PER NFPA 13g REFER TO SPACING CHARTS FOR r WATER FOR THE REQUIRED DURATION 6,1.2 OR 61.3 _ PO BOX 1656 PO BOX 1656 - A PEIIDET HEAD,THIS REACTIVE FORCE CAN CAUSE THE AT THE LOWER END.THIS CAN BE DONE BY USING MAXIMUM SPACING BETWEEN SPRINKLERS AND 3I4" REHAU PEX PIPE T.30 TEE 1 B 1 BRANCH OF A TEE WITHOUT INTERRUPTION. 4 T METHOD FOR REFILLING THE TANK SHALL BE P{PEP PIPE TO LIFT VERTICALLY IF IT IS NOT SECURED PROPERLY. RISER CLAMPS OR DOU8LE-BOLT PIPE CLAMPS FROM WALLS. ANACORTES, WA 98221 ANACORTES, WA 98221 �_illMik' 70 THE TANK 1-1�4" 6-1/2 FT ESPECIALLY 1F THE SPRINKLER DROP IS FROM SMALL LISTED FOR THIS SERVICE. 4, THE ROUTIN4 OF THE TUBING SHOWN ON THIS 1411) 62.2 FOR WHER AESPRI PUMP NLERSYD TANK TEMBUTISNOTAPORTIOS THE SOURCE OF SEJPPLY "'"�- DRAWING ISiNTENDEDTOBESCHEMATIC, THIS 1"REHAl1 PEX PIPE �+�p p P-1 PIPE NUMBER 1R 1 RUN OF A TEE " DIAMETER PIPE.THE PIPE MUST BE T HANGER,AGAINST THE A Ho RN J I f oBE FOR H FIRE ESTIC A ERS SYSTEM, BUT IS NOT L PORTION 5, S METHOD R VEEING THE WATER ENG ON THE TANK 1-1 I2 7 FT X VERTICAL LIFT-UP WITH THE CLOSEST HANGER, V i I f1 .+G� OF THE DOMESTIC WATER SYSTEM,THE FOLLOWING SHALL BE PROVIDED WITHOUT HAVING TO OPEN THE 6.THE RISER SHALL BE SUPPORTED VERTICALLY DRAWING SHOWS SUGGESTED ROUTING ONLY, "-'-- SHALL BEMET: TANK WITHIN EJOIST FEET OF THE CEILING ORBOTTOM ALTERNATE ROUTING MAY BE USED,SO LONG AS PHONE (360)-661-6396 PHONE (360)-661-6396 L,1 90 DEGREE ELBOW PT PSI TOTAL 1H 1 SPRINKLER HEAD N . A W 2' 8 FT 3.ALL INTERIOR PIPING TO BE 1.5"SPEARS CPVC. OF THE JOIST. THE SPRINKLERS ARE CONNECTED IN THE 1.A TEST CONNECTION SHALL SE PROVIDED DOWNSTREAM 6. THE PUMP SHALL NOT BE PERMITTED TO SIT DIRECTLY SCHEDULE 80 FITTINGS AND PIPE ARRANGEMENT SHOWN. EMAIL maggimmnistorage©llL, otmail.00m EMAIL magg im in istora•e • hotmalI.com - I OF ' 7.MAINTAINVERTICALPIPINGINASTRAIGHT 5. ALL PIPING TO DE SUPPORTED ACCORDING TO D.T DOMESTIC TEE PF PIPE FRICTION 1L 90 DEGREE ELBOW I1X TO THE PUMPL THAT CREATES IN FLOW OF WATER EQUAL ON THE FLOOR, 2-112' 9 FT ALIGNMENT WITH SUPPORTS Al EACH FLOOR TO THE SMALLEST SPRINKLER THE SYSTEM.THE 4.SPRINKLER RISER DIAMETER TO BE 1.5" NFPA 130 AND MANUFACTURER'S RECOMMENDATIONS, .11111 CONNECTION SHALL RETURN WATER TO THE TANK 3" 10 FT LEVEL,OR AT 10 FEET INTERVALS. 6, THE PIPING ARRANGEMENT AND HYDRAULIC T.30 • NODE (TEE) NUMBER PE PSI ELEVATION MNF MANIFOLD rr CALCULATICI;ggRE PROPRIETARY PROPERTY RISER FLOOR CONNECTER �- W OF XFIRE ANr,XFIRE RESERVES THE EXCLUSIVE RIGHTS P11 PIPE NUMBER AND RISER NUMBER QA GPM L.2 90 DEGREE ELBOW Alli TO THEM. UNAUTHORIZED REPRODUCTION OR USE IS I liti FORBIDDEN. QT GPM QUANITY D.T DOMESTIC TEE i i I 081 wr, elAlgaircti CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1207 14th Street Owner: Bill Mendum Constructed by: William Mendum Building Permit #: BLD-2015-0093 Date issued: March 19, 2015 Use Zone: R-4 Dated: February 22, 2016 Authorizing OfFicia . ' • O "I City of Anacortes 1InvoicelPermit#: BLD-2015-0093 G,-- T` 904 6th Street f Applied date: 02/27/2015 P.O.Box 547 Issue date: 03/19/2015 01 Anacortes, WA 98221-0547 � � (360) 293-1901 Expire date: 09I1412016 r" Job Address: 1207 14TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: • APN: P55450 Remarks: New single family residence on a 5 dwelling unit lot. Owner: 'BILL MENDUM Contractor: WILLIAM MENDUM Address: PO BOX 1656 Address: PO BOX 1656 ANACORTES WA 98221-6656 ANACORTES WA 98221-6656 Phone: (360) 293-6396 Phone: (360) 661-6391 License#: WILLIM*901Q4 General Information: Fees: 1st Floor Square Footage 832 Plan Review Deposit 200.00 Garage Square Footage 460 Building Permit Fee 1,066.55 Building'Valuation . 112390 Plan Review Fee 493.26 # Forced Air Furnace<=1,000 1 Mechanical Permit Fees 89.50 #of Bathtubs 1 Plumbing-Permit Fee 90.00 #of Clothes Dryers 1 State Building Code Fee- 4.50 #of Clothes Washers 1 Sewer Inspection Fee 50.00 #of Dishwashers 1 Total Calculated: 1,993.81 #of Gas Piping 1 Deposits/Receipts: Q00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 1,993.81 #of Hose Bibbs 1 #of Kitchen Sinks • 1 #of Lavatories 2 #of Range Hoods 1 #of Ventilation Fans 2 • #of Water Closets 2 • ni by 0 rr1 w ,�, 1 ,�. I-4- i I rf' `- I If' 2 ; .- ry n] r_I r, a::.. r, I—I Iµ L .jam I I 0 I— C:. _i r-, (' 0 r CO Ca. i Ii - '•I?r i-I IA �-,r m a.. { '.: 2 ,1' Ij1 ,-,. LI -,_, -r �n : I ID M -i"S r' 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 COMIENC D,r,I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL P1 OVIS,ONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OF NOT 'ITRE . GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEll'STA I l2 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Iu" '`'" 'q :.;' i'.:1 �. ci.. .I til "a� i, � 1{ •.tr1 I'.4 ,r �I� r_� r— � ,_ • I 1, 1 {�. ffl -] .1� N. SIGNA URE OW ER OR AUTHORIZED AGENT ISSUED BY �i Fyrrce, Groc From: Bill Mendum <maggiministorage@hotmail.com> Sent: Wednesday, January 06, 2016 10:58 AM To: Fyrrce, Groc Subject: Fwd: 1207 Here's the info I promised Sent from my iPhone Begin forwarded message: From: Kelly Bailey<kelly.handysheating@gmail.com> Date: January 4, 2016, 10:45:34 AM PST To: maggi.ministorage(a�hotmail.com Subject: 1207 Hi Bill, Here is the building blower and duct blower test for 1207 14th street. Thanks, Kelly G. Bailey VP/Sales Handy's Heating Inc. 17737 State Route 536 Mount Vernon, WA 98273 E-Mail: kelly.handysheating.gmail.com or kellybna handysheating.com Shop #360-428-0969 Cell #360-661-2267 1 4? 4, •; I 11 Pali;L7-; 7 LozkyRet lief*simutz : 01•4[1.111)7, , - - ••10. I . _ TriFT2C. 7,5". •dr.d144117.V.illi 1.4 1.1.2.21:tz BO F4.513111 - inr•WZ(4 CP1570 Lel'Run. ekirFrr, :.71%.014Fir.i4 Aria 4eranr? 1:dawitilArAtirciot . . , -••••, -'" - la I ii; :•• : ' of.p ',..)e,s.4 1E1,1111 Ti1 tIip.i i"doWY " II• 47,7::7 %-g • 71.7,41,117.,,,77 •Err& ••• .27. ' . •I . .• '• • • '.1•=,• ,-•=1 - • •-•-• • . . - •• 74774 k-ree " !' ,t-E • ' • • •• ! ,141tivoi ' • • • ,. • ••• 7: : •••:{ •• "I .II .• - •• •1`). I 411', , • Th.1E2•01E,L . 7.2P.5,1.:' • , 3 INSTALLED INSULATION CERTIFICATE AlltNERAL PLUS Insulation, LLC Tprviding Energy Efriern v And Grew Cnn fort For Yinrr Horne 10614 COLLINS ROAD OFFICE (360) 630-6341 SEDRO-WOOLLEY,WA 98281 GM (360)708-3479 We certify that the following residence has been insulated with the following materials: Flat Ceiling R- 49 Sloped Ceiling • R - 38 Exterior Walls R - 23 (SEES) Floors R—30 Address: 120714ih Street,Anacortes, WA 98221 Certify by '! rfr '-` Lot#: Date Installed: July I7'i', 2015 Title General Manager Anacortes Planning& Community Development Dept. Permit Center m P.O. Box 547,Anacortes,WA 98221-0547 PH(360) 293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 March 17, 2015 Bill Mendum PO Box 1656 Anacortes, WA 98221 RE: Plan Review notes for the proposed 5 units at 1203-1211 14th St. Please address the following items so I can complete the plan review. Llt(1. Show overall lot dimensions on the site plan. e)11--2. Indicate the required side setbacks on the site plan. The East side setback can be 5 feet, but the west must be 51/2 feet due to the height of the 2-story building(5 feet for every 5 feet of building height. Zoning code Section 17.28.060, B. i ( 6' 3. What type furnace is planned for 1205 14th7 If gas,must have combustion air from - outside Please contact me if you have any questions about these notes, Sincerely, Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 i • . • • ' _ yrt - • tT Pubnlc orks= - _ _= _ - -Engineernng and Devekapment Servrees . Residential Inspection •- - . ' • •Andress: 2,Cs tl 4` 5 i Date: 9 - z•B - 1 5 . . ' - ' Owner: . ' i k(t %. t,n w� . .' .. Contractor \1.t vvwc �vJ ib u,tM - . _ - . Inspected by A UA ' t-va 1 i"AD . , - ' - 1: Water Meter Box'. • D3Set firm and level to finished grade or backside of sidewalk elevation_ • - Ler_id and box undamaged_ - . • Water meter and c_ stomer shutoff installed. _ . - : - o debris: - - - . • • [ Accessib1e-no landscape obstructlore_ • _ D Driveway installation has drive-over box and lid_ . ' - • • 'Customer gate.valve intact_ . ' - . • [-No leaks at connections. - - ' . . . ' : Curb and • 2. - - • cracks, damage, graffiti, footprints, finishirtg,blemishes, or other objectionable • • I'`r marks_ • • - • if road frontage improvements:. . • . [] 'Expansion joints every 'l 5feet and at driveways_ - D-oncrete has.broom finish.. . o low spot at curb line, especially at driveway cut_ Maximum grade change in - `--' 20 feet is l inch. . - • • - . 3. Sidewalk • ' o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable • . marks_ . . . ' ' D ADA compliant-1 percent slope to curb.. . • -_ If road frontage improvements: - •• ,- • • ❑ .Expansion joints every.15,feet and at driveways_ - - ' • • - [] . Concrete has broom finish • - • • vs)lIk 4. Driveway Approaches t Lktiy.. r a - . . . D- No cracks, damage, graffiti, footprints,finishing blemishes, or other objectionable marks_ • - D ADA compliant_ - • .01 5• Streets ` ' - - D trio-cracks,.blemishes. - - - - - . _ if road or alley improvements:,.- . _ - . - • . • Q - Received proctor and sieve analysis of ballast, crushed rock, and asphalt_ 'Received passing materials testing reports for sub-grade,•ballast,crushed . - • ❑. rock,-and asphalt. - • Received.-tonnage tickets consistent with requited thickness-per approved.. . plans_ . 'tt._ Sanitary Sewer - - . [ l speetion card'signed off and/or verified in Building Department database.: - - - - •• [(As-built record filed in the address file_ - - [Screw cap(s).installed on clean--out(s),_ . ' •• . . . - - - El -outs)set at finished grade.. .• . . • T Storm Drainage : . • - I i- inspe_ction-card signed off andldr verified in Building Department database. - R�As-built-built in address file. . Not blacked or.diverted to adacent parcel_ 01 IA S. Public.Utilities Out of Traveled Way - • L , Concrete collars around-City-Utilities.tilities_ • - , - , Q Final grading olc . • • : - . 0 Restored to prior,condition or better:- - • 9. L_andscapei. �` - • _ , El' Bonded for completion at later date. - Verified against approved landscape plan: - - . ❑ • Installation_ [3 Type and quantity of plants_ • : - . • [3 Sod or seed in place. - - • • . • - - f3: Root barrier(receipt filed). • . • • • ID.Erosion Control Measures . ' • Ps rerrioved. • . . - - _ • - . -All debris removed. Site dean. - - . - . ermanent vegetation established_ - , . . Y 6-: Cityof Anacortes invoice/Permit#: BLD-2015-0258 904 6th Street Applied date: 06/02/2015 P.O.Box 547 Issue date: Lit.-1� ' Anacortes, WA 98221-0547 r Expire date: 12106/2016 • (360) 293-1901 Job Address: 1207 14TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: P55450 Remarks: Install fire sprinkler system into a new single family residence Owner: MENDLIM WILLIAM J Contractor: X-FIRE Address: PO BOX 1656 Address: 1511 KENTUCKY ST ANACORTES WA 98221-6656 BELLINGHAM WA 98229-4718 Phone: Phone: (360) 715-8088 License#: XFIRE**961PN General Information: Fees: Building Valuation 2514 Building Permit Fee 83.25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0,00 Total Due: 141,86 1:I ;I in :r it 0, LI iL 1 I`� I f1i 1-1 ri I-F'I !- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 IYAYSk, •IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCEpr: I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL BROVESIQI S OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Oa NOT,.'1371E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER.STATE kiR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. lU C1 ,e1� 4 CD �1 SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY • - -' lA IMF- ., AeURTE$ -I-- •, i I.,L.P. PPROVED PLANS i .L PAT No.Szp- 2 n. __--0 .2-- - ,....47-.„.J.5 do Optiness, CZ i4 Lei:i" - - .1 - Am APSE ti l , ' ._. , ! FED_ IN PELT ON. OVERSi 1 AnLAT ,N or Cot* ts Nu INCLUDE, - Fire Sprinkler System Calculations X-Fire Security 1511 Kentucky St, Bellingham, WA 98229 Job No: L-2575 Job Name: 1207 14Tth Street Residence 1 Building Type Single Family Residence Location: 1207 14th St,Anacortes WA System Type: NFPA 13D 2010 P so WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Rodney L. Durham 8511-0705-A Level 1 X-Fire ) ))6— X _E9fi 6 / _ Exe5 a ..,F9 atur date Designed by X-Fire Security- 1511 Kentucky St, Bellingham, WA 98229 - 360.715.8088 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 2 of 5 Final Calculations -Summary Saturday, May 30, 2015 Hydraulic Design Information Sheet Job Name 1207 14Tth Street Residence Opened Date 5/30/2015 Location 1207 14th St,Anacortes WA Job No L-2575 Building Type Single Family Residence Ceiling Height (ft) 9 Calculated By Rod Durham Construction Combustible Occupancy Residential System Design Type of Calculation NFPA 13D 2010 Listed Flow at Start Point (gpm) 13.000 System Type Wet Listed Pressure at Start Point (ps 9.100 Sprinkler Make Reliable Maximum Listed Spacing (ft) 16 Sprinkler Model RFC43 Domestic Flow(gpm) 0.000 Sprinkler Size (in) 0.50 Elevation at Highest Outlet (ft) 109 Sprinkler K-Factor 4.3 Temp. Rating (°F) 165 Coverage Area (ft2) 256 Listed Flow(gpm) 13.000 Calculation Summary Flowing Sprinkler Heads H.7 H.8 Flow Required (gpm) 26.000 Pressure Required (psi) 33.250 At Reference Point METER Overhead C-Factor Used 150 Underground C-Factor Used 150 Water Supply Water Flow Test: Static Pressur 60.000 Residual Pres 52.500 Flow(gpm) 30.000 Elevation (ft) 97 Manifold &Water Flow Switch Additional Pressure Loss (psi) 4.60 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 3 of 5 Final Calculations -Water Supply Curve Saturday, May 30, 2015 100 90 80 70 d 60 Cat 2 50 - 3 co) 92 3- 40 30 20 10 0 10 202530 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Flow(N A 1,85)GPM 111-S Demand Curve Required Pressure: 33.250 psi @ 26.000 gpm Required Flow: 26.000 gpm 0 o Supply Curve Static Pressure: 60.000 psi @ 0.000 gpm Residual Pressure: 52.500 psi @ 30.000 gpm r......e ftarkrq �� mwe, w���......� Available Flow: 30.000 gpm mxa.�s 'rc�2d �'�r� FRTIFBCATE OF CO?.'"h6:7'EI.CY FIRE PROTECTION sratN1W:LER SYSTEMS X • Pressure Cushion Rodney L. Durham Available Pressure: 54.244 psi @ 26.000 gpm 8511 0705 A Level 1 Pressure Cushion: 20.995 psi X-Fire XFIRE'* 61 P //Ala- Explros:'Signature Date �1�21331119 5 L-2575 1207 14Tth Street Residence -Two Head Calculation - (H.7 H.8) Page 4 of 5 Final Calculations -Nodes Saturday, May 30, 2015 Actual Actual Elevation Pressure Flow Node No. (ft) (psi) (gpm) Model-Coverage(DxW)-Temperature S.0 102.0 24.644 0.000 SOURCE H.1 109.0 20.665 0.000 RFC43-1212-165 D.T.1 109.0 13.688 0.000 Rehau PEX 0.75in Dom Tee H.2 109.0 20.355 0.000 RFC43-1212-165 H.3 109.0 17.866 0.000 RFC43-1616-165 H.4 109.0 15.926 0.000 RFC43-1616-165 H.5 109.0 14.256 0.000 RFC43-1212-165 H.6 109.0 19.806 0.000 RFC43-1212-165 H.7 109.0 9.100 13.000 RFC43-1616-165 H.8 109.0 9.970 13.000 RFC43-1616-165 FT.7 109.0 12.601 0.000 Rehau PEX 0.75in Sprinkler Tee FT.8 109.0 13.470 0.000 Rehau PEX 0.75in Sprinkler Tee L-2575 1207 14Tth Street Residence-Two Head Calculation - (H.7 H.8) Page 5 of 5 Final Calculations -Pipes Saturday, May 30, 2015 Pipe# Hyd. Qa Dia. Fitting Pipe Pt Notes Ref. C-Factor Fittings Pe Point Qt Pf1UL +PrLoss. Total Pf p0 FT.8 -5.106 0.681 14.403 12.601 to 150 2R 1.000 0.000 Vel =4.5 FT.7 5.106 0.0565 0.00 15.403 0.870 sup° METE 0.000 1.380 50.000 24,644 to 150 MNF 0.000 2.166 Vel = 5.6 , S.0 26.000 0.0368 4.60 50.000 1.840 p1 FT.7 7.894 0.681 7.602 13.688 to 150 2R 1.000 0.000 Vel = -7.0 D.T.1 -7.894 0.1265 0.00 8.602 1.088 p2 D.T.1 0.000 0.681 3.489 14.256 to 150 1 R1 H 1.000 0.000 Vel = -7.0 H.5 -7.894 0.1265 0.00 4.489 0.568 p3 H.5 0.000 0.681 12.203 15.926 to 150 2H 1.000 0.000 Vel= -7.0 H.4 -7.894 0.1265 0.00 13.203 1.670 p4 H.4 0.000 0.681 14.343 17.866 to 150 2H 1.000 0.000 Vel=-7.0 H.3 -7.894 0.1265 0.00 15.343 1.940 _ p6 H.3 0.000 0.681 14.337 19.806 to 150 2H 1.000 0.000 Vel = -7.0 H.6 -7.894 0.1265 0.00 15.337 1.940 _ p5 H.6 0.000 0.681 5.798 20.665 to 150 2H 1.000 0.000 Vel = -7.0 H.1 -7.894 0.1265 0.00 6.798 0.860 p9 H.1 0.000 0.681 6.990 24.644 . to 150 1H 0.500 3.032 Vel = -7.0 S.0 -7.894 0,1265 0.00 7.490 0.947 _ p7 S.0 -7.894 0.681 1.640 20.355 to 150 1H 0.500 3.032 Vel = 16.0 H.2 18.106 0.5874 0.00 2.140 1.257 p8 H.2 0.000 0.681 10.722 13.470 to 150 1 H 1 R 1.000 0.000 Vel = 16.0 FT.8 18.106 0.5874 0.00 11.722 6.885 hp7 H.7 0.000 0.681 0.000 12.601 to 150 1 H 1 B 11.000 0.000 Vel= 11.5 FT.7 13.000 0.3182 0.00 11.000 0.000 hp8 H.8 0.000 0.681 0.000 13.470 • to 150 1 H 1 B 11.000 0.000 Vel = 11.5 FT.8 13.000 0.3182 0.00 11.000 0.000 I } Fire Sprinkler/Alarm Permit Application L- . 7 City of Anacortes Building Departa ent 1 904 6th Street Anacertes, Washington Phone: (3&&) 2911901 Fax: (360) 293-1938 IF ,A,,44 t ilk 11 i',..L.A.,.il .,t,A ginu- iiAk. LL, 1-..„..ji.„),,,..__,-..t it„,:_,,,,:_„.„..„ r T . 17, 1. D 141.141 °ye,e. i w ;. - Fh Site Address: � =�I �.11 pa��.,i No.: Lot: Block: Addition; Owner Owners Name: &IVA ACV V r Pnone No. 6 . - �{4 Address. FO. . 0A 16 State: W -rii 8 ' Tenant i Fi F. - :f crib s f� rr,e Phone No.: Contractor Information q . Contractor 1� 1 U( i l Phone { c; r u yi MaFWWngg Address: 1 \ 1 'k t State:\f1, Zip: � _.__ State Spunkier Certificate.Level and License No : Vk -1. 4 Fxp LtCty : ¢ � ��6 General Information1.1 'a , Piease Check: Fire A«rr __i Fue Sprinkler X. {3 Modify Existing System Install New System Underground round Fire Line Ell r� Value of Project (labor and materials) — $_,..)_ �l . 0 �_, r._ d. Required Submittals Three(3): Scaled construction drawings showing the following elements along with their dimensions it ~, Floor plan indicating the location of devices and appliance, end of the line devices, i r' conduit wire runs, conduit size and number and size of devices, The zone indication [ i shall be placed adjacent to the appropriate end of the line device., 1� 2. interior, exterior and underground fire alarm/sprinkler components l� 3. Transition from exterior to interior, :il • 4. Manual fire alarms and strobes (including installation height) 5. Fire alarm control panel location, riser locations and control valves 6. Door hold-open device c 7. Heat and smoke detectors (identify type) duct detectors , 8, System Calculations and manufacturers information on system components 1" ig 9. Fire Sprinkler tamper i 1�i. Water flow aandtcontrol ��a;ves r 1;. 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X,, u",r.,P>��r;512 ---xA-:15>i,2'- I'(COPY P100%) I of 18 5 LXl5i 1NG I, 5I PLAN 0. 1207& 1209-�LVATI0NS 1.0f P A 50.FT.- 8998,2 22",.."A"I'A"er'slze---5C t 15"/IA" I'( Y @ 2a0•-) ACI2 2 M0 2, NOPTN PPOPEPTY ELEVATION 3L11L171NG AAA 5Q,FT.- 9269:1 . 1203-ELEVATION&rLOOP PLAN 1. 1207&1209-WAN&LIPPEP rLOOP PANS SITS PLAN q. 1203 POUN17RT10N&ROOr PLANS Z 1207& 1209 r011Nl7ATION PLAN PCTCCN1 or A2CA COVE C= /17% PF Fp�Fb 5. I205 -� c71ONAL&f 2HCE WALL LINE PLAN 5. 120r&1209-LP19 P 9-00P F MING PLAN&WOr PLf�1 1203, 1205, 1207, 1209, 121I ` 9. 1207&1209-SECTIONAL PETAL lg11-I 5inf FF51V NCr5 6. 1205-ELEVATION 5, 1207&1209-MAIN&LIPPLP fL005 TEE WALL LINE PLAN 5FFINKl,F1? & FI1:FWA1hp 7 1205-PLOOP PLAID 6. 1211 -ELLVA110N&fLO0P PLAN CALM rOVE�IFYA!L DIMENSIONS PAI?CL#', 1955295 8. 1205 -FOIMATION&POOP PLAN5 7, 1211 -POLUN12AT1ON&POOP PLANS CONS IJ ION ro COMPL.Y MITI P-L Qr 1705-U -V1n1`IAI 9 r,jUAr9'WA?I 1 11,9 PI All A 1`711 .CCfnnA'Al , IZU,,t/IAVA!I 1 IP IC IV! 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J'e.-° Y'% ti r ii4 le.tia&Al, rj "0-1* VI k )\ Ifie- Car-t.tred ( b". ,� ' e'er 6.`r- .r%L."k' } MOST HYDRAULICALLY REMOTE HEAD HEAD I GPM PRESSURE REQ'D AT STREET , ' I FAD 1 H.7, H. GP!f 26 PST 60 IlilII HD SYMBOL MODEL # K FACTOR MAX SPACING ' 1119os MIN ,. _ , ti'2,' RFC43-12 SIN-RFC43-RA0612 4.3 12X12 - , i� r'.1° L ® RFC43-14 SIN-RFC43-RA0612 4,3 14X14 �AA 'rZ RFC43-16 SIN-RFC43-RA0612 4,3 16X16 f•..PI ear 1/1'ft,T..wi I2diffaing ® RFC43-18 SIN-RFC43-RA0612 4.3 18X18 ® RFC43-20 SIN-RFC43-RA0612 4.3 20X20 Nominal Temp 'IS" Sprinkler Max Minimum Required Sprinkler Discharge Model Orifice Size Rating Factor Spacing Distance Single Sprinkler Two or More Sprinklers (in) CO (ft.) To Waft Flow Pressure Flow Ea. Pressure Ea. (ft.) (Pm) (Psi) (94r1) (Psl) 12 x 12 6 12 7.8 12 7.8 14 x 14 7 13 9.1 13 9.1 SIN RFC43 1/2" 165 4.3 16 x 16 8 13 9.1 13 9.1 18 x 18 9 18 17.5 18 17.5 20 x 20 10 21 23.8 21 23.8 NUMBER OF SPRINKLER HEADS: 08 WATER SUPPLY It Requlree insulation be moved up above the sprinkler pipe to allow heat from the conditioned SUPPLY 314" METER space below to transfer trio the attic space and keep the pipe STATIC PRESSURE 60.000 warm RESIDUAL PRESSURE 52.500 �� AVAILABLE FLOW(GPM) 30.000 TOTAL PRESSURE REQUIRED 33.250 „`IA, AP TOTAL REQUIRED FLOW (GPM) 26.000 TRAPPED AIR SPACE - - - - - - - - - SAFETY MARGIN (PSI) 20.995 BATTINSULATIONTENTED OVER PIPING / 461 4e SAFETY MARGIN (GPM) 4.000 TENTING / - 26' 20' III 5 I ICJ' #' ! • I�2I 'I ''9I!! 6XCI {Pii 'l1 JI 7ryi�Jll �I^!O'! II <4° l ro5ti j` .7 4' -; -ICJ- , a I( J .. • •-f, d}I i III I N ■Jriii. rt ■iLii AMP x � C� �I L ( 2) x ,5H - - -- ■ 1 I -'1 Il !1i II -- - _ _ I - I COVf I ----1 ' • 1 - �'DItC f �o. + ! i 2x4co16'1G15, WA-1. 13 � 1 - r r G /� C IN WALL - 'DP �.u� __y 1 I i, KITCHEN DINING i LIVING I �I I-Q I '--- I. • a r 1, 9'CEILING 4'CEILING 9'CEILING �} 1(I� I ; - IkILJ YWALL, I it: E_-, 1 �o II -�� I / �1I ,, * ! W_8# --rH.7 I.. IE aI rt RFC43-16 I I FC4 -1S` # 1 fTA MANIFOLD EXAMPLE I ' ' 6 ; I! -- II!.?'�f fl[I. 11GIi=rr /y I �`�. -y� v -- �i 1 ' 11 -L i t }I -2" �s IW 1 ' �y `1J I _ iJ r� /^� S , _L 5 li I ::,_ _..,:r.-1 /y~! 2211 �QII I �I '{0. F•�, C r - s411 I M II 11 - lPF ' 3H , - � f- I ift ILA 1 N 0 : ;f ILF' I:;Ir J - -- -- 2)1 P I6" CMS: VAL. %_: =I li . • III om N _ , o a,w* A �5 4 WI 1 ` D � ' i � PANTRY 1 { ` I - RFC ,1-1 is RFC43-12 I I I 1t1 Z Z Z O _ ___ = 9 x_ U41 IH,6 I I J I•I 6 R II _ I . POWDER :Zr./..11a ; ICLOSET BATH f . W O W I- W ` _ I;I__'� _ ! ELEVATIONS-CROSS SECTION OF HOME III 7 I- �r I I • 1ff`-p�-�ll I 'II �\ ( `' ' _ _ 0 © �" 8 Jig)1_iI t _ !"� � I �-lcv __J I.f I I II , --� if I 10I _2" Ti-N6 ! l _ mom / I 241 wW O QOI I / IE !I _ Ilig ii -.I t.A WI [./.1.1 I- tli U. I I FC43-16 6:1 I N H W Z II I ,3 RFC �13- 1 II I II Is t r �� �1 ,. 4. II■ W E �_ O i . HA 201 ' 1b G1 5, WAGl, [ F-A1INM 1A- L �, ii ii W ti e4 . . - V e I I II cEMIL (n r Q m 0 OFFICE BEDROOM it s'CE+LING 9'C 1LINS I ;I ci ® n . - - I 109 FT a u x y ■ a o ® m ■ a ® a o ■ o m a n m o ■ ® ■ x ■ 6 9Lil ce 1 I I r- i T - __ _ _ _ ____�_ I RUEl �.,. UR], ;; CieW W I I in, __F -_- II I ! ; ! ;_ ~ ==__________7 a o ■ ® . ■ ■ . v o a . . ■ a 6 m ■ o ■ ■ . . . . - - \ GARAGE MAIN FLOOR S.0 - 102FT - +�- L Cle CIO A WP 4 x XO PW 100 FT '" MAIN FLOOR PLAN 0liJ = ae r Cl)0W r1er ILI zm �' M .1 0 4 X � 18 Q Z ico 0 o ,z .. �- NZEtin 0 ,0 iol -a) V V"' ILI CI. 4e-. LpIC g > .- `O ,.� oQ � JW -io J W n .1 CO U.. 0 xx N is�■r ■a■:Im�,a�Rs r s co Q v nt nt r . . RESIDENTIAL PUMP - NFPA 13D 2010 HANGERS AND SUPPORT-CPVC FLAMEGUARD;'PIPE GENERAL NOTES CONTRACTORS INFO. OWNER STANDARD SYMBOL KEY HYDRAULIC CALCULATION :• M N. 6.2.1' PRIOR TO SYSTEM ACCEPTANCE,ASYSTEMUTILIZING 2. PUMP MOTORSUSINOACPOWERSHALLBECONNECTEDTO PIPE SIZE MAX SUPPORT SPACING 1.HORdONTALRUNSMUSTBEBRACEDSOTHATTHESTRESS 5.RISERSMUSTBESUPPORTEDBYPIPECLAMPS 1.THESE HYDRAULIC CALCULATIONS AND SYSTEMS - 1" FLAMEGUARD (CPVC) PIPE SPRINKLER HEAD WITH HEAD 1 - Y13) co' to A PUMP SHALL BE TESTED BY OPENING THE DRAINCTEST A 240V NORMAL CIRCUT. LOAD-WILL NOT BE PLACED ONA FITTING ORA,POINT. OR BY HANGERS LOCATED ON THE HORIZONTAL ARE DESIGNFDIN COMPLIANCE WITH NEPA13D WILLIAM MENDUM CONSTRUCTION WILLIAM MENDUM CONSTRUCTION ' NUMBER SPRINKLER TYPE In .= 0) et" CONNECTION. 3/4" 5-1/2 FT SUPPORT SPACING IS SHOWN IN THE FOLLOWING TABLE. CONNECTION CLOSE TO THE RISER.ONLY LISTED 2. ALL INTERIOR PIPING TO BE"REHAU"PIPE UNLESS 1.5"FLAMEGUARD(CPVC)PIPE - 3, ANY DISCONNECTING MEANS FOR THE PUMP SHALL BE - HANGERS AND CLAMPS CAN BE USED.VERTICAL OTHERWISE NOTED. BILL MENDUM BILL MENDUM NUMBER& COVERAGE r = N ! 6.2.1.1 THE PUMP SHALL SENSE THE FLOW,TURN ON,AND FLOW APPROVED. 2.WHEN A SPRINKLER HEAD ACITIVATES,A SIGNIFICANT LINES MUST BE SUPPORTED AT INTERVALS TO 3. MINIMUM SPACING BETWEEN SPRINKLERS IS 8'0" MI DOMESTIC PIPING R.30.A RISER NUMBER FT FLOWING TEE a1 CO co00 1' 6 FT REACTIVE FORCE CAN BE EXERTED ON THE PIPE.WITH AVOID PLACING EXCESSIVE LOAD ON A FITTING PER NFPA 13g REFER TO SPACING CHARTS FOR r WATER FOR THE REQUIRED DURATION 6,1.2 OR 61.3 _ PO BOX 1656 PO BOX 1656 - A PEIIDET HEAD,THIS REACTIVE FORCE CAN CAUSE THE AT THE LOWER END.THIS CAN BE DONE BY USING MAXIMUM SPACING BETWEEN SPRINKLERS AND 3I4" REHAU PEX PIPE T.30 TEE 1 B 1 BRANCH OF A TEE WITHOUT INTERRUPTION. 4 T METHOD FOR REFILLING THE TANK SHALL BE P{PEP PIPE TO LIFT VERTICALLY IF IT IS NOT SECURED PROPERLY. RISER CLAMPS OR DOU8LE-BOLT PIPE CLAMPS FROM WALLS. ANACORTES, WA 98221 ANACORTES, WA 98221 �_illMik' 70 THE TANK 1-1�4" 6-1/2 FT ESPECIALLY 1F THE SPRINKLER DROP IS FROM SMALL LISTED FOR THIS SERVICE. 4, THE ROUTIN4 OF THE TUBING SHOWN ON THIS 1411) 62.2 FOR WHER AESPRI PUMP NLERSYD TANK TEMBUTISNOTAPORTIOS THE SOURCE OF SEJPPLY "'"�- DRAWING ISiNTENDEDTOBESCHEMATIC, THIS 1"REHAl1 PEX PIPE �+�p p P-1 PIPE NUMBER 1R 1 RUN OF A TEE " DIAMETER PIPE.THE PIPE MUST BE T HANGER,AGAINST THE A Ho RN J I f oBE FOR H FIRE ESTIC A ERS SYSTEM, BUT IS NOT L PORTION 5, S METHOD R VEEING THE WATER ENG ON THE TANK 1-1 I2 7 FT X VERTICAL LIFT-UP WITH THE CLOSEST HANGER, V i I f1 .+G� OF THE DOMESTIC WATER SYSTEM,THE FOLLOWING SHALL BE PROVIDED WITHOUT HAVING TO OPEN THE 6.THE RISER SHALL BE SUPPORTED VERTICALLY DRAWING SHOWS SUGGESTED ROUTING ONLY, "-'-- SHALL BEMET: TANK WITHIN EJOIST FEET OF THE CEILING ORBOTTOM ALTERNATE ROUTING MAY BE USED,SO LONG AS PHONE (360)-661-6396 PHONE (360)-661-6396 L,1 90 DEGREE ELBOW PT PSI TOTAL 1H 1 SPRINKLER HEAD N . A W 2' 8 FT 3.ALL INTERIOR PIPING TO BE 1.5"SPEARS CPVC. OF THE JOIST. THE SPRINKLERS ARE CONNECTED IN THE 1.A TEST CONNECTION SHALL SE PROVIDED DOWNSTREAM 6. THE PUMP SHALL NOT BE PERMITTED TO SIT DIRECTLY SCHEDULE 80 FITTINGS AND PIPE ARRANGEMENT SHOWN. EMAIL maggimmnistorage©llL, otmail.00m EMAIL magg im in istora•e • hotmalI.com - I OF ' 7.MAINTAINVERTICALPIPINGINASTRAIGHT 5. ALL PIPING TO DE SUPPORTED ACCORDING TO D.T DOMESTIC TEE PF PIPE FRICTION 1L 90 DEGREE ELBOW I1X TO THE PUMPL THAT CREATES IN FLOW OF WATER EQUAL ON THE FLOOR, 2-112' 9 FT ALIGNMENT WITH SUPPORTS Al EACH FLOOR TO THE SMALLEST SPRINKLER THE SYSTEM.THE 4.SPRINKLER RISER DIAMETER TO BE 1.5" NFPA 130 AND MANUFACTURER'S RECOMMENDATIONS, .11111 CONNECTION SHALL RETURN WATER TO THE TANK 3" 10 FT LEVEL,OR AT 10 FEET INTERVALS. 6, THE PIPING ARRANGEMENT AND HYDRAULIC T.30 • NODE (TEE) NUMBER PE PSI ELEVATION MNF MANIFOLD rr CALCULATICI;ggRE PROPRIETARY PROPERTY RISER FLOOR CONNECTER �- W OF XFIRE ANr,XFIRE RESERVES THE EXCLUSIVE RIGHTS P11 PIPE NUMBER AND RISER NUMBER QA GPM L.2 90 DEGREE ELBOW Alli TO THEM. UNAUTHORIZED REPRODUCTION OR USE IS I liti FORBIDDEN. QT GPM QUANITY D.T DOMESTIC TEE Y U> City of Anacortes Permit#: BLD-2006-0771 904 6th Street Issue date: 11/08/2006 `*l P.O.Box 547 • •Co; Anacortes, WA 98221-0547 Expire date: 11/08/2007 `�' , (360) 293-1901 Job Address: 1207 14TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-2128 Project: APN: P55450 Remarks: Foundation permit for a 3 unit apartment under permit no. BLD-2005-0634 per apporved plans as noted Owner: BILL MENDUM Contractor: Address: PO BOX 1656 Address: ANACORTES WA 98221-6656 Phone: (360)293-6396 Phone: License#: General Information: Fees: Building Valuation 20000 Building Permit Fee 258.75 State Building Code Fee 4.50 Plan Review Fee 168.19 Total Calculated: 431.44 Deposits/Receipts: 0.00 Total Due: 431.44 1- /d p owe 032_C_ . arc 7 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 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN(' I THE PROVISIONS OF ANY OTHER • STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTIO . SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED 't:" 1 a 0007 0- . •5 t200002 4 i_.r,j,i,rEly-i ,ti',7Lti�.ci•�•".• _ r•_ i Fees. 007088 +50 -; E . Engineering and Development Services PO Box 547,Anacortes,WA 98221 Telephone 360.293.1920 FaX 360.293.1938 E-mail enoineeringcc citvofanacortes.orq RIGHT-OF-WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) 75- SITE � • IT ilk LOCATION: ran �T2�t t E ...._ = p ,, 1 OWNER INFORMATION CONTRACTOR INFORMATION Name � L� m� Name Address T fJ B a'T ,i(„S r Address City 4•4.-'a-c o r re'T City 'i A-k .Li'/ State iv.) J 4-- Zip �a 22 t State 1J Zip Telephone b (.- 63 9 (c) Telephone czto License Number PROJECT INFORMATION Work Includes (check all that apply) ❑ Curb Cut ❑ Water M Sewer 1M Storm ❑ Gas ❑ Sidewalk ❑ Street Cut ❑ Phone ❑ Power ❑ Cable ❑ Culvert Describe Work: INSTALL ( " S'folzr� > �t -to tNSt+oic { tlee -( l..lt-►rc._ baLt—e`-t "r mac. fia,aer, g oft-+ CO. 12-1C. I Sirr4S?R 'T- 1-04 l."Ckci--1 -rD 17- el Jv► 1411-P*Ca-Ac"C . MAP• .. [4ticAl oottee2f[t* 0*45 x *Q7*A'l0010 W*.sp y(� Mom" $F �♦+p,},� 1yx - #. E� �. a e ^f s4, tga FI' op'';��x`, ''S �I�' `A • 4,7 2, _ to C; -� t Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public and private property. 7' 5 . ,V " F ��fC Applicant Signature Date 12C7/ Z='04' _ /05 SITE DRAWING 1 . Show north arrow 2. Label streets 3. Draw plan • • . • • - -I- , , • §co.• „-,; • , A : .„ • ,1!3?, 1P/1"- 08, U1L05 22:40 FAX 30U 854 7731 Phi11110s Env Syr: 201 '1; PHILLIPS ENVIRONMENTAL SERVICES a Iv 29534 BACUS RD. r SEDRO WOOLLEY,WA 99284 'l 3604354-7900 FAX 3604547731 '.. .: August 1,2005 survey No.05073 ''a . 1ii. Bill Mendu m $ PO Box 1656 U t'` Anacortes, WA 98221 l T III, 360-293-8575 ��� if in RE: Asbestos Survey: 1204 14th Street,Anaeortes, WA 98221 On July 27,2005, 1 inspected a single family residence located at the above referenced address for : the purpose of determining the presence or absence of building materials that might contain asbestos. itl+ Title 40 Code of Federal Regulations (40 CFR), subpart M, section 61.141, established the allowable limit of of asbestos in building materials at 1% by weight Materials containing more than 1%asbestos are regulated and `NR must be handled in accordance with Federal, State,and Local regulations. ?, tilSurveys are based on'visible and accessible materials'and although reasonable effort was made to locate and , test all suspect materials, some suspect materials may remain hidden in walls or below floor underlayment or other areas until demolition or renovation work makes them accessible. If other suspect materials are discovered ','t during the course of demolition or remodel activities they will require testing prior to continuing work. Three bulk samples were collected and subsequently analyzed for asbestos content by Polarized Light "'F Microscopy with Stain Dispersion. None of the samples were found to contain more than 1% asbestos, ' ti •i however, observed but not tested is cement asbestos board(CAB)exterior skirting at the SE corner of the iti building. This material will require handling/removal by trained asbestos workers(or, in some cases,the homeowner— contact Northwest Clean Air Agency for permit)prior to any remodeling,renovation,or demolition that will lead to the disturbance or removal of asbestos. Prior to removal of this material,notices must be filed with the local Air Pollution Authority and the State Department of Labor tit: Industries. CAThis letter along with the attached material list and lab report will comprise the `Asbestos Survey'. Please call Ff us if you have any questions. i . t it Sincerely, 11 Dave R. Phillips AHERA Bldg. Insp. C'ert.#05-1191 (expires 3-31-06) }4 enclosure 114 11 ii:14 t 4 a 4 us�ut:o5 22:40 FAX 360 854 7731 Phillips Env Svc PJ 03 PHILLIPS ENVIRONMENTAL SERVICES 29534 BACUS RD. SEDRo WDOLLEY,WA 98284 360.854-7900 FAX 3646547731 Client Bill Mendum Asbestos Survey- 1204 14th Street Survey#:05073 PO Box 1656 Anacortes,WA 98221 Anacortes,WA 98221 360-293-0575 Surrey date: 7-27-05 Uoruoeenemus Material List [Material#&Oeseription f Location(bomog.area) !Type Friel Cond Qty.[sample#&Location(see dwq.i I Asbestos I [1 2 vinyl tiles&mastic I Utility_&bath rooms Misc N F ; 1 ! Utility room floor Ng) 2 Vinyl tile&mastic Upstairs NW bedroom floor Misc N F J 2 I Upstairs NW bedroom NIP [_ -- (top layer) 1 3 Linoleum Upstairs NW bedroom floor Misc N F j 3 Upstairs NW bedroom Nld I (below underlay) Note: Observed but not tested is cement asbestos board(CAB)skirting at the 4E zorner of the building,approximately 20sf. NiD=None Demme Note. friability arsessmcnls were made on hose materials in their pram undisbufiedcmdidcn, NIT=Not Tested-previous sample tested pusmve damage nr dhturtrmce ofun)bard nay W'sse some non•riable materiels to become friable. Quantities sbovm art appreximarc-'field verification recommended 08.01(05 22:40 FAX 360 854 7731 Phillips Env Svc Z02 PHILLIPS ENVIRONMENTAL SERVICES 29354 BACUS RO. SEDRO Woou-Ey,WA 96284 360-854-7900 Alncrlcan Industrial Hygiene Association Lab Ill #102950 FAX 3604354-773I ASBESTOS BULK SAMPLE ANALYSIS Client Name: Bill Meadum PO Box 1656 Survey#:05073 Anacortes,WA 99221 360-293-8575 Source or Samples: 1204 14th Street,Aaacortes,WA 98221 Date Reed:7-27-05 Analytical Method: Polarized Light Microscopy with Dispersion Staining(PLM-DS Method) Sample ii: 1 Lab No.: 27249 I oration: Utility room Boor Layers Description: Non-Fibrous Material: Other Fibrous Mat'1:% ;Asbestos Type:% Layer I of4 Off'white vinyl tile(5 side) Vinyl/Binder None detected None detected Layer2 of 4 Yellow mastic mastic/binder/line particle, Cellulose 2% None detected . ' Layer3 of4 Off white vinyl tile IN side) VmyliBinder Cellulose trace 1 None detected Layer 4 of 4 Brown mastic ;n sticibindrrifine particles Cellulose 2% -r— —7—Noae detected _Sample*. 2 Lab No_27250 Location: Upstairs NW bedroom floor,top layer Layers Description: 1Nor-Fibrous Material: Other Fibrous Mee):% Aebeaton Type:°k Layer I of 2 Off white vinyl tile wiblue paint ( Vinyl'Binder Cellulose tract None detected Layer2 of2 Black magic masUGbinder/fine panicles I Cellulose 2% None detected Sample#: .3 Lab No.: 27251 Location: Upstairs NW bedroom floor,below underlay Layers Description: _ Nan-Fibrous Material: j Other Fibrous Maf l:% Asbestos Type: % ' Layer) of Linoleum Lint-ileum Cellulose 2% None detected Layer 1 of 2 Black fibrous felt Asphalt/binder I Cellcloae 60% J None detected Layer 2 of 2 Brown mastic mesocibinder/fine panicles ]Telluloae 2% None detected Analyst: „Date: Dave B.Phillips Samples retained for 2 weeks unless otherwise requested in writing. Lab results are completely confidential Written permission is required to release results to another party. i`rY a.,b. CITY OF ANACORTES PERMIT CENTER '�' -le 47 904 6TH Street- P.O. Box 547 xv s, titcs Anacortes,WA 98221 360-293-1901 Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain e following minimum information will not be accepted for plan check. fln Project Address: / ZO 7 / / d , An ZCtir S Date of Application: CJr B -Q E tt Name of Owner: 3\ 1� fik'eh8(�rkr vs- - Assessors Parcel No.: M Mailing Address: L lS! Lot3/1/It Smock: a 2 Addition:vW iv a& rtL [ �^ 0 r City/State/Zip: a cor -e3 l S co9,5 `I I Description of Work: iei T l ani e �f c Daytime Phone No.: ,A Q, r- b3 t v Please place check marks by completed items,and cross out those that do not apply. [] 0 Two Full sets of Plans [j [] FLOOR FRAMING (Max.size 24x36) [] [] Complete Application Form [] [] Fire Resistive Construction where Required [] [] Provide Floor Plan for County [] [] Joist Size,Spacing,Grade&Species [] [] Headers,Doubled Joists,Blocking,etc. ' [] [] SITE PLAN(8 1/2 x11 or 11x17) [] [] Floor Sheathing&Underlayment [] [] Any Conditions That May Impose Heavy Loads 0 0 Setbacks [] [] Insulation to be Installed [] [] North Arrow [] [] Lot Elevations 0 0 ROOF FRAMING [] [] Lot Coverage [] [] Lot Size [] [] Layout of Trusses&Bearing Points,Show Hips, [] [] Property Lines(Recorded Survey) Valleys&Ridges&Insulation 0 0 Easements,Streets,Alleys [] [] Ceiling Joist Size,Spacing,Span Species&Grade [] [] Location of Utilities [] [] Insulation El [] Erosion Control,Small Parcel [] [] Ceiling Finish Material Storm Water Plan [] [] Rafter Size,Spacing,Span,Species&Grade [] [] Location,Size,Etc.,of Beams or Purlins [] El FLOOR PLANS [] [] Indicate Scale of Drawing 0 [] Provide Dimensions All Roof Systems [I [] Size/Locations of Doors&Windows [] [] Attic Ventilation(low&height) [] [] Label rooms&Spaces [] [] Indicate if Attic Will Be Used For Storage [] [] Indicate New Construction From Existing [] [] Show Attic Access [] [] Show Decks,Patios&Landings 0 [] Show Smoke Detector Locations Roofing El 0 Show Attic Access(s) [] [I Sheathing Type&Thickness 0 0 Show Mechanical Equipment Locations [] [] Roofing Type&Weight(provide attachment 0 0 Indicate Bearing Walls schedule if tile or metal) [] 0 Indicate Shear Walls [] [] Underlayment [] 0 Indicate All Header&Beam Sizes, Species&Grade 0 [] Show All Plumbing Fixtures Including Deck Detail Floor Drains 0 0 Guardrail,Spacing&Height 0 [] Joist Size,Spacing&Species 0 [] Types of Connectors,Post to Beam,Joist Hangers Type of Decking Material Mechanical Elevations [] ';] Exhaust Fans;CFM&Sone Ratings [] [] Show All Exterior Elevations Including [] [] Location&Size of Heating Appliances &Proposed Finished Grades from Property Line [] [] Dryers to Property Line a [] Cooking&Other Appliances [] [] Show a Section Through the Lot at the Driveway [] [] Range Exhaust Hood (to begin at the street paving or curb) Stair Detail. [] [] Location,Width&Headroom [] [] Size of Materials&Species [] [] Rise&Run [] [] Handrail Type&Height Energy Code Compliance [] [] Residential/Non-Residential Energy Code Forms [] [] , Energy Code Construction Details Applicant's Signature: "`"' " Date:, (/ a'mil/.J Received By: Date: Updated February7,2005 P 2 08409/05 TUE 17:28 FAT 3602931938 EXECUTIVE lam,_,..;_,,,_? fir_; @]001 .Parmit FBaE 006,605 $100.00 f u,, ,•t o- a T P ,,�ieti r rT} E Ol ; or „� r A ry !. miner igp yiTh n *r?"e h,- 9 r, ➢1Rogow,Stria y ,Vtir ^-t.c.'ITt'k; 2S ^ ,. 't s!t+rli•S" s its Zoe I� — . Sit:Address:_ , v ?_Qo Parcel No.: Lot 3— 5 Block .2.2-.- YDi : _Addition: 1 r 3 f�'i^Ze orl`CS �1 i l x7 w.,PP ° V act a91rvF�y+` " v^.1'Svr `� y (":0 +1.,i 67it�1 r t t C . g,7 i/ y �_�>✓n��L:,l''� al��' 1w���`'4�r1'i_�.nF�'I�`�i���A .'���6mlk�,, ..,... r"„"IWe,�:��"��..u, sw' ��. � "� Y .3a.1��. �'. " �„�,�3.T,.".u`�.'��it��+�! y3��'"�',; Name /�,� ` Name Name J 1Q�avv aP-L-f_. ��ri r Mailing Address Mailing Address __--_ bisiling.4ddre�s P.3'186� 1C05� �i}v: State: Zio' City: State: Zip: City. State; Zip: �� c f � CO ( f r q Contractor Lie.No.: Ph;,r,aNa.: t b 1^v( � \ CO Phone Nu.: Phone No.: Lip Date: ConGhet Person: AD; 1\ d t't;V—A f vv,-- Phone No.: O V L 3 e1 to _ 1 V ,d.i° r5. I,.9i,:g 5,1y or f'r,.i;. y', +}i:)[10Y6gTUW, A w { (Check One) Single Family: Multi-FitmilythClitartrtMent Condominimurn. Senior Ilousing:_ Retail; Office: Restaurant:_ Manufacturing: Storage: Bait Assembly: Accessory: ( Automotive Repair. pai Other(Specify) tit SCIFTIONOFWORE:y3el-i trt,,®\'e a_).-...a a 'tier-t:Le_Lej '`,_, ._ r 44 y ± f "P.z4.:4, ae itd4, ac:Ic . Ri4 o , � �;o !tE!r!l� ? ktIPl O ...: ' y r 4( ! Street Setback: 2-0 ft. "Floor: i71`)8 — sf. (Circle YorIV 161 Side Setback: I/ ft. 3'"Floor: ---- f, Shoreline/Wetlands Y 24 Side Setback: It_ft Basetnent:��;se_ Water on/Adj.To Property I Rear Setback: ))6' ft. Oct t3rcup: _ Sails Report Y Use Zone: Carport Area: al. Sensitive Area Y Type of Construction:Ann ri"?..4ri•2 Gauge Area: 16Skg, sL Latecomer.Agreement Lot Aica: �dL1O sf. No.of Stories: t I Fire:Hydrant(250 Feet) N No-of Dwellings: �3 — Building Height 4,3 5 I Variance Y CS i l Lot Coverage: .� Deck Area: S® sf. I Covenant Y N l ICI Floor l'f Q sf. -2 ' Flood Lone X A AE VF Project Valuation(Labor aarlMateriawCost): 3 6 6 c e� THIS APPLICATION IS RLCEIV EL`BY la BUILDING OFFICIAL UNDER'nie PRO VISIONS OF THE UMFQRM aLILblNC CODE,AND SHALL EFPISR By LIMItATION AND BECt7LiE NULL AND VOID Jr FbIUNrt IS NOTOBTADIED WITHIN ISO Oats oe l mu APPLICATION- BY.+I'tuXINCi MY SIGNATURE I HEREBV CtRT:FY'ink!'I .N1THE LEGAL OWNER OFTHE PR.OPEICIY FOR WHICH TIM APPLICATION ISISSUED OR AN AUTMORj7_Er)AGCNL OFTFE OWNER. ALLPROVISIONS OP LAWS AND ORDINANCES GOVERVier.THIS TYPE OF WORK VaLL DE COMPt.ti f]W i t It WHEThER S?ECIF:EP PERYNN OP:NOT,INCLUDING CALLS FGR LNYP ECrIONS SII NATL1ItF:_ .' A _ — DATE; ___- _ 8 ) ,� Emit _ v'vc r Ola, 0 Public Works orks ti9 , Engineering and Development Services Date: J I - -0 6 Site Address: I20 7 l y ft' Attn: Contractors and homeowners The City of Anacortes Engineering and Development Services Division is approving your site drainage and erosion control plans for the building permit to be issued based on the following conditions listed below. Other departments such as the Building Department, Planning Department, or Fire Department may have further requirements or conditions that are not listed. 1. No dirt, mud, rocks, debris, or building materials will be allowed to be tracked off site. Streets are to be kept clean at all times by sweeping. Flushing of the street is not allowed. 2. Roof drains, footing drains, and area drains are to be tied to the storm system. ( Rigid pipe is preferred) 3. Erosion control shall be monitored by the contractor on a daily basis. If erosion control measures are inadequate the inspector may deem other measures necessary. 4. Surface water shall not be concentrated and diverted across public sidewalks or adjacent properties. 5. No silt laden surface water runoff shall be allowed to enter streams, drainage ditches, or the City of Anacortes storm drainage system. 6. Construction entrances must be of 11/4" or larger crushed rock unless deemed unsatisfactory by the inspector. 7. Exposed soils must be hydro-seeded or covered with straw mulch. 8. Do not flush concrete by-products or trucks near, or into the City of Anacortes storm drainage system. If exposed aggregate is flushed into the storm system, it could result in cleaning the entire storm system, fines, or possibly reinstalling new storm line. 9. Streets and sidewalks to be kept clean and no building materials or debris to be stockpiled on public right-of-way. 10.If no storm system is available a drywell may be used for the drainage system. (No silt laden runoff to enter the drywell). City of Anacortes Engineering and Development Services PO Box 547 Telephone 360.293.1920 Anacortes,WA 98221 Fax 360.293.1938 11 .Clearing limits are to be clearly marked as shown on the plans. Site flagging is subject to inspection prior to clearing. 12.No slopes or grades to exceed 2-feet horizontal to 1-foot vertical for residential construction. 13.Cracked or damaged curb/gutter and sidewalk to be repaired or replaced prior to the issuance of the certificate of occupancy. 14.Rockeries over 4-feet in height will require engineering and must be approved by the Building Department. 15.Vertical curb driveway aprons shall be removed and replaced with standard curb/gutter and sidewalk if the driveway is relocated. 16.Water meter boxes must be undamaged and raised to finish grade. No shrubbery is to be planted within 2-feet. 17.AII utility cleanouts are to have iron ring and covers marked as a "Clean Out". All clean outs and manholes must have a 12-inch wide by 8-inch deep concrete ring around them. 18.AII water valves must have a 12-inch wide by 8-inch deep concrete ring around them. 19.A right-of-way permit for any work that is to be performed inside the City of Anacortes right-of-way. 20. No permanent structures are to be constructed inside the City of Anacortes right-of-way or in a utility easement without first receiving an encroachment agreement from the City of Anacortes and the affected utilities. 21. All contractors and sub-contractors must have a current Washington State contractor's license, and a current City of Anacortes business license to provide services within the City of Anacortes. Please call (360)299-1951 to schedule all storm, sewer, and curb inspections. 24-hours notice is required. Engineering and Development Services Division Representative City of Anacortes Engineering and Development Services PO Box 547 Telephone 360 293.1920 Anacortes,WA 98221 Fax 360.293.1938 usa- -ems el) f'�z�� ' b" fl t s h,b a-1km, 1A I$ 16-J I cd 4 1�1J t " cS f C Bl tr fcxsfi\N-3 rr2� �5 + EL-J �ayan 's a.x�" Ai X S -Frc.n. tK s W :"11 k't Y--,'�a 4--Lq, kr a"A a.p_st s- ai $-irV-3 L `ti. I` �ra a q e.. to a-ff- S fre e_4" �D�t k�'`•� se a�� s ccJJ Ca4-cL 1j 2ST'9... 'La 1'11 In_ 16 � b— �% LC3 rv.�r of P'r 'k�e.3I 5-ad.-pat � a'(ft f GA- a- • �� 9--1 _ �'0L . LsS fFJ)LIJ 'eT �;<2�Rs� f � dFz� _ \� .--2 0' L` ri I` - :ate_ ,Sir J— r Pr )} k'$��Q. it_a s: I (cso I y- a v j sr 3 ?a-'3 �tit,R 1 ;rod i�a } d-s b a--, (J %xr��;v.1 b' J(. �'a f,^� �-2 iw er" irr, 211ey .,s i`i-hj ��p - b B.: 1\ lit41/45,-- ..,•• 4,. W -TaEr- - ----- Ni ) Cf%4 tiOi , .. •,L •, ... • ,. . ' .. . . . •" ... :.•• . . - .,..: . .. ... • ,3/4Lx. i : : • -.. --- .. ... : . ....• Thert . . ,. r-11, ,- 0 t •fl- i f • 14" cit skrst•c\A- 4- ra. .Q., :( 't in i ' . 1.`l : It- 1 -: ,t r vs--cCNi—t44:1 . - • 4 •-3/4.- - .....b'e e ' 4-- 9" Neziel .51 i, 1 n-nvorsmcs- -rizt;meat— 5..-e cif_ .c-a-c-- • Ifrew.i :di, • , i• ,••Aare-(Is ' °. ...' , . QC:NAL.< ----; -1 --. oilyt_s,- ‘-' c, rE:94AL).. .. ---------..:: I evavezasiarr-7- -,Accoco. I :: t: .-'--- e ,- --L :?5,'::e9,' 1 • / - • 11-1-(2) el'ictss A-cf).---2--C--: • ". evt• _ V7,yetic • L --'1 ' -I. . , ..... .1/4 . .. . • 11 ... ti,- P.il . . :-; ' 4.0.- ciLi._ i qk . k . . • 1 • • I- • . - 0 .14 - .914-t9tee-C7--.0214C1 DRIVE las( kociri IP,k‘i PELSCaLen- 0 NI : ' --- L:z7T-Sfrs,S4 t 41.5.• StaK- ea, .' MarAPF CA_TY OF • friNACOliketS4-1,;..per—ekecin44. --ra-n-to. POT TH'ERSOF , - p,aciittE:"-I qa.lifri a 2 APr PLAw. Piair > .: -:- . .-L--4,-11k1COLkt4 -1 i F•gir..010S OP:-. r..,64 ii-rs COO -re, =a LICI •t. ... /� `,(,. / frtc° Ntc- c s I f i `�,,.. '�.vV '' It 1 / \IVAfttS \ 7 AV i 1 V 1 —z` '�yi �a C�zr2 � Lof , � yre e. ii (J�1.�'j-rZ '1t — - y - - Ns" 3 "h9\ , s/g' C 3/9 " r 3 arson , � rm crmacv .- Trt1 t n 'tr s I?_„ ,j 4 5J:0-4er5 U ey t e wtPc es-KS 3 k a_Y "Q3 . �a ,r 'J Q. c-\e zv c.3 4- �eYrc(nf JP__jtro Jr c dp/ ) S � � - -v \RtJYz aif d Z C� ) ycti �1. curl/9 � }Je � � l Pie?r-e-54- l { } + 7 9 raz, 17d I --b �.e a f . ,5 f5{— 1du er 5 -,�;�� :1 i \k wit -cre, ci"- T c_zbie 4 b\eoi ,re „„,) . `b,z- e7ci s 12 '11 M . i , 1520 Parker Way— Suite•G' WEST COAST ENGINEERS, Inc. Mount Vernon, WA 98273 Structural and Civil Engineering Phone: (360)424-3404 Fax: (360) 424-2063 • Lateral Analysis, for Triplex Located at: 1207 14th Street, Anacortes, WA For: Home Builders 7�, WCE Job Number: 162-06 ,�.1/„<ff�ar, July 10, 2006 '� 11 it 1:47 `E" ®, � `�> ° 2,n06, :;/ D #FAIs r SI EXPIRES 9/19/2007I', INDEX: Design Sketches. Pages S1 —S8 Standard Specifications. Pages B — E Calculations. Lateral Analysis Pages L1 — L12 Total Number of pages excluding cover sheet: 24. Notes, Disclaimers: • West Coast Engineers (WCE)takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). • The calculations shown herein, if any,do not necessarily include all possible calculations that could be performed for this project. For example: certain items may be designed by inspection; only the worst case loading scenarios may be included; etc. 162-06 Hone 3udaers-Trpex 071006.doc Pale A . GENERAL STRUCTURAL NOTES. A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the typical structural details shown on pages S2 — S8. These details are intended only to show TYPICAL situations. Due to varying framing methods, not all aspects of each detail will necessarily pertain to specific field conditions, however, the bolting, nailing, and connecting schemes must be followed. If in doubt, contact West Coast Engineers. B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not intended to act as shear walls are not typically labeled and should be standard IBC construction. C. REVISIONS. Any change in a door and/ or a window size or location (located in the designated shear walls) will result a change in the shear wall schedule and/ or a change in a type and/ or location of a holdown. Shear Wall Types (Assuming Hem-Fir or SPF -DF OK - Framing) Min. Sole Plate; Framing at Allow.shear(perI, Sheathing on Edges West Coast Egr. thickness and One or Both Blocked or Stud spacing, Nail size' Edge/Field Nailing 16d Nails. Adjoining Panel 2003 IBC Table Shear Wall Type Type of Sides Unblocked maximum Distance, Maximum 1-1/2"Min. Edges and Sill 2306.4.1 & Sheathing' Embed) Plate 2306.4.5) Wind-298 plf. PW2 7/16"Ply One Blocked 16"OC 8d 6"/12"OC 5 in. OC 1.5 in. Seis-213 plf. PW3 7/16" Ply One Blocked 16"OC 8d 4"/12"OC 4 in. OC 1.5 in. Wind-436 plf. Seis-312 plf. • 6d coolers or 9'y9"OC top ply Wind-250 plf. GW (2)5/8"Gyp One Blocked 16"OC screws 777"OC bttm ply 6 m. OC 1.5 in. Seis-250 plf. Footnote 1 Ply=CDX, C-C,or C-D plywood. OSB of similar thickness and span rating may be substituted for plywood. Ply and OSB are assumed to be nailed directly to the face of the stud. Minimum sizes of all cooler nails:5d(0.120"x 1.5"),6d(0.120"Dia.x 1.75"). All other nails are common wire nails:8d (0.131"Dia.x 2.5"), 10d(0.148"Dia.x 3"), 16d(0.162"Dia.x 3.5"). I v I I ul 11 v I .G-I �l - I [ A a 1, -;1_ -F- • 4_ ti n is ,---,----cr, ,-- ;-• , 0 A b; �o ns ( �= I I ltirr 111 q, �y to=G/s 2"12). 1. 0 I ,• ,- � II YI D p - • - �' \� - - y-rtaW: -- R ,. On --9-1_,h a r 1 It uP,Ee 1N 1- / �,",2F., s.t� 4 ' (" M II , / t T- ' 1� . — p' 1 N'--Lig.ot ` - -ram-- - -I `� 1 y, '`-` E __ 0fa -_ 'I g1 Q',n c0.c __eruxe-- II 9 7 , .? ` l� 6 .� I °`� p0 ii..'i II !f ,�— N 0 t ID - r f � 1 Yir1J II N� 4 I1 1,� N I r- I J m I, .� t 1 . 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A — !I �R� so(_e PL_.rt" J, t t_ i.14,1 LI b-i cc Pei TAnLe 12,ELol.J _�-- c li n r . !I< P NGI FOB Il i t ll l ELT ?eV— 1 ° rAE -� 13E LOI.J �lll_II) h I ' L i (ow E.OF 3 ALr• ) I 1 -Rik / %r =1I11 v It t + Bottom of Shear Wall Connections1 Sole Plate; West Coast Egr. 1/2"Anchor 5/8" Anchor 3/4"Anchor 16d Nails. Allowable Shear Wall Type Bolt Spacing2 Bolt Spacing2 Bolt Spacing2 1-1/2"Min. shear Embed. i Capacity/Ea. 9121b 1,328 lb 1,840 lb 135Ib I • PW2 37 in. 48 in. 48 in. 5 in. OC 298 plf PW3 25 in. 38 in. 48 in. 4 in. OC 436 plf - G AJ - 44 in. 48 in. 48 in. 6 in. OC 250 plf • Footnote 1 This table generally applies to full height shear panels only. For shear wall sections between full height shear panels(i.e.as under windows),the table may be used;or minimum IBC requirements may be used. Where allowable shear exceeds 350 plf, use 3x(min.)or(2)2x mudsills nailed together with nails and spacing per sole plate nails. Footnote 2 May use any of the three diameters listed. All anchor bolts shall be embeddec 7"min,and shall have 3"x 1/4"plate washers on all nuts. Minimum of 2 anchor bolts per piece of mudsill, and one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece. N rS JOB L(V-7 -- CO `�/0 V 1I- B01.--agrl& • WEST COAS► ENGINEERS, Inc. SHEET NO. C 3 oF__ r�///y Structural and Civil Engineering CALCULATED BY la- DATE 7f , f 'i:.✓�Q 1520 Parker Way#G, Mount Vernon,WA 98273 • Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE _ Web: www.wcoasteng.com SCALE oM Akre— WA;u o o t�CALLEL IAJf�LL) R ooe ; DiftrRizgAcki`1 .Nts-IlLiPti Pig }t_N' , t Dg-. TALE .t t-00', wH1O-I /Er IS MoRe ��v la-P\FT- g. H'EzAlz. wAi_L -- PEr-- ILALI A.. iNr c-iil lhi r2Amtki‘i pR-ov,v �L- WHE(�tr f6ATI\3/4 , 4�i W6 IVpit� ! is ivor Co1JT�ti-«nUs D�j2' !I - -ror 7L-A1 \i , Top fe. ,,,_ ,A6 Mil col N r - -1 r,--7- b}ie � yJ �� - rA kiorE, ', `.' HE T'rttroci hA,`i se oMirr OLU {t.L27t_Eq L) 4L''S oiaL.-r IF T2&SS M,krt-ILuFAcC U - t tt4LNt -ni ei 4S To paN&A-E to TlaftDJ -rcF t_,ri"EK-k Loi1/40 ©F 216PL.F fOOM rapFchhogo -ram tom-(" bfrt cscp D N.%S, JOB Vol-49 (p RE,MG 301l r„r7 WEST COAST ENGINEERS, Inc. SHEET NO. S 4 OF Structural and Civil' Englneering CALCULATED BY (� DATE 7/ttotCCa 1520 Parker Way#G, Mount Vernon,WA 98273 Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE Web: www.wcoasteng.com SCALE ` 311 CUSS Crr'LciC) 0- Cot"Ot, Y e.} s Oist H1 \ TppSs (� .P!'c_t- J 1 U TOP CoK-iUCC1 OLI iI MAY 1 lx (O OJ-r5 t De 1 i — 41+5 17_ vJ ALL- re:-� fit- IQ I tED - ii_« Ur{t 51-1EAr_ SOLE 'PLATE IJAIL...yJ 6 wAL(. -Iz F __AM F.•P oritg 5)-FE fke WALL 1,1 iu kiq I rAf . g_ CA Is r5 oT gs r , _----------- 1-O W E Z Sl-1 EA. hi k L � 1 D. D D . NI.S, r JOB 1& 1®'0cC I � lG.- Imo✓- Vti----D5R; , - WEST COAST ENGINEERS, Inc. SHEET NO. -7 S OF Structural and Civil ' Engineering CALCULATED BY 1(C- - DATE / o(/ 1000 1520 Parker Way#G, Mount Vernon,WA 98273 Phone: (360)424-3404,Fax: (360)424-2063 CHECKED BY DATE Web: www.wcoasteng.com SCALE tome, 4,G©u )/ — (2) Inc{ LI At Ls r ups F.00F 17i + (2A ti k1 PAL Tu O is s rE r- 51� Gs . J s i C9k oc) or_ • \ / 1/ / 1 Ct e Co' cc r(W S5 �� _ _ - PHA w k.I_ st+ 1kr-h,a, xrs ik. 17C m Fc p, 5 oLe. ie IQ A...,L11J c� PAR- 6-19 L tot c 4Not. L53o \ / _____ _,,,,__________m_______4(______ - NI,*1\41} \ 7 ) a_ 1 FLOD 12. f=�z-Aivi i N� €-ti r\yS \‘ -' TTSS . — M At td La it l}eA (L \JA1 L Of Mk IL. ors _ JOB Y/l - —CEO ..-O t `�.- 2_ n4_ t`� -40_ ---- WEST COAST ENGINEERS, Inc. SHEET NO. S Le OF Structural and Civil Engineering CALCULATED BY IiC--- _ DATE A 0( 0Pc/) • 1520 Parker Way#G, Mount Vernon, WA 98273 Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE_ Web: www.wcoasteng.com SCALE , _ uPPS2 SF4�A2 L rALL . 1 . 7/ u OS13 n,�/8d 0 (o °oc, -r 1= ri-Ac rat 10 PLoc6.:1L SLEAKlc ; } 1 (o°Of, OTp-FEz.T �.1>r.L m e9 r ,/'C''l I(ovi L. '17(n(Z. i s Tot) l ig OC': t 1 ELOI e71_3_, :,WD , • 7 \ \ _ t / \ ! A7 --- --------- (52 I,ei Loo . t5EAM Toe t��AI Lg �Y cam!H-Es 1 ft.r 15Loctc ------__, H 1IQ_ FL.00g - R VJ 'AFL(_ f'-R -ri_ALI orroc-1 kiALL S sl-tnAg, 7'F Ll9Fes__ -\-r l I.._._. t wrs , • JOB (le—ate 'tome auluo-a-S WEST COAST ENGINEERS, Inc. SHEET NO. Ei 7 OF / (�Structural and Civil Engineering CALCULATED BY Ili DATE 7 AO ` oYo 1520 Parker Way#G, Mount Vernon,WA 96273 Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE Web: www.wcoasteng.com a SCALE p ` __I__— _-- —__,�— 0Cr SCt-E- 1lci 12c15. - . - (Z Ems - ocit\pty(b',il ( &Coket.-_S Pig ec- csee--riON) r-x cr,D °r 1b _ye ar sWthItwfrt-t in o 9�on1 � �I2 h�< < K- r-- �xrL�N 0 `ki F i �Gi or v ). I *bt( 512 Poor 2(i Fiti2Lini 4 ,.Lea 101 I r-re�,y_- w tr,-�. 0g Y n -c\J D� 1-b IN - fc-i.-0c17,_. UJ/0 . ell ruco6Z c/ - ('‘::' EH OItiTI � y Wit ,\ \ Tt N��� I�� "- ckni s z -wee [.S 6o ' tl F., r -i — f;x1N. @ f (.o __0(--_ I i . I-r-A i l) i MCI OF To 11 17-- ae rLccg ( Jo 40I'Ai i v) lit lut.,. ..�..�(....- OTC^i __ A IDF ii ,' cU ' :- JOB ((s4—O(p ROM - -B01LAt )2c WEST COAST ENGINEERS, Inc. SHEET NO. S V OF S iru ctu ral and Civil'Enginee ring CALCULATED BY IIC— DATE 7 ( 1 to/&1(Wi} 1520 Parker Way#G, Mount Vernon,WA 98273 • Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE _ Web: www.wcoa§tcng.com SCALE sr�� i L N r `�i EAt fi (Z l�iAt�l �i/ NIY t L Pru- kta..C6 • trianii t' Ah o\z REF'- lPL->arl Noft : I F 'TarFL-AT€S � � Ut�LL C 4TII-40 OV F. L___.m--_ DT P I e rJ or FLoog- J oltlitlz U&& - i / M 50-1 D OCK-�` f1 AM/ N- AX- �— srr,\F t-g ePt-A,1•.1 ( \L R1...\_ HoLEe) -- — >, - or erg- r Or. -' III 1- 1 1- it-fq.i y — eN 12-, WALL 1-c-- F&u! DETLNIL H D1W SiZf e J TD MA it'I 1-SSS . West Coast Engineers, Inc. BI STANDARD STRUCTURAL SPECIFICATIONS: 1) LOADS. a) Following are the loads used for the subject design/analysis: i) Roof live load: 16 psf vii) Deck dead: 10 psf ii) Roof dead load: 15 psf viii) Exterior wall dead load: 10 psf Hi) Snow load: 25 psf ix) Interior wall dead load: 8 psf iv) Floor live: 40 psf x) Seismic Base Shear, V = 0.135 x W. v) Floor dead: 12 psf xi) Wind: 85 mph 3-second gust wind vi) Deck live: 40 psf speed, Exposure 'C', 2) APPLICABILITY OF THESE SPECIFICATIONS: a) These specifications shall be adhered to for all work addressed in this report. b) Some sections of these specifications may not apply to the scope of work of West Coast Engineers. (WCE). Use of these specifications for work outside of WCE's scope shall be at the sole risk of the Contractor. 3) LIMITED SCOPE OF WCE'S WORK: a) The scope of work of West Coast Engineers (WCE) is limited to Lateral Analysis (structural concerns only). WCE leaves issues such as thermal / moisture detailing, ingress / egress, insulation, and fire / life / safety concerns to other design professionals. WCE takes no responsibility or liability for items not specifically addressed in the calcs, sketches, or call-outs. b) All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of WCE. c) Structural analysis, design and specifications apply for one structure at the location shown in this report only. WCE cannot be held liable for unauthorized reuse of this work at a different location(s). 4) OWNERSHIP OF THIS REPORT: a) Ownership of this report, all calculations, sketches, and other intellectual information pertaining to the project shown herein shall remain the sole property of WCE. WCE will furnish copies of this information to others only with the express permission of the Client. b) These calculations, sketches, notes, and specifications are valid only for the project indicated herein. These documents are not valid, and shall not be used for any other project. 5) COMPLETION OF WCE'S CURRENT SCOPE OF WORK: a) Submittal of this report to the Client completes the present scope of work and budget of WCE for this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis at WCE's current fee schedule. 6) CONSTRUCTION DRAWINGS (PLANS FOR PERMIT& CONSTRUCTION): a) WCE recommends that the Designer / Architect submit construction drawings to WCE for review and approval prior to construction of the project. Such review and approval of full-sized plans is beyond WCE's current scope of work. 7) BASIS OF DESIGN—APPLICABLE CODES: a) This design is based on the IBC, 2003. All construction shall adhere to the minimum requirements of the 2003 International Building Code, unless shown otherwise in this report. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems. 162-06 Hon•e Builders-Triplex 07-G06.doc Page B 1520 Parker way- Stifle'G".Mourn Vernon,WA 982/3 e Tel, (160)474-;5104 Fay, ('}60))i:'i-ii)63 e rnvreweaasteud.rofl West Coast Engineers, tnc. c I 8) COMPETENT CONSTRUCTION PERSONNEL: a) Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. 9) TEMPORARY SUPPORT AND BRACING: a) General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein, unless specifically shown. Contractor or owner should check all temporary-supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 10) CONFLICTS OR ERRORS IN PLANS: a) Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or fabricator note any conflicts or errors in the Plans and/or specifications, they shall be brought to the immediate attention of the Engineer. If any questions arise during construction pertaining to any structural matter, the Engineer shall be consulted immediately. 11) STANDARD CONCRETE: a) Strength, Mix, Placing. All concrete, unless otherwise specified in the Plans or Calculations, shall attain a 28 day strength of fc= 2,500 psi, and shall contain not less than 5-1/2 sacks of cement per cubic yard. Maximum water/cement ratio shall be 0.45, and maximum slump = 4". Max. aggregate size = 7/8". Mixing and placing of all concrete and selection of material to be in accordance with IBC and ACI 304 (latest editions). Provide 5% air entraining in all concrete exposed to the earth or weather. b) Waterproof Concrete. For concrete applications that are required to be waterproof, the Contractor shall use KIM admixture by Kryton International Inc. (contact Marlen Hansen (360) 650-9038). Note that air entraining must be a maximum of 5% after this admixture. Contractor shall follow manufacturer's recommendations in use of KIM. c) Concrete Admixtures. All admixtures are entirely at the discretion of the contractor and / or concrete batch plant and must not affect the minimum requirements herein. 12) CONCRETE REINFORCING: a) Strength, Splicing, Bending. Reinforcing bars (rebar) shall be per drawings and sketches attached, and shall be grade 40 (Fy = 40 ksi), unless noted otherwise. All reinforcing shall be detailed, bolstered and supported in accordance with applicable ACI code. Bars shall be bent with minimum 6 bar diameter radius for sizes up to and including No. 8, and 8 bar diameter radius for bars larger than No.8. b) Ties. For reinforced concrete beams, walls, columns, pilasters, and any other element wherein the main reinforcement bars are enveloped with tie bars (a.k.a. stirrups), the ties shall be bent with the least radius of bend so as to envelop the main rebars without the tie bars cracking or breaking. The tie bar ends shall overlap the main bars at least one bar diameter. The diameter of bend shall not be smaller than the diameter of the main bars in contact. c) Cover. Provide the following minimum cover: i) Footings and other unformed surfaces, distance from the bar to earth face...3" ii) Formed surfaces in direct contact with earth 2" iii) Surfaces exposed to weather 1-1/2" iv) Surfaces exposed to salt water 3" d) Rebar Splice, Lap & Development Length. Splice, lap, and development lengths shall be per the following table (Table 1) unless noted otherwise. 162-06 Nome Budget-Triplex 071006.doc Page C 1520 Pa-,.er 6".:ay- Si ie'!=',Mount Ve Inn,WA 98211 s Ty: !360)124-3401 ray: C60)1?1-2063 • twwi.w!:Udstrn0.:nvi West Coast Engineers, inc. D I Development Length Table From ACI 318-02 Section 12.2 fc= 2,500 psi Minimum Concrete Strength Bar Diameters 2d (min.)Spacing And Examples • Minimum d (min.)Clear Cover Steel Uncoated Epoxy Coated Uncoated Epoxy Coated Strength Reinf. Bar Reinf. Bar #4 #5 #6 #4 #5 #6 GR40 40,000 psi 32 d 38 d 16 in 20 in 24 in 19 in 24 in 29 in GR60 60,000 psi 48 d 58 d 24 in 30 in 36 in 29 in 36 in 43 in Notes: d =rebar diameter. If bars#7 and larger increase length by 1.25. See code for negative impact of lightweight concrete and benefit due to cover> 12" Table 1 —Rebar Development Lengths 13) CONVENTIONAL WOOD FRAMING: a) General Construction: Pre-drill all nail holes where required to avoid splitting. Connect all wood members per these sketches, callouts, and the IBC. b) Anchor Bolts. Anchor bolts to mud sill, use 5/8" diameter x 10" embedment at 48" OC, with 2" x 2" x 3/16" heavy steel washers, wrench tight, unless otherwise shown. c) Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil. Selection of all metal connectors shall be per manufacturer recommendation in respect to the possible corrosion by the wood treating chemicals (including nails, bolts, Simpson or other framing connectors, etc.). For more information refer to Simpson Strong Tie 'Wood Construction Connectors' Corrosion Information (page 5). d) Nails. All nails used and specified in drawings and sketches shall be common wire nails unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter and same length. Minimum embedment into the main supporting framing is 12 times the nail diameter, unless noted otherwise. 14) PRE-FABRICATED FRAMING CONNECTORS: a) Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b) Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements (location, exposure, end and edge distances, nails, ... etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. c) Weather Exposure: All connectors exposed to weather conditions or excessive moisture shall be post hot dipped galvanized (ASTM 123 and ASTM A153), coated equivalent to Simpson Z-Max (G185, ASTM 653), or stainless steel (stainless steel connectors shall be used with stainless steel nails, bolts, and other fasteners). It is the responsibility of the general contractor to ensure that the connector chosen for treated and pressure treated wood, and/or saltwater or chlorine environments will be corrosion resistant. Do not use Ammoniacal Copper Zinc Arsenate (ACZA) wood treatment with zinc-coated fasteners. Fastener corrosion protection shall be at minimum per the Simpson manufacturer recommendations. d) Holdowns: Where holdowns are shown on the plans, Contractor shall supply the holdown, the factory specified anchor bolts, and factory specified bolts, lags, or nails that connect to the vertical member. Vertical members shall be double 2x, or single 4x material unless otherwise specified and 162-06 Home BuPde*.;-Triplex 071006.tioc Page D t 520 Parker itJay—Suite Y;', Mow*VP( ini• WA 482/S » TIC (360)474 1401 c Fax' (350)424;2053 3 W'.^:v.,,t,*.nosterlo con best Coast Engineers, Inc, E I shall be nailed to the sheathing using edge-nailing as called out for that segment of shear wall. Doubled vertical members shall be composed of either two full-height studs, or one full-height stud and one trimmer(of 6' min. length). Doubled 2x members must be nailed together using either 16d nails at 3" (.c. or using sheathing edge nailing into both members. Single vertical members shall be the full height of the wall, unless noted otherwise. Anchor bolts (for hold down attachment), which are too long to fit in the footing in a vertical orientation, may be bent in a smooth curve to a maximum of 90 degrees and extended horizontally within the footing. Horizontal portion of bend must be placed as close to the bottom of the footing as concrete cover requirements will permit. 'All -thread' may be substituted for long anchor bolts. • 15) PREFABRICATED WOOD PRODUCTS: a) Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members shall be designed by a certified professional engineer. The prefabricated structural roofing designer shall provide stamped design drawings with appropriate notes showing member sizes, forces, installation procedures, blocking, bracing, etc. The contractor shall conform to these drawings in the installation of the structural roof system. The Contractor shall ensure that adequate diagonal bracing from the roof diaphragm to the ceiling diaphragm is permanently installed. A girder truss shall be supported per plan, and if not noted in plans, at the minimum with (3)full size studs nailed to the sheathing. All girder truss supports shall carry down through the structure to the foundation. These supports shall be blocked through a floor at the minimum with a member of the same size or the same cross sectional area as the member above the floor. If the enclosed sketches include lateral forces which must be tied into manufactured trusses, the contractor/owner shall provide the truss manufacturer information about drag forces, where shown in the structural report and sketches. Truss overframing shall be per truss manufacturer or general contractor, unless shown herein. b) Plywood or OSB Shear Walls. All plywood on shear walls, except Type PW1, shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type PW1. All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms per the Callouts herein. Plywood, use A.P.A. trademark CDX plywood unless otherwise noted. Store and install in accordance with the recommendations of A.P.A. and IBC for shear resisting vertical and horizontal diaphragms. Nails. All nails used and specified in drawings and sketches shall be common wire nails (ASTM F1667) unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter and same length. Framing (studs) shall be Hem Fir species unless otherwise noted in the plans and sketches. c) Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1/2" over non- blocked supports at 24" OC. Use IBC Case 1 pattern. Nail with 8d (diameter 0.131", 2-1/2" long) at 6" on edges, and 12" in field. Contractor to verify all span ratings. At locations of overframing, sheathing is assumed to extend to the wall top plates (under overframed roof sections) unless noted otherwise. d) Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the Plans. Contractor to verify all span ratings of plywood or OSB. Where otherwise not shown on Plans, nail floor diaphragm using 10 penny (screw type nails recommended) at 6" on edges, 12" in field, non-blocked, per BC Case 1 pattern. Tb2-O5 Home Builders-Triplex 07100€hdoc Page E 1570 Pmrer Wrr --Ste'G.Mort Ve-ton, WA 937/3 Se; AO)424-3101 F-r.-: (3:0)414-2063 ua,vw ecoast,eng.creq ELops JOB I196 SOW Il VU°tr `t .-- ------- WEST COAST ENGINEERS, Inc. SHEET NO L I OF Structural and Civil Engineering CALCULATED BY \`/ - DAFE_777[0 (0 ___ • 1520 Parker Way AG, Mount Vernon, WA 98273 Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY_ DAl E ---- Web: www.wcoasteng.com SCALE -- k Z�1— A-t( —`t c l , , � ,= -- — ,r _ siimen L , . �, a I n r:CI y,.,,,, LG,_— 1 e> M ph I ' C� U SA... 1= I ! �r i 1 29 no F/P\c-f�2- (G �� 00 we.1 1 t) e 5Ar--'- E I-E\/AT I O NJ 1 A I z cei� �, y< ato �1 ®ems t � I VC �2c, 1. S C ( ti � 7e3 ps j , _ __,_ ___7____ , _e VI 047-C- Ot \HAL' ,„, �F SIGHT EL-EX/AC!!Otil L L r- ln-5 b I ' e.._I, ,Jot. '_ter Ee JAcri oiJ art rwU.z - - T RB./Er r, 9 • s4kF, -= 'JmJ.,"*:i r jjkjty;;;.lfi.. .:<,W..y,;; ..:, . Flle. Edit tlietti_lme a Effects. Windava Help, . . _.. i 2.: ', t8f;,,i :i C1 i> al.X 4 [ 'd =-' . i;torn ,.',�.� _.__._._. a .....-..,•'..: .`' 'd•;: ...,_:.y,,u`w,, .- -p ;,..Y"::..l..e_ ��" �1 . I4 DIS Sat ' U,.. ...Ix■ 1 {�j,.. <x t. .{'.. ymay _ LM t 'w. cby. '_ rs t J -. -4"'''',t - j N.41 • w` 1 1 , i7 a 1 j } r : ' tt -4 ,. lrff,7 JJ 7 . f': "r4 14 " ktt 'g.GIT 53G1 -.-;,:,' t ttIl ' - , t t� fl. g, MY/ M 1 1 _ I. --_ :,^II 1 ] filar::- - L ill gE. f' S� ■ i f 1 'iY J fS { 1 Y 7 i + sr €E v ��s, Flit i gill o ..,.. ut, ;" _ [Cursor.(ID07,Eia) ,Selettlan;0,0:3914,5319 W,H:3915,5720 - Structural Design Loads - IBC 2003 & ASCE 7-02 1- 3 Seismic Calculations - Per ASCE Project: 162-06 Home Buiders -Triplex Earthquake Spectral Response Accelerations - Approx.Site Location Whitney Elementary School-Skagit County USGS 0.2 Second Response SS= 118.1419 %of gravity USGS 1.0 Second Response St= 37.04186 %of gravity Note: Assuming 5%Critical Damping,Site Class B and 2% Probability Of Exceedance In 50 Years Site Class Stiff Soil Profile,D(Typ.) V Building Category [Residential&AU Others Structures,II D (&Seismic Use) Structural System Sheathed 8rg Walls As Shear Panels,R=6 1 Elev.Of Top Of Building hh=I 26 ft Design Categories Required Seismic For Short Period Response D Design Category For 1 Second Period Response D D 18320 Marriott Lane Height Limit(feet) 65' (NL-No Limit, NP-Not Permitted) Max.Allowable Story Drift 0.02 hsx OR L/50 Seismic Base Shear V= 0.135 W Wind Loads Per ASCE 7-02 - Analytical Procedure Applicable for Main Force Resisting Systems of Rigid Buildings of All Heights Building Wind Exposure ExpC-Open Terrain&Bodies of Water<1MiWide V Enclosure Classification Enclosed Building(Typical) V Wind Speed Type Input 3-Second Gust Wind Speed(New Higher Value) V 3-Second Gust Wind Speed 85 mph V Roof Pitch 1 6.00 /12 Roof Pitch 2 12.00 /12 Hill Shape Topographic Factor Not Applicable Downwind no Building Width Perp.To Ridge B= 35 ft Building Length Parallel To Ridge L= 66 ft Mean Height Of Roof(ft) h,°=i 22.0 ft Directionality Constant Kd= 0.85 Height of Hill or Escarpment H°= Narrowest Half-Width of Hill at Half-Height Lh Horiz. Distance From Crest To Bldg. Site x= Topographic Factor Kip= 1.000 Gust Effect Factor G= 0.65 Velocity Press. Exposure Coefficient Kb= 0.920 IBC Load Factor for ASD Wind- 1605.3 2 W= 1 0 (Applies To All Wind Pressures) Velocity Pressure qh= 14.47 psf 162-06 Home Builders-Triplex IBC-Loads Calculator Analytical 7-7-06.xls 7/7/2006 Windward Wall Pressures Internal Pressure 1_ 4 Informed Value Windward ELey1 92. Wall Internal Pressure ' 0-15 feet 13.35 psf 9.08 psf +/-2.60 psf 15-20 feet 14.18 psf 9.64 psf 20-25 feet 14.86 psf 10.11 psf Uplift Pressures 25-30 feet 15.44 psf 10 50 psf 30-40 feet 16.41 psf 11.16 psf GCp Constant Pressure 40-50 feet 17.20 psf 11.69 psf 3.7 53.53 psf 50-60 feet 17.87 psf 12.15 psf 2.8 40.51 psf 60-70 feet 18.46 psf 12.55 psf 2.0 28.93 psf 70-80 feet 18.98 psf 12.91 psf 1.7 24.59 psf Transverse (Perp. To Ridge) Longitudinal (Parallel To Ridge) Leeward Wall Side Walls Leeward Wall Side Walls -6.15 psf -8.61 psf -3.97 psf -8.61 psf (Outward) (Outward) (Outward) (Outward) Windward Roof- Windward Roof• Roof Pressures- Slope 1 -6.00/12 Slope 2- Based On Posn. Pressure 12.00/12 Down Ridge Option 1 -3.84 psf 0.00 psf 0 to h/2 -11.07 psf Option 2 2.02 psf 4.60 psf h/2 to h -11.07 psf h to 2h -11.07 psf >2h -11.07 psf Leeward Roof-Slope Leeward Roof- 1 -6.00/12 Slope 2- 12.00/12 Typical Elements -7.38 psf -7.38 psf Mid-Wall Studs 18.52 psf (Outward) (Outward) Mid-Roof Rafters 15.62 psf Slope 1 Mid-Roof Rafters 17.07 psf Slope 2 Snow Load Calculations Per ASCE Roof Shelter Selection Partially Exposed(Typical) Thermal Factor Warm Bldgs.w/Vented Roof&R-Value>20 V Roofing Material Obstructed,Or Unshppery Surface(Comp.,Shingle,Etc.) v Calculation Method Choice I Calc.Flat Roof Snow Load Using Ground Load Provided I• Input Ground Snow Load p,n= 25 psf Horiz. Dist. From Eave To Ridge WI = 20 ft (Max. For Slope 1) Horiz.Dist. From Eave To Ridge W2= 20 ft (Max. For Slope 2) Adjusted Flat Roof Snow Load pf= 20.00 psf Calculated Ground Snow Load pa= 25.00 psf Overhang/Ice Dam Load 2 x pf= N/A (Depends On Thermal Factor) Maximum Valley Snow Load p,= 40.00 psf Reduced Snow Load For Slope 1 Psi = 20.00 psf (On Horiz.Area) Reduced Snow Load For Slope 2 P52= 12.58 psf (On Horiz.Area) Balanced / Unbalanced Snow Loads For Hip &Gable Roofs Slope 1 -6.00/12 Pitch Slope 2- 12.00/12 Pitch Left Side Right Side Left Side Right Side Case 1 -Balanced 20 00 psf 20.00 psf Case 1 -Balanced 12.58 psf 12.58 psf Case 2-One Side Only 0.00 psf 30.00 psf Case 2-One Side Only 0.00 psf 18.87 psf Case 3- Unbalanced N/A ) N/A Case 3- Unbalanced N/A N/A 162-06 Home Builders-Triplex IBC-Loads Calculator Analytical 7-7-06.xls 7/7/2006 Wind Pressures Per ASCE -Analytical Procedure LCS 11.16 psf 6!00/12 o� a �ry�,f -3.84 psf -7.38 psf ®/ CoC® �� 2.02 psf 10.50 psf Zg [(CoL r 10.11 psf +/-2.60 psf 1 Ce.Z co r` 4.ci +/-2.60 psf 9.64 psf +/-2.60 psf_so.. -, -6.15 psf I� �'` +/-2.60psf 4 is , z°c re-s-r. I N N 9.08 psf ka ,23 I Fr- O p Iis _ 35.00 ft I I 11.16 psf Slope 2- 12.00/12 1�,�, *01 0.00 psf -7.38 psf W1 t.{�' b r7, -. r 4.60 psf 4 ��[� 10.50 psf �5 / 10.11 psf - +/-2.60 psf la +1-2.60 p f 9.64 psf +/-2.60 psf -6.15 psf !� +/-2.60 psf �- I _ (V �' 9.08 psf I City or Feature Name iitney Elementary School -Skagit County Desired Longitude -122.61667 Desired Latitude 48.51222 Found Data Point Distance In Miles. 7.85 - Bearing: S. Longitude Of-Point - . 122.60000 Latitude Of Point 48.40000 . • Whitney Elementary School -Skagit County Ss 118.1419 S1 37.0419 . . . . .._ . .: 7/7/2006 DB _ 1 e -Cu, l-�oV_�.e FJt c-S WEST COAST ENGINEERS, Inc. SHEET NO. t- CP OF Structuraland Civil Engineering - / fQ(n CALCULATED BY __ _-_ DATE_ [ 1(_ `i • 1520 Parker Way#G, Mount Vernon, WA 98273 Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY . DATE___-_-__ Web: www.wcoasteng.con SCAT E_ _-- p- , : : 41 a o n yz kp� t i 9 I[ eaL — �III°es ; l IC61_ t--41; I I ° , -I L _ ® '� 3 €. !--Ni• -.„,,,,,,,i. ‘; ; It 1 ° �-' _ c 1,..l1 (I 1 I I — I G 6t-t-- _ I E 1 o `4- t !G X C1' `/- ( 0 „f- 11 X Co 72 A 6,9,S- 2,0-t_, 1� t2 3 (r c 62?Ft� e �z�ti lei. tz2`�4 IT LA-) . Sz+-z.)c lI) LE -t 5-yr (" z>at)tq I( U.., c `f 5 Cp 0 ± t CO3Sh_ f t • 1z)x1t G �ob lust=t,J. tg-h0+372) 6 c- 1'7`f ttk' Qr_iJ,. 17c)<tco, F) (00- trt,t) Io `1-bal 4. UJ' z.- ZZ i` 4- vz . «CMJ C ��� c—c r. t) —A r Ice) PLR JOB 1(61 --0 )_ 'l Y/Y' ' I/i1 'v' 2211/- - ----- WEST COAST ENGINEERS, Inc. SHEET NO L. J OF _._ _ Structural ana Civil Engineering CALCULATED BY .17 [Qarf_ _- DATE /6/ • 1520 Parker Way#G, Mount Vernon, WA 98273 I Phone: (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE Web: www.wcoaddeng.com SCALE i L (,t)*(). 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INSTALL PRESSURE-TREATED 2x6 SILL fMIN1MlA'1) W/ 1/2" DIAMETER x 10r sLier ,...,..;:ye). fit,li, , , - r' ANCHOR BOLT i 9°x3"xl/4" PLATE WASHER • 4'-0" O.G. ATOP /LrZY J2. PAsf �nfJ• ., f +,' FOUNDATION WALL MINIMUM 2 BOLTS PER PIECE MIN. 12" FROM END } — - ( &f'� f-ICTE. 43 1 f?TB TYPICAL THROUGHOUT r_n1fL _ ' _. ;•s _ _- _ �i \`� II a• —.�' . ;- . . 1 a. .. . v.. . - . - ems- uffiss A, a, . _ f x / ' i 11 '; ,, 2. INSTALL 5/8" DIAMETER SIMPSON SStBI6 ANCHOR BOLT WHERE SHOWN 1 ( I � , 1 m i �` FOR SIMPSON P#02.6063 HOLD-DOWN ABOVE (INSTALL PER 1 PT 2.' LF•! r - . ‘ 1 11 MANUFACTURER SPECIFiCATIONSJ. CONNECT ANCHOR BOLT TO HOLD- _ 14 D . el' li I { �Qj (Li) I 11 tr k , J DOWN AT FLOOR DIAPHRAGM W/. SIMPSON CN8/SW COUPLER NUT 1 5/8" Q 4 a' `, Lil •i I' I • 1 I I 1' DIA. ALL-THREAD (VLRPY LENGTH ON-SITE) r _I • b ir, 1 ti 3, INSTALL 5/S" DIAMETER SIMPSON SST816 ANCHOR BOLT WHERE SHOWN ` C� ; ', 1� i` j -1_ I • W --- FOR SIMPSON P+1D5-5083 HOLD-DOWN ABOVE (INSTALL PER > t' --JO- Q 1 . ' I V �A 1 /T i '�"ti + MANUFACTURER SPECIFICATIONS). CONNECT ANCHOR BOLT TO HOLD- = 1....F 2'-8- .. - 4fl 6 -1 - i r .- . • I W �� j ii DOWN AT FLOOR DIAPHRAGM W/ SIMPSON CN3/Sill COUPLER NUT . 5Ia" n� - �k-t , Q f I ,. > r PIA. ALL-THREAD (VERIFY LENGTH ON-SITE) 11 :s r� = cc �il� Illl /� �i C� cv = tJig ilt 4, INSTALL 8/8' DIAMETER SIMPSON SSTS16 ANCHOR BOLT WHERE S#40WN I � ' 1 CI 1�t tt11K11 �j " di > ' + D� �; — 2*'S {L ICxiE I ''t� FOR SIMPSON PNDB-SD93 HOLD-DOWN ABOVE (INSTALL PER { ! 11�mFs s• y e: (;I,z � 1I 1 MANUFACTURER SPECIFICATIONS). CONNECT ANCHOR BOLT TO HOLD r hLC" T -1 \�� ° f1 DOWN AT FLOOR DIAPHRAGM W/ SIMPSON GN!!/BUl COUPLER NUT i 5/8" m I f I ; _ -- ` to ; (1 — — O Si Il �pf� 7� n� Q \I ?1 v [ O` D{A. ALL-TiEAO (VERIFY LENGTH ON-9iTE) = �i ro 11 V4 . . �" �(�" m N Al Cr ( i i� { �� - F' I ,, IA 1 i O -,• k ..! -4"` Ind 5, INSTALL 4" PVG DRAIN PIPE BELOW FOOTING • LOW POINT FORm Q ; ` v3 Ii II <„. I POSITIVE 17RAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF d 111 { �,�! 41 ,M �� �'ji`«,�Il�� z PERFORATED FOOTING DRAIN PIPE IN f'IF£E-DRAINING GRAVEL BASE -H __- 1H-" ,• ]I Oikt ' d Ir,'_o` 1; I 6. 6xbPOSTON90FELT. CONNECTPOSTTOBEAMW/ Ix4x16CsUSSET I W 1$ ` a i tirR - c € l' — BOTH SIDES OR SIMPSON IBC POST CAP (VERIFY SIZE). CONNECT POST I ___ , v rt A! POST -9�V J _ TO W/ SIMPSON A33 (OR EQ.) LED TO O T AND RAM ET ` r xft -_ __ -_ . We Z 0 FT*. N t - _ - — - - I 11 -•.-.-r -__-".__ ... ... . . .._ � _ ..._. NAILED TO CONC. FOOTING BELOW ♦. � ,. - a � � . {/ �"'. �o i- `4 Y �. FOOTING SiZEB GALCULATEta USING ASSUMED MAXIMi1M SO`L BEARING I c ii I f } F 0I-- NOKf I iI. 1 , lt OF 1,500 POUNDS PER SQUAREFOOT IA I! M - f ,`` yy v:2 - - t+F,, -1- r. VF:1,14L_ C+v _ � 'I _, 41-'L'' 11 tot T id ! I S. INSTALL *4 RE BAR TOP i BOTTOM OF FOUNDATION WALLS AT t t { ( ` ! j 11 ALTERNATE BRACED WALL PANEL. LOCATIONS (PER IRC SECTION I _ _ N fp 04 '' 11 ' I I T' t J- R602.10.6 I ro' H T 1 litM `. f �.. _\ f( V W � i'-2 x 1" CONCRETE FOOTING W/ (Z$4 REBAR CONTINUOUS r. Y , F � x {iiI il I:r L� 1�j • • C , ~I B 1'-4" x l" LONG. FTC. W/ (2P4 I�BAf2 CONT. 4I i `! 31-__ etc Lev 32 V�5 G `Nit 4IcUY Q II tit 1 5� Z (�.' O- j YPiGAI - t I a ij I " " '� rk , � a 7. �1 I C 1'-6 x T CONC. FTC. 4i/ l3)'4 REBAR CONT. if ill ` X.14) —� `N. I O 6" CONG. FOUNDATION WALL W/ REBAR PER IRC TABLE 404.1.1(2) \ 'YuI - � ' ..---(4 N N N _ III ' 2-0 E B" CONC. FOUNDATION WALL W/ REBAR PER RC TABLE 4O4.LI(2) q�p. a .� �q - P. • d - �E2x8 � � _ 2'-0" x 2'-4" x 8" CONC.. PAD FTC:. W/ (2)*4 REBAR BOTH WAYS t 4x4 ! I �� / t \ 7 : L, L 1 ' !t~ ?t /[aF '2 ;} G x -N ` - r— le POET ON FELL E I It C+"� ■ z x x �/�\ =� At I. C 14 DIG. t I N } ` t'� t (I L/ 2'-0" x 2'-0" x S" CONC. PAD FIG. W/ (2)*4 REBAR BOTH WAYS 7. a hI (osor..)' 7 . _9 5,.._ ,, ,..........., \ I I I V3'-O" x3'-O' xlO" CONC. PAD FTC,. 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G� =�C Give i �'� a`�" �;��+� �J�zI F� w/Go1J rr r 1 W I N ( 011ir 1 . 1 f �j rap (} 1 #41 I -- 43 Ali yam- - H COI: .. . ,74 1 ..ella %1/44. L..,I at- • If2xlo � 4 v a W q� DeK,1. t� I czc� P_1r� or � In , M . ii \ ;C� Pk �,, �� r !a O.G- I for -3. cA : 2xt� ///,,,,C 4 s 4 met-1 r 0 Lr a 12" PACrt F01-.1. • i c Li AI- 1 E-I-f�+L er 2.•c El )-1 i i �'D F� - r7i T�Le G�!✓ CX I? pG I I . . 51 id. '' • esasim 2 x 4 N.I I L-a 1 > f "L4" 1, 2,�" ` /l. —0 .. - - -J• .s_� lart, . cHeasten sawn I Li A II - .�JJlJ �Ilpp�r� --4 ✓9` FOLD Kt 2fa iT i 0 Q ..f,•k.l JON NC. 92,-13 [COI -1-1 FccF I7aT,A.} L_- - - it/a!"= 'Lc" ar~caaT --N.- - I1'- 11-0" rifer WILDER TO VE,RIFT ALL ottesiots. CCN/4RucroN TO COMPLY WIN THE 2003 MTEiINATCNAL CODE AND ALL APIPLICAMILE LOCAL STATE AND PICSIRAL OWI.OINK. coon coif_ r-nip l i ifa GENSL ill T91: r �rz< e z8( 6.r•�tb �` rcJ c,1.� z J�Np SMOKE OET€�ICS Iv�lonw �r I. vat DIMENSIONS SHOWN ON PLANS. no Nl7T rr-Al F OFF >sLfltH � �`- .Z rc b " dJ f r r' V +r,, VERIFY ALL FIXTURE TYPES AATIONS ARE 5IGNERS 5unSTION ONLY. T'IONS WITH OWNER. rD � S,`c� �- v-e `f ,0 1 2 FRAME MAIN FLOOR EXTERIOR ulAL15 W/ s? i/1" 2x6 OPUS • 16' o c. 4\ ���S� Tr 6�` r VENT ALI, EXHAUST FANS TO OUTSIDE AIR TYPICAL r r- f Cl�d2�, 2e--d TYPICAL FRAME UPPER FLOOR EXTERIOR WALLS W/ 11 5/6" 2x6 STUDS Qt� `rl O / / --- .-f '1L-O - , • K' O.C. TYPICAL 11 1'L i 8'' + 2l0 -0 / / 3. FRAME MAIN FLOOR INTERIOR WALLS W/ IQ 5/S" 2x4 STUDS • 16' O.C. Wi r '31 d 21-e / 2'- :�y 23`-- y vs' GYPSUM WALLBOARD BOTH 610E6 TYPICAL FRAME UPPER FLOOR INTERIOR WALLS W/ 12 6/6' 2444 STUDS • IS' O.C, W/ 1/2" GPM BOTH SIDES TYPICAL 4. ANGLED WALLS TO BE 46 DEGREES TYPICAL UNLESS NOTED OTHERWISE O 6. WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL I ,� _ V {ILj~ I U 6. DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYPICAL UNLESS NOTED r JI 1 __ - - '/!1 OTHERWISE ON CONSTRUCTION DRAWINGS I \d I It), r N I / --- I' Q 1. WINLESS NOTED OTHERWISE USE 4x6 Hr•2 HEADER TURNED ON-SIDE IN _ aa• EXTERIOR WALLS ABOVE DOORS AND WINDOUS U_ LO. (NGIE: LI ( ;�$ t 1�1�n,1 �� HEARTWO00 BEAMS+ARE NOT TO BE USED W/ 4x DEPTH). BEAMS AND I r J F G Et XTJ Fz�� N HDIR6. TO HAVE i V2 MINIMUM BEARING TYPICAL U.N.O. (BEAMS SHOWN - rk O �- - r1 'I' \ Iu -\"' t y P ARE MINIMUM REQUIRED OR BETTER--612E AND GRADE MAY BE \� 1 / - _� r. INCREASED PER BUILD/MI6 DISCRETION) 1 'b4-� y f7 - 'Q \ � ' \` N ( • l'1 W i Q k . lG*f '. h1JI IGN TO RX I�su� �s _ / , k �� _1 _ OF Oi11La r DILL t '. IA I V S. REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312.1. DECK I 1 1 '•TY ------ .,/ 5 RAILINGS TO COMPLY IF DECK 16 30" OR MORE ABOVE FINISH GRADE II C \ I +� I t` J -' \ �//J'I _\fel I r E L.-c-L.T R'GAL , (VERIFY ON-SITE). '1 / � -''l\'/\ I i, 0 O (V rr r > t lvr�' r� tir To Tar N -A 1 f -4 0 I aF o Team b1JL.� \ u -1 A�1' , 4! �. LJt�I I_1" G • °o `� 6: S. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO I - -\ 5D _ _ I n:;= _ _ I COMPLY W/ RC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR ti / - -� `V I _ - - �O - V (4 - VI-1.-rA, }r'/ �N1 t W p[ MANI{I<ACTURER) c‘l ' P� f/1 r C� 1 _ 1, r ,•24 �,., \ «iEVI �iEU� 7 ill r/ 1GOy o. WHERE 'ASP' ro NOTED ON PLANS. 3 ` 0 I I _', /Q ' 14 --^ 'I N INSTALL V2" COX PLYWOOD OR 1/16" OSB SHEATHING (VERIFY W/ - 1 ' N� - � -- r 1 � I1 AY/L:1 \ - N Z - CONTRACTOI� BOTH SIDES OF LOWER FLOOR WALLS (2-STORY / ' 'aJ - - - / I1 'll f c �� -� 3 1 CONSTRUCTION) AND EXTERIOR SIDE ONLY OF SINGLE-STORY WALLS, 1 �� 1 "-�"-"� --'�++h ' A - 11 f +I ���-'-� �' -1 -,, N �S:W j C7 USE Sd COMMON OR GALVANIZED NAILS PER IRC TABLE 602.'XU. I - - 4 �� - -� N/ _ 4 ALL EDGES BLOCKED AND NAILED. VERIFY NOLDDOILIN TYPES " .,� M J K i - 'L ® { '+ O :.,4 110 I B • rLOCATIONS W/ FDN. PLAN. STUD ANCHOR BOLTS TO PENETRATE 3 i I I N I I I __ - fA ;TT �� \ ` I i f -Cam. r * OP WOOD MINIMUM (ALTERNATE BRACED WALL PANEL PER 2003 1RC, ! 1 '' r ll = SL i( i ib �� ' I, - -.=-. - -1 -I SECTION 6o2.a) i 1;1 I 0•� -�._ / , 'it J.., _ i / �( ; "l `'jam - _ .��re _ d f� G i g u. WHERE "Sr IS NOTED ON PLANE. ro- . \� O II . '" S 0. ri t 1 II I r te . ,_ A�I '�J �� 'S , w , INSTALL VY (MINJ GYPSUM WALLBOARD PANEL 4'�' LONG DOTH I [IQ • , 'I 'II r �/- ' i� ¢J `N7 � --1r /� -�'' (Ili SIDFA OF WALL. OR S'-0' ALONG ONE SIDE OF WALL ONLY. NAIL W/ I �� � illI _;� �c:[E'. » ,"• ,, �' 5d COOLER NAILS OR USE 1 5/6 WALLDOARD SCREWS • l O.C. (PERJr '� 11 -- p II IRC TABLE 602.3(U. ALL STUDS AND PLATES, STUD SPACING 24" O.C. / ----`_ _-'� �- 1 .= 11 - -- -- .... 1 1 - ,f __-=-- I1_ _ Z' I, .�-•�_ �.,._ - . -- _- ev . =�__t =� ,ti t .� rrrrr /�' J+�. -i. :z '�►� _ .'-�;rArc„ C-- i / • / �I _ • MAX. VERIFY INSTALLATION OF OBL JET. OR BLKG. BELOW -� I 1 Mil J+�+.a-�s���_� - ���" _ .: _ INTERIOR BRACED WALL PANEL PER 2003 IRC, SECTION 602.IC) I �`. ;I.� 1 �oQ ���1 ! I III ,� �� H ' Ir �' ( N B. j eni a 2. VERIFY STUD LOCATIONS AT ALTERNATE BRACED PANELS DURING `� tt 00�_ -.�rl. I �� 1 iI -j �1 I,' el FRAMING TO ALLOW REQUIRED CLEARANCES FOR HOLDDOWNS TO BE 1 l i I� _ - I N /�/, ::\ ._.1: INSTALLED CORRECTLY (VERIFY W/ MFR. SPECS. X INSTALLATION ' __ L N I, �� f INSTRUCTIONS) O ,I I 7 _ i I - -- - - - / _ rI Kill) - -, _N, 19. COMPLIANCE DATA FOR THE 2003 WASHINGTON STATE ENERGY CODE IS cm 1 td L `�- .� ri _� - -0 - AS FOLLOWS. \ (V I ) I U FLOOR. R-30 I �� \�) 11 _ - WALLS. R-21 ( �� CEILING. _ -� _ I - i! � DOORS. U..200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) I�I _\ fl 1 / �+y WINDOWS. U..400 Max. -' - - I�\"' N I ; �I1 O rl - r1 , GLAZING. ISS.S 6,F. • 0.61 OF FLOOR AREA - id' \�, ' � � L' ILp `JFURNACE TYPE. GAS v \f � , �L� 1/2 11 I J`REFER TO 2003 WSEC TABLE 6-I, OPTION III (CLIMATE ZONE I) 1 ( . CJ- PRESCRIPTIVE REgIJIREMENT6 FOR GROUP R OCCUPANCY FOR r ..- -' ...... • / II ADP - -` - -- ./ ` "- 1' hTRderthcAL / VERIFICATION of THE VALUES I _ © `Jt-J I-r ,' _ c+ 14. MINIMUM REQUIREMENT FOR ATTIC VENTILATION 16 A6 FOLLOWS iI FI -N j f- 1 •• (CAI-cULATED • inooth OF ATTIC AREA), i j I ?� �4 ) _1 rem mom 4 spec , •›' �/ a MIN. REQ'P 216.6E SQ. M. .�-` I ; 1 1 g _ �-_ �e A c_FS, ` �u "J rf' r "1 . ACTUAL PROVIDED, 510.60 5Q. IN. - °� I ; 1 r ;© Cif-C. .- (per � 1 r VENTED sues., 160.00 6Q. IN. Ai • 1,47E 6Q. IN. EACH) C {/��) I `7 h�I. .r L�Oi.1`/ RIDGE VENT. 360.00 6Q. IN (30. L/F • R 6Q. IN PLF) I , I �/ a "W Z LOWER ROOF, 5- 1 2' S 1! I'y ll',, li� I iL 7 tom' N �V in n MIN. REQ'D. ius 60. IN. J -" I a'_'1/ " ' I'-2• 31_ . /t. `� - r I __ -_ N I v J ACTUAL PROVIDED. 2n.f SQL IN. j - ,j) • 1!' • n I r• I(� , •I -I 9-I 1 5 3 ' 'fj'-I 2 fl%2" N1 2-0 •..1I WVENTED BLKG.. 31.10 SQ. IN. (4 • 1.42E SO. IN. EACH( EI !I X �l�K[I.I_ FI J VPNT,IrFt ASH. 160.00 SQ. IN f20 L/F • 1 OQ. IN. PLFi 1 I +. 5.�'-.�=: .�_ .: " .�•. _ ��_ .+ �.-,- -C TIC V I '^ B. SEE ELECTRICAL PLAN ON SHEET ! OF 4 FOR LOCATION N SIZE OF �T ( _ J.. '''jjj 'Al' - -- ; 44 ..Jr i __� �il� -". ' _ - =' _J•�. s� _mac .: �l�. � �'a L---:y t [DETAIL_ CILV, EXHUAUJ6TFAN5 rt� tll , I� -1I I ' • REI-J' ■At - �1 I „ u N i • /C I, lir iii � ■ V�L B. `OVfI'*'L �.. �J K. INSULATE All ACCESS DOORS/HATCHES TO CRAUL6PACE5/ATTIC6 ! lX ` -: - i . ..4 I y TO THE EQUIVALENT RATING OF THE IP•NILATED FLOOR WALL OR !' OIJO. 'l, � la ca (s) r� ���111�1��� _ �' O `qti i _ CEILING THSROUGN WHICH THEY PENETRATE V , J - T j , PI Q i11 . �J � - _ ' m -•,• Ill Ill XS1 { - .. ' ,43g I _ `q� ! i, • - 14'-0" ��� van- ✓ s lOr'�k g `� to �." BEAM SCHEDULE �, � _ % >� I = i y r- li �II . _pt Z ,- P Awe 3- - .� � I �' BMW 81ZE TYTE REAIN�RKS ! �-- - _ _ �r`a,"'sc- .- I �' °ilE ► N o-gr-- 0 1 , i 44111 arX. Z I' N o ,�.s �� �r I 1 ' jQ - , . A. 274--d' h t A I Oi ? 6TI�cIGTJIrAL_ ' < =IN Cl ~ ---4-�j i?Y-�.�$-4.0 - .. �a�JfTi'7M1 ►�X-N1NiiJ Y•"jI ___ _. _ - i! '1 V (N� I I 4111rn \. _...-.S _ 11 _ (�,.„. e 1:k . -5.'2.5x =1_`5--f..ori I - ..-- FY -- _- " _ .\.i. f / ��' t no.G. - .-0�. i S \�A trTa"�?'a �� i ISPr a I 2 8 i r \, -1 \` `�S` 2 I Z / 3 �� / / V 0!�^A- I O 7 4 2 2 0. " TG G I0.' Q.G. P, N ..a.6-x-c}.5 2.:Q- -- -_: : W �Ga411 I SC�I Fa�K r t jr s C ' ' - i. v P Nt ( NI !1 � M .#2 I " ti , _ r- I � `\i I Casa GAR cr- s.,, , QT y ( I ® V oW1NPOV SC DULE , Ti r i, I. " 1 I , I � I owar SIZE TYIE FUME nt€A(S.F.) cmrtrY REMARKS , _._ ` I . � � i I N 71.....kar _ I' I � Aar • L "'cis- = .. TA.I? lj : _ - )11 F�LiE t3M. j �J �_ --- ;_ 1'1- .. .. _:.f_ �3es'iD[ T - _I�oAIS Efri t/Ls . ,' (r)y ° " ' �d 1r ,TAru'..►.l„i • _- :es4 - _,..__ . . _:00.1. g __ -_ • j , 4h-.0I,r 21 r 2'- 23' 12r g,r �,�, 101 g.r /„ r / / wA A. o JMI .. ti 2-. _ ._T / ' / / / G-O - 23 -Q 2 °` I' V _ _ o 0 - s*.a - --__ :_. _.. - LI -U g. _ ._- t�'L.:_ra MAb._1 =1. f°L,A.-1 - �un, DATE,11a+4rs : -7 ---,�- -- +• ,► _ � 2iGQ.. { _ - LI / I rso 1 I 0 _ Mfr.-.4- .F . _':WIT I/4/.s l eo, 640 o f GIRz cs-JT 1r'.S w _1 _ . -._{24k,.--_ . __:�- '---2d..L ` _-V.- - - ��Li (?� 5 (uNlr 'D Is 3c.F t. c,Elc) sHun � q 1 I ap (c, I, 27G ,e 4. F Fee. T, IOT/L - � � 57 L- 1 I 3 ` _ s8 3 4 g BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY 7 WITH THE 2003 INTERNATIONAL RESIDENTIAL CODE AND ALL \ • �� Sq APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. O• Eat K •(VOMIT• -,'1 • 4 7 } k .C;7'SA` 1 : '" t m1JYI4°vr `z "€yt f aL' ; ���e' a.�s..s*d'Y_'r:�=s'��a � ,.,;3 k'1.,9 y`:�'zkts��3'i> -.;.#. .T,_.':;s0ig .._ .).,,: ,�:.:" _.r.. K..>.:f-cc,a:t...r .:�*;. 1 GYPSUM WALLBOARD,WOOD STUDS � �� '- Base layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to - - 1 ' each side of double raw of 2 x 4 wood studs 16"c.c.on separate plates 1"apart with 6d X X coated nails, 1z(e'long,0.085"shank.1/4"heads,24"o.c.Face layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to each side with ad coated nails,23/a"long, 0.100"shank, 1/4"heads, 8"o.c. Joints staggered 16" each 4ayer and side. Sound tested with 31/a" glass fiber insulation -X ` �' stapled to studs in stud spaces on one side and with nails for base layer spaced 6'o.c. • ` / /Horizontal bracing required at mid-height. (LOAD-BEARING) J \ \� \J/\�/ ' Thickness: 103/4" 7.''' �' 1 Approx.Weight: 13 psf `-'�-`_____ Fire Test: See WP 4135 7 (FM WP-360,9-27-74) i Sound Test: NGC 3056,4-7-70 i -v.' kl s _..4 . 5t.ti`- 4` lR GYPSUM WALLBOARD,WOOD STUDS ry - Base layer 5/a"type2x X good m wallboard161o. or gypsstaggmered a veneer" o.c basex applied t right plats with to each side of 2 x 4 wood studs t6" o.c.staggered 8" o.c.on 2 x 6 wood plates with 6d coated nails, 17/e"long,0.085"shank,1/C heads,24"o.c.Face layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to each side with Bd coated X-1j LIL nails,23/a"long,0.113"shank,9(sz" heads,8"o.c. -, X — Vertical joints staggered 16" each layer and side. Sound tested with nails for base layer I spaced 8"o.c. Horizontal bracing required at mid-height. (LOAD-BEARING) - J Thickness: 8" Approx.Weight: 13 psf Are Test: See WP 4135 (FM WP-360,9-27-74) Sound Test: NGC 2377,5-19-70 This Space Lett Blank 66 GA-600-2003 a REVISIONS BY ROOFING PER ELEVATION SHEET ------- -- - _ 30 • BUILDING PAPER - ROOF PITCH PER ELEVATIONS AND/OR I/2" CDX PLYWOOD OR 1/16" OSB BUILDING SECTION - SHEATHING (VERIFY WI BUILDER) ENGINE TRUSSES • 24" D.G. - 3/4" T4G PLYWOOD ,/ j 6 EXPOSURE LAP SIDING PER - - 1. - (GLUE 4 NAIL TYP.) INSULATION BAFFLE FOR I" MIN. = - OWNER AND/OR BUILDER , AIR SPACE ABOVE INSULATION ', ! FLOOR JOISTS PER PLAN) •% = " -_.._ FLR. JSTS. PER PLAN �� / INSULATE RIM JOIST TO �y 3/4" T4G PLYWOOD SIMPSON WI (OR EQ.) EACH TRUSS - 1! I GLUE t NAIL TYP, 1' 1 1I / % l MATCH WALL MINIMUM - _ . ;Fs I OWNERLAP UING (VERIFI TT AND/OR BUILDERS W/ 2x SCREENED/VENTED BLOCKING ;;% . _ _-- -- -� 1 � • _ L, PER I-JOIST MFR. I1 ��• r IST BLOGKMG W (MATCH TOP CHORD DEPTH) �` J • �t_ RIM JOIST MATERIAL PER — al._ RIM JOIST MATERIAL n CO i n ` I-JOIST MFR. (VERIFY) E ,�, - - �j \ / --------- TYVEK (OR EQ.) 2x STUDS PER GENERAL INSULATION PER M 5/4x6 5152E CEDAR OR PRIMED % GENERAL NOTES N. NOTES ` + SPRUCE FASCIA W/ 5" CONT. -- ¢ METAL GUTTER \ I/2" HIGH-DENSITY 6" MIN. mU1,. \ I/2" HIGH-DENSl7Y OR 5/8" TYPE-X BLANK SOFFIT BOARD - J I/2" CDX PLWD. OR l/16" OSB GATT INSULATION PER sau=oiau=m � 2x RT. PLATE (ANCHORZ OR 5/8" TYPE-X STUD FRAMED WALL PER (CAULK EDGES) =ui_m-W_ o ^ ° \N- PER NOTES) • SHEATHING (VERIFY W/ BUILDER) GENERAL NOTES '� Q GWB CEILING TYP. ai,._iil v, U it OVERHANG PER ROOF GWB CEILING TYP. GENERAL NOTES ( _--9I 'nl . p� au=m LIJ FRAMNG PLAN = (2)2x TOP PLATE (LAP " A NOTE ' USE PRESSURE-TREATED L� �� ` �, (2)2x TOP PLATE ILAP L �/1 - SPLICES 48" MINIMUM) CONCRETE FOUNDATION ° Is ' JOISTS IF WITHIN 6" OF J ,:! O STUD WALL PER GENERAL NOTES - iv SPLICES 48" MIN. TYP.) PER FDN, PLAN 4 NOTES - 1� -- FINISH GRADE l/ill ' O M ROOF/WALL in DETAIL FLOOR/WALL DETAIL _ DETAIL LAP SIDING DETAIL Z N J -__ � � CANTILEVERED FLOOR DE L C4) C---- ----- SCALE: 3/4" = 1'-O° K4;1 SCALE: 3/4" = ILO" ` ,� SCALE: 3/4" = I -O" KD/ SCALE: 3/4" = II-0" CO OLLNN IJJ N IlL/ + 1 r____ __ _ D Z 3/4" T4G PLWD. SUBFLOOR (GLUE 4 NAIL TYP.) W O O Ids L_-_ — - --I = _' �—v 9 Li I-JOIST (SIZE 4 SPACING PER 3/4" T4G PLWD. TYPICAL ` _ -_• 1 W FOUNDATION PLAN) FLOORS 4 LANDINGS - - — K O f. AL I — — - D RIM JOIST MFR. (VERIFY)FY PER FLOOR JOISTS PER PLAN __JI i ' n (.0 N I \ lii, Err S DESIOCKING IGNER (VERIFY Ix8 RISERS TRIMMED TO l t ly- -I -�- -TO UNDERSIDE OF WALL U N 2 1i�1 - - N d Ii _ -.___ ROOF y 4 / u I W/ MFR.) FIT (VERIF' ON-SITE) I 1 _ - = SHEATHING Iil _ I] i I I/8" OSB TREAD TYPICAL r — - _-_` I ii 6" MIN. f��\ 2x6 P.T. PLATE (ANCHOR POST TO BEAM CONNECTOR Id' MIN. I Y t �� I - I' CONT, FILLER a 111-- Il=nt�1T=III - PER NOTES) ll -- - Ilt it�'U- ° s - -- PER FOUNDATION NOTES ` - / CONCRETE FDN. I) m ° .° BM, PER FDN. PLAN 1 1 PER PLAN Mr, I I+ " -l'. - ' OPTIONAL JOIST/ nI r \ IN � 'r', �. - RIM LOCATION Ii' `1 III • POST SIZE 4 SPACINGts- SO' BLDG. _ _ _ _ �t- FOR ST IINGER _ct,A1U�_ �v^�iU\h i .,,� I PER FDN. NOTES I i PAPER TYP. I 1 N FREE DRAINWGE 8 a " ° a ° " 4 3i4 MAX. l I/2" GYP. BD. -- n o k _ IIL GRAVEL BASE 0 se° n °_ • t n o i. °e . t - 3. L - i .40;0 ° I_ t•T 1 d;c1 ?J �1 2x4 BLOCKING (Tl"P-) 2x4 CONTINUOUS NAILER UUtc lU ( . z .t. SIMPSON A 23 (OR EQ.) I ll O Wo 0 GONG. FOOTING (SIZE t 6-MIL VAPOR NAILED BOTH SIDES TO M I �-- REINFORCEMENT PERES) POST AND FOOTING RETARDER ---- - 3 12T DE 2 STRINGER P. 1 (IRC SECTION R407.3) i X Q I Z 1i 11L _ w = - -- — � ) — - FLOOR/FOUNDATION DETAIL STAIR F • AMING DETAIL ( � -- - SCALE: 3/4 = I -O SCALE: 314" = 1'-O" (X . / 1 I ^ P � SASE LAYER 5/8" TYPE "X" GYPSU dALLBOARD OR GYPSUM VENEER - - - ' -=1 vQ ��VI'‘ `Q Hi BASE APPLIES AT RIGHT ANGL - 0 EACH SIDE OF DOUBLE ROW 2x4 1 - - • --- ------ 2x6 S4S CEDAR CAP RAIL (EASE EDGES) 5/8" 11 - COATED S �h �' (�v P Q UI it NAIL�YPEB X OGYPS oWALLBOARD/OR GYPSUM VENEER LAYER II i ' 0 WOOD STUDS • 24" O.G. ON PERATE PLATES I" APART W/ 6d Ix4 6152E CEDAR RAIL BOTH SIDES I BASE APPLIED al• OF PICKETTS TOP 4 BOTTOM AT RIGHT ANGLES 0 EACH SIDE W/ 8d COATED NAILS, 2 3/8 LONG, 0.100 I JJJ J �v O 0 " ' / MAXIMUpAR M 5.5 I O.CTTS JOINTS ST • GERED �6" EACH LAYER 4 SIDE. SOUND TESTED _ _- (JA• - L Z ri • NOTE: '4 �, FACE OF STRUCTURE }� �1 Ii 't ... _ \� �� re- 2�\ I IL O Q Q m RAILING NOT Z W/ 3 I/2 LASS FIBER INSULATION STAPLED TO STUDS IN STUD O REQUIRED IF P.T. 4x4 OR CEDAR SPAC- ON ONE SIDE 4 WI NAILS TO BASE LAYER SPACED 0" iv U DECK IS LESS ' - - POST BEYOND , O.C. HORIZONTAL BRACING REQUIRED AT MID-HEIGHT (LOAD E a THAN 30" ABV. / B •RING) r V FINISH GRADE \ Z-FLASHING BEHIND SIDING - I Z O 4 ABOVE LEDGER (W/ DRIP) II 1)I ;Ili- 5/4x4 S45 CEDAR DECKING 2x BLOCK G BETWEEN I-JOISTS / 7 �_ FLASHING TO COVER WOOD - ^ it/1- 11 iF (VERIFY W/ BUILDER) W/ (2) LAYERS 5/8 GYP. BOARD > 01 4" MAX. I FRAMING a GONG. POUR > (USE FILLER BETWEEN ENDS OF T ( CONC. PATIO/ ENTRY SLAB PER -- N 1 iiiBLOCKING AND WEB MEMBER OF /J`7 FDN. PLAN t NOTES I-JOIST). TYPICAL EACH FLOOR „.• j P.T. 2x RIM JOIST - i" i - • - T- - �� _ (2-HOUR RATED WALL PER GYPSUM i / 4 -1 a " 7 ° -- 4 -`r- 01 _ - �- ASSOCIATION FILE NO. g II Incsn• "� � P.T. 2x BLOCKING •• BEAM --�' LONG. STEP PROFILE ° �'n J - p'n / ',pi I� L ti 2x P.T. LEDGER CONT. W/ SIMPSON + 1 / ' e, P. x Lov�Cn�� �a LUP26 JST. HANGERS (OR EQ.) SEE FDN. PLAN 4 o e- v , ° I \,° o , ; � Cam^ �c �Cl x r 1 r 'ZIP a� CONNECT LEDGER TO RIM JET. W/ NOTES FOR DETAILS 0, a0 ° ° � 6.4p . • jam br- �1 Nora: — 1 reb z "` 1:72 � I/2" DIA. BOLT W/ NUT t PLT. WASHERS >� EXTERIOR STAIR TREAD 4 STRINGER - „ -�/ - f-37 ' • 16 O.GA, hi kif !. '° 0 ° j °• 'i IS THICKNESS MINIMUM fl -�t ° 8" CONCRETE FOUNDATION C2006 It' .. ;?' FINISH GRADE % - ,� „ ICsN CONSULTANTS, INC. :s r DECK SUP1°ORT BEAM, POSTS a '° I Id'° y. WALL W/ I6 x Z CONC. FOOTING " 12" MIN. THICKENED SLAB EDGE PROFILE 4 E 2. ,r OS$ s DRAWN +a.'. AND FOOTING SIZES PER PLAN a• a (SEE NOTES ON FON. PLAN) , , n , a1 �6 }` �rq ,R { 'n E 4 '• — u w -/- n 7n -- 2 ` -\ v" J�- •'� CHECKED ed BEND =4 REBAR 12 x12 INTO THK. SLAP • _—__ eir .",,, 24" O.C. VERIFY W/FDN. PLAN 4 NOTES } 3? �3 I 1 it,," 1`' n` °IL DATE I ' � e "-il=nl�n�ilr�un�u_u =n=iil , 3 { i v _ rGb1; C� I 14 O O 1, h MAY 11, IOOtr �,�, DeC�, DET,�IL � PATIO/ENTRY SL„4E3 DETAIL 2 -IOU �' UJ,4LL DET,�IL � �, p) ��OLTS �13r3�6• SCALE: 3/4" = 1 -0 SCALE: 3/4" ■ i -0 SCALE: 1/2" = i -0 oLX -tom !� SHEET . ' M ,' ,' - , BUILDER TO VERIFY ALL DIMENSIONS, CONSTRUCTION TO COMPLY 4 ,„, {4, r. ' , ;; ' , + ' $ I - • WITH THE 2003 INTERNATIONAL RESIDENTIAL CODE AND ALL �.ry fi APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. OF FOUR swarm y '"' * a f• JyI, x - • I 11, 4R ' .� ,z , J ' ti!:.' .y • ,lt, yy� � 1\ 'r.,� .�- 4i , r*. .r T e i , T •/ ,I. %P •`^R ..' p"ry ro' E'J''g�'w ,-} !';4 _ S 8 •s `t 8 'b . - ' ... t. �� "k p �. +mn.,+... � :(J'+M . 5 ,'b,�L.• � :y 'r g MJ y•••4"1. i, . k� 4, & ey ' p '6 r . .; , -i,i Y • , c �{ 4 . i6,1,1 :'l. -r ✓. , oalt,4 r 4' -Ti '" ) ' {, "xz =' '; '� 't9^''' 3•.. •5'. c'L ,.x . ,i, .!". - ` t {'.ay�".:4 t^'.;n�pw. , ..„ .AN rR. � `.. • k4s . .+,h ._k nt "4- ,.+ a.. : rtAv „, Yi, - - i`'.. l�x§/ ♦: ti.Kn,♦♦�� 4i; �,' ..1' `/ ' A ! , f �" ,rM• �•LL�' ,Sx.! '4 t .I.r .1". tM�I" y,• `�. ! ,,rr 'a; >. `34i. r' i , my ,"�1h>'•1�' $ $4 5y, "',{� ,f. 1- f " ,e r.$v P': h w p. .i S}' ,'N' e ":d," ,H 't ,�yy:.'$" '1 a z ' cc' .i", d . i9. "r?�+, � n �> ,.ate �y�� ^:13;r .>'nwe k�a. �r .,t4' `'?. ..a n k x. > ,.. P , "'l ',V 7M,, l 'k`• qcd -.°fif 4 a � � - ✓�'a. ° a .r �;,�. b d. y` , .r � s,fi, �>�,.�pr'� -^r'�F p, w.�: �$ .,,, 5: .� ..,' h�� a"tY a`^� z Y. 'f >ae .. ., . . ,S ... �..A .. { � � . v J ':'�'�"#, .. r:-h: t„ . .. ''S»o�' 'm+A, a. , zw ` •'�,ti.? :;F °''�- '.i," 'ua`.?,YYn :�' �i � '�' ` t ..., •''!�,, � � , o �: ;RAr "}n J" Y' � NLS u A '- , rs L ` . ' .Niq P. - REVISION/ DIY / - 22`-O -- / G01-1 rO ,rfl OIJ ROOFI IJ CI e/4,.s SI2E o&OAYC OK -- - -- - - �'- (VET1C 1 r"'( ' 1� OW I-�Ee> rpt.iPAD�I I GE Off) Z -- j c _ • r W/ 1 X 3 'rR I VI TIrTZ: UcL-- I Co - � IJdrE: 22+'V 30" rI I L1 A'T'r I G / 31, _ i _ 5 4 S Ci -,ZE GET_ ,AC -\it A �1 _ _ . I9RIMED ePI'_cJce " 0 FLGIA w k"G� t r . �A�AGI E . „G „ - - • , h r7. G -r-(P, f u I - o LAP ��I W !o" . ji W N - - ExgE v - - -- 0 1 r--t I "TYPE 1.1 aWI-IE�Z • 14' C. T G � 1�"O-G.-; `�(fa1l 2' O5 la cv ' _ - ---------- �� > N GSA E "'A' 4_ i�t-117Ci rs,t-'l . 51.E value ' 2-8 ¢ _ _ --- lt 1 �ji 4 1c cm-L-LE-Le) ��..4C�Ot--1 JI� L-{_G-vArnou i y ki ' I �� i 2-B I ku CO I/a" I-O• .4uffi I O ' I } Wi I I • z ; terei I EL, X ' _ EL �-� 1 'p` -I -I p in �- jl p /' Al MOTE : I"IATGI-1 GL4� - c I 1 IAA i,E, ,, �- 1 x 11 f / UGT. LJ LIARAGE "�"/ Q o t• P a - `C n a- y a "I .I -� a I eee�����._- i r- • ,1� - -- d ' z_._� .. r L --,..L ,.. ,.. - _ J ,14 _i_�. __-. . I -'f'_ _ - i of 7_ �- GENERAL NOTE8: 1 = _ t " I I ./. ram. •---�.J I ISTO � ` w ° ' NI � a I. VERIFY DIMENSION SHOWN ON PLANS. DD.LiOLhGALE-OFf_BIU RENTS 1 �� \ J fowl =�01�` _\/ I Oi� =^� 1 Cam' ` _ f 1W� F • I I - rr 1 2. FRAME GARAGE EXTERIOR WALLS W/ 92 b/S° 2x6 STUDS • 16" O.G• --- _ -- -- ''11�11 _ CI - OG 1" �I TYPICAL I/�„ i i-�„ I �' I ku /` 1 . '�7 a.{ZA Sj 4 I 'm , 7 . I /� I 1 3- FRAME GARAGE INTERIOR WALLS W/ 92 5/8" Dt4 STUDS • 161 O-C- UP _ m r 7� I © A I /2' GYPSUM WALLBOARD ONE SIDE ONLY • LAUNDRY ROOM STORAGE - , 3-O • .Ya"1T�- •e �••D�-. '�,.;•a'I IFR 1 2_8� O 0 N LL ' I ' ° I AREAS TYPICAL (VERIFY W/ OWNER) I ,fin A _ I ; l i =I 4. WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL _ \y' I �•T r-y R, G" j -\N 10. MINIMUM REQUIREMENT FOR ATTIC VENTILATION 16 A6 FOLLOWS C.� \`, - k (rALd4 ATE V3000h OF ATTIC ARFA), J��`C-J1 © 1 h ci1 5. DIMENSIONAL LUMBER TO BE 14V1 MR '2 TYPICAL UNLESS NOTED UPT'ER ROOF. �' 'U I, 5o CQ �-\ 1 _ - I ( I = MIN. REQ'D, 263.44 6Q. IN. - 1 '' . 1 - r. / i iAl OTHERWI6$ ON IGONTRUCTION DRAWINGS �r AN 0 -� - k1\ - T - _4 r �>LOt'v- hi IQ• 1/f5. r-LF j'� C,,1 9 ACTUAL PROVIDED, 398.95 6Q. IN. . - I / 6, UNLESS NOTED OTHORWISEE USE 4x4 WM HEADER IN 2X4 EXTERIOR WALLS VENTED BLKG., OLI 6Q. IN. (14 • 8.425 6Q. IN. EACH) I) I rl` \ �� './Ya. 1 1, + V" / I' I I RIDGE VENT' 264.00 6Q. IN. (72 L/F • t2 60. IN. PLF) 1 ABOVE DOORS AND WINDOWS U.N.O. fNQTE, HEARTWOOD BEAMS ARE �,f =eR� ; / /�� .I NOT TO DE USED W/ 4x DEPTH). BEAMS AND HORS. TO NAVE I V2" LOWHR ROOF, '� "r ,+ Tye VAL-�/E \ ,' Z-8 I - • ;(1 ' 1 ( � ) 1 j MINIMUM BEARING TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM MIN. REQ'D, 753.4.4 6Q- IN. 1 t / - T • REQUIRED OR DETTER-612E AND GRADE MAY ISE INCREASED PER ACTUAL PROVIDED, 315.95 6Q. IN, 4 - 2' • S�-5" 21 Co�2' S�-q ,( -°' i BUILDER'S DISCRETION) VENTED DLKG., 131.96 SO. IN. (14 • 9.475 SQ. IN. EACH) \ ill N 1 1 RIDGE VENT, 264.00 6Q. IN. (77 L/F • I2 60. IN. PLF) --1 CPI I _I I �1• /� I 1 % l- INSTALL V7' HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/STORAGE/ ( ^. I " OL ' v' rl 1C11 2� O.G. -2P 22 0 0 Q'1 I'I LAUNDY ROOM WALLS AND GARAGE DEARING WALLS, $ b/B' TYPE-X OR II. ELECTRICAL TO OE MINIMUM PER CODE (VERIFY W/ OWNER) - I - O • ' A =,�f 1 V7' HIGH-DB4SITY GUM • GARAGE CEILING', TYPICAL Q �I 1 Z ! I Pik\`II F - - I-:I 6. WHERE 'MU° 16 NOTED ON PL4N6, W O C", �IA�� E lv1 F I INSTALL SIMPSON STRONG WALL SHEARUALL SW73xlx4 PER MFR. I I '1� -� ! (v (n I It I I Fi �.! a C11 U I/ i ��_�r CI 8'-�� fl I 6PECIFlCA.TION6 I - • 1 oz _ 9. WHERE 96P" I6 NOTED ON PLAN, - - j - `-"`- - - I- O �� I L_ - V I ' _Q INSTALL VY (MIN.) GYPSUM WALLBOARD PANEL 4'-0' LONG BOTH v *et • - I I t wets Of WALL OR 111-06 ALONG owe sae OR WALL ONLY.COOLER NAILS OR 1JSH1 b/S WALLBOARD SCR8U6 6 NAIL WI ,/ A 4. a A F, , ' • l`\ - l' O.C. (PER ,_* j `-'^ f{_ I� i • I fe It, x Fey • - O ` 11' IRC TABLE 6p7.3(). ALL STUDS AND PLATES, STUD SPACING 24' O.C. U 1 �- l '� ,•� •� 120� 21 MAX. VERIFY INSTALLATION Of DBL. JET. OR DLKG. DELOu1 �' M ---- '- -_'- - ------ - A, X (U - -. INTERIOR ENRAGED WALL PANEL PER 7003 IRC, SECTION 601.10E / / n- - �NI e U 5 (( I / /`' •,\ IZ tilorE: 1f 1clLf�rE l fv1 JDiz / RLtOM I IALLS TO K-II .... `' - 2 f (O GEII_11 1 TO R 3a. I IJGiTALI �L2G7UG 7 oU _ (`TfP �n l f""} �Iz� 1, o f 1 �oN� rn o lJ sN 11J� s(v�rz l / Lii / �1 0u1 'i' N oWh1EK o� IA-s. \ 1 WA L IEArE� -ro pRG�/Ei1T Fr�EFzll l� 4- k j OP P,�s Iz I I.t c, w I�1r>:lz . OZ O < 1 , ( NIL+ Y Off I2 G x PUIWD. O �IIL"Orfi llI I 1 dd O / L //�yyA�.,,�K,s�'1 E. (�j° STDRAL E • O -�I N V' © O / / n -'i i,t� �/ t`�-�M �ROFI OI�I� Jr ----_O / Cik_O Z 1. �-1 " 1 1 -I 1 H Iju1C'.-• FRAME NALL_ i " ` - -i --r ---- --- - - - `- - -- -- -UP TO L1lTF�11J Ci%y ' • 9C� \n / \ 1 \ OL 1 - ' �� �. OG�jAEAGE 'PS`• r�••'� © �> W. UI (� - �� , = \ \ \�\ � /f�GIs I-c I,G>r7Ci ls.F. y,. _� \� L. t�EVG1- (2. 1-lIe,FL Iv11.1T 1 e ' a� �Y -� / �' / i' - 7 4- VEIJTFD --- !1/ I, --I � / �I r �P�1.1 Eft F oLOI�L %% v � ,` �\ e,l o r 11 FOUNDATION NOTES: / II /` . C _ I, = 1 i -i �\ 12. INSTALL PRESSURE-TREATED BILL (MINIMUM) W/ I/1" DIAMETER F 10' ` 1 - _ - - 4"`O{-tT- MrL- u ' I a OIJ ANCHOR DOLT 4 3"x3"xl/4" PLA WASHER • 4'-0" O.C. ATOP !I U'2' 2v4 P1d4-Te. \------- s/B" (_24`rf2 8C). Z.:L-ll -TYR �� 6/4 c& SI52E 4EGC pA2 OR FOUNDATION WALL. MINIMUM 2 DOLTS PER PIECE MIN. 12" FROM END fa / I I R I NI£fl P- FAQ IA TYPICAL THROUGHOUT - a � io C7F-L� 'Z ItC71e . (J .IF ( W/ G011fR� roe) I " 13. INSTALL 5/6" DIAMETER SIMPSON S6TB16 ANCHOR BOLT WHERE SHOWN .� 1 t P FOR SIMPSON PHD2-6D63 HOLD-DOWN ABOVE (INSTALL PER r ', fl SLOPE 1'-'111�1 t /g" F'- , MANUFACTURER SPECIFICATIONS - I. 14. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING • LOW POINT FOR K �� II LAP SI p11. kI LA/ F...X ea POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" 1 _ I - (vERt F`{ `TYPE W /D N \, ✓h, ,# PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 4 I FEE--V OK Tt'',/cK 01,1 102" ct7X M� i - I1 �L�(U.J D. OIZ`-7�1(p" CSC SNTGI IS. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM BOIL BEARING O �* I Q , 1 O1J 2 x.c�- - J lT (2 I ✓'O-L • OF 1,800 POUNDS PER SQUARE FOOL I _Ni _• �/ A 1 z 11 _Q + I ,�,.� _- _ - i I CA') 1'-0" x 1" CONCRETE FOOTING W/ (2Y4 REBAR CONTINUOUS wit) --,I -41;* -e i' ' a _- , .1 a - r� - a _ - 0 a 41 /' 1 �BJ I'-2" x l" GONG. FTC. W/ O'4 REBAR GONE. r'+-RS WC. ,TJ II LI I-1 E O F. SLAB B�(OI-I.C7 DIRwVyN CC) 6" CONC. FOUNDATION WALL W/ REBAR PER IRC TABLE 404 I,K2, 3J 1 Jt2 4" c,Old G . L.z\e> J I.11�1--1 �If3' -oor k -T- .2 -.4 h4Lc Se" Ai. / L-1 -' x C" A O. ' O- CD) 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY CHECKED Co- F16EKM1?-fNleplJc Poo�JT Cal.) PY W / ' �' C 48' \ gJ 221-G�' I.�TI�G-rgc . SLOPE` I/€5 PLF - Ii-J 'Z-) , W/ BUILDER) f / Cti AP.Y�� M. - _..111; OATS r -- _ O 4" CONC. SLAB W/ NIGON FIBER OR FIDERME6N THROUGHOUT !VERIFY ��� COI �P� Amos A . ° a r n • A .1. W/ BUILDER) ELOPE I/6" PLF MINIMUM TOWARD GARAGE DOORS • n • e \ ° " - a a e 11 �11�IIrliI e. I r JO• NO. I I I=! I )I�I I I=t 11= �: I =11 I.III POUR SLAB THROUGH DOOR OPENINGS TYPICAL - - - -1 • 1015 - - I I-.2" x -7" coti1G- ItG1 W/ _ /o" GOti1G �Di -1 9C L t a #4 IZE .A•Z 1PRfr• , ('1 Fphl , 1-TOTES ,& D'-JE O THICKEN SLAB TO 6° AT GARAGE DOOR OPENING 4 INSTALL '4 REBAR ` - " \+Y CONTINUOUS A ED.U I 1---1:-.)'I KJCH --1- I O ICI z I!2+, 1 1 O, N BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY WITH THE 2003 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. � t OP a a •HSSTE IP MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC94-0154 P.O. BOX 547 APPLIED: 11/16/94 ANACORTES, WA 98221 ISSUED: 11/16/94 (206) 293-1901 EXPIRES: 11/16/95 SITE ADDRESS: 1207 14TH ASSESSOR'S PARCEL NO. : 3772-082-005-0003 PROJECT DESCRIPTION: GAS PIPING — OWNER — CONTRACTOR BILL MENDUM 1207 14TH STREET F ANACORTES WA 98221 293-8575 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE 'RES 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 4 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI . : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 18. 00 MD 11/16/94 3230 TOTAL $ 18.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. JJjj Ue0 Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mecprmt, Rev: 06/11/92