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Permit File 1802 Cedar Springs Lane
y ., .� ' oo+ CITY OF ANAGORTES � WASHINGTON ticorW BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 1802 Cedar Springs Ln SIRBET&NUMB ER Owner: Strandberg Construction i Constructed By: Owner CWNER CR CONTRACTOR Bldg.Permit#: BLD-2003-8869 Date Sued: July 24, 2003 Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 9th Day of June 20 04 NJT'Y00 NG -CAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. a ®` f;, CAI 0„ CITY OF ANACORTES (r WASHINGTON II 1, p� qC OP1.. BUILDING DEPARTMENT F ' CERTIFICATE OF OCCUPANCY 1 This is to certify that the(Description of Building or Structure): r Single Family Residence Located At: 1802 Cedar Springs Lane STREET&NUMBER Owner. Strandberg Construction f Constructed By: Owner a '' OWNER OR CONTRACTOR IT Bldg. Permit#: BLD-2003-8835 I. t' 7-19-03 [', Date Issued: 1 Occ. Group: R3 Use Zone: R2 PUP I IHas Been Inspected And Occupancy Is Hereby Authorized. , This 15th Dayof. April 20 04 AUTHORILNG OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. LG FROM :A-Elnsulatton FAX NO. Apr. 14 2004 08:43AM P3 y di ' 7 4 tt 1 t 1+ i it ! 1 T 1 1 l f � 1V ,•r, .I ;IA W'2 I? ;1 11 it '4 PPP Vi x� fl11 �� 1 i choS2 Rts u;'.. • :e''s'v,. . •i”,,,.."a`�i (,..`..`L.s,....,..,± ...,.. ", wf'L'a,,e'ti, ,,, ,. •,,,,,°,�'.V `,,,,,,-,..., ....„�,.T ,,,nt ti, 4. Sil5 tt CLIMATE PRO° FIBER GLASS BLOWING WOOL 9. tpi Your home has been professionallyinsulated to provide 3 1 ' La guaranteed thermal resistance. fvj i �i HOMOOMER'NNAME• lcro t -\\n?C L Cre3k.S�CL)C NO'et . . t. S, AM OS OS \€1 A COACS[ C:Y\QS \ c 2 'Q CM, .�orvarCOrt SIM l,A ZIP �.91 b�ri 01 cy, X/' ( RECORD OF INSTALLATION (0 ��ty�� ,,/. PLOWING WOOL BAITS AND ROLLS 6y Q♦�y�.r��� p lt.w CottoRUCIKN hvgPlxontn S-VALUE THICKNESS APE4INSIIIATED (EI9Q) w`( LI RhIItIIVN DWI II 04 Numoix 0:1 1"•�1 j�1 INFt11AlI0N I1.n,Nlz \Q IN. � IT rod' (1 Ni lmnl!k 14*IIA?Y l:4+ll o INCHES 0.1 2h V.j —IN (. I,AIt4 A INN II Kin 2sGXJ LIIMAfkl)R-VGLIN.of WAl IA \ �I r/�. ,,,,�� I'XIw0OLC1 IN.SlllATION_� a\ �� IN.IJI SQ.H). 1`{y� - (�1 nut MINI or•IN'vmnly)Nl"t'�`IA 'Mro(,)rn•I'nlvunn __._ _ N. XQ.VI- ,,p,. ( 1 ''��INCCIII�ICg tYN t77uN3N NM(' F1O Ms_ eg O ...�� N. �Y�U� µt 1'); SN�� I&•VM III{OH INSIII ANON y12_ IN. 1.I'rl//�µ��t rP�y. }IN'? h�1 gill CLIMATE PRO,BAG WEIGHT•27 LB.NOMINAL {,�1 C 1a51 R-VALUE MINIMUM RAGS PER MABIMUM MINIMUM WEIGHT �F+,) Q�� THICKNESS IA0O St FT NET COVERAGE PER SO,FT. <<f (,'�"�) 7h obtain an fnabflml The number ofbags amino of The nuitAtper C� (mutationmammaPer NOON4.,R.of gip kgshatal ePf1./A''inmalle�l F�< 0Swarm shouldna net ama Mould nol nen msrr nOsculati orjnn doing J 0 (R)e be las than: he tes than: Mors than: not be fat thaw (yt 11 5.25 in, 0 4 156 sq,ft. 0.1731bs. I 70 8.75 in, 11.3 88 w1.Ft. 0.9061hs. �6 YyIf) KO 22 9.75 in. 12.8 78 sq.ft. 0.3461bs, 0 l�C 26 11.50 in. 15.6 64 sq.ft. 0.420 lbs. (r "•h) SO 12.75 in. 17.6 57 sq.ft. 0,4751bs. �,9 Si86 15,75 in. 22,8 44 Sq.IL _O.fi15 Ihc. Gr"�S �� _ 44 17.7G in. 28.4 38 sq.ft. •0,713 tbs. ,� I _ 50 19.50 in. 29.8 84 sq.ft. 0.80416s, >�i+ 60 22.75 in, 36.3 26 ,.R. 0.981 Ibs, •6�1 �) 0.gi 99 Sy) (Z 1NNUTAPU)N CONPAnta'ON S)Uh'A'II lb _ DATI' .I c/fa U�) 4. (R)MINNN „Tv ,,A0..v„...,- v.AN ...iist .�-\*04..�G C- LLt`4n\�ll(nati;1.�"4JS\\ 1 y?� l ( 1 ` I IOM4'WILDER Sn NNAI uxH UAIS (•"J1 5. sal l`l,MI'MV -_-AI1nuCCy _I'llnpp, r ilia Johns Manville �� wrsw NM to °�M1Z.a '�s.Y/,ss*a>A;.vi ^ .iak'->7?�es7�ei'b'a+;F'a17�e] �y``..Sk"`i'fj ,Ssrh"J'�,�A2iHyki '.v^ r�i s`'�id' "`t �N .AM.M,tmi,,Poaq,E!°a,1]nnvp,CO olnl)-5108,wwwim torn � �'•ps• Eur maromb,malbn,GO1�Ba6+i°A ERN- I, Final Inspection ChecklistI l�D2. Cep a2003104 Site Address: er gram S Permit No.: LC}' ,� / i Date Issued: -7 f 2y f .03 Zoning: `Occ. Group: - 3 Constr. Type: VI/ Owners Name: Sitoraild ben aft theta41774 Owners Mailing Address: c j W 319 AAazorlaS lA 4- State: iAA4 Zip: g92z i Variances: No Yes Ra Safety Glass: No Yes V Sewer Fee Paid: No Yes ‘v3 Hand Rails: No Yes ✓ Sewer Inspected: No Yes 1 / Guard Rails: No _ Yes t/ WSEC Compliance: No Yes Q"'l Traps: No Yes ✓ Attic Access: No Yes V Wood Stove: No Yes Smoke Detectors: No Yes V Water Pressure: No Yes %/ T&P Drains: No V Yes House Numbers: No Yes tf Insulation Cert.: No Yes V/ e Site Drainage: No Yes Curb Cut: No Yes Crawlspace Insul: No Yes 17 Bedroom Windows: No Yes t/ Water Heater Strp: No Yes (/ Vapor Barrier: No ✓Yes_ D.W. Air Gap: No Yes v 7. Water Meter Box: No Yes QV) Auto Garage Door: No Yes 1.,/9 Exterior Decks/Landings: No Yes ✓ Outside Caulking: No_ Yes Garage/House Door: No Yes ✓ Inspected By: i 414.--.1 l Crawl Space Access: No V Yes Date: LI/19 le7 Exh. Duct/Dryer Vent Dampers: No _ Yes V • 'VT Y 0 , City of Anacortes Permit#: BLD-2004-9300 � .. 904 6th Street Issue date: 01/07/2004 .,,,�,���I�^�,� P.O.Box 547 `,'t'`• CO Anacortes, WA 98221-0547 Expire date: 01/06/2005 (360) 293-1901 Job Address: 1802 04 CEDAR SPRINGS LN Permit Type: Reinspection Permit ANACORTES WA 98221 Project: APN: Remarks: Reinspection for shear wall nailing. Owner: STRANDBERG CONSTRUCTION Contractor: Address: ' PO BOX 319 Address: ANACORTES WA 98221 Phone: (360)293-7431 Phone: License#: General Information: Fees: #OF HOURS 1 Reinspection Fee 30.00 Total Calculated: 30.00 DepositslReceipts: 0.00 Total Due: 30.00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 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 CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIS6"AGENT SSUED BY /Th. it_ 1 Git"C Y . ,, City of Anacortes Permit#: BLD-2003-8835 904 6th Street Issue date: 09/08/2003 ,1 " . 'w x 547 Expire date: 09/0712004 ±� G.7 Anacor Anacortes, WA 98221-0547 = .,.gf�,OR . A (360)293-1901 Job Address: 1802 04 CEDAR SPRINGS LN ANACORTES WA 98221 APN: Permit Type: Multi Family Residence Permit Project: Remarks: New multi-family residence. Applicant: CEDAR SPRINGS LLC Owner: CEDAR SPRINGS LLC Address: Address: Phone: (602)293-7431 Phone: Contractor: Addressr: Phone: License#: General Information: Fees: 1st Floor Square Footage 3039 Building Permit Fee 1,708.90 Garage Square Footage 950 Plumbing Permit Fee 202.00 F Building Valuation 305588 Plan Review Fee 1,210.14 # Forced Air Furnace<=1,000 2 Mechanical Permit Fees 186.55 #of Clothes Dryers 2 Sewer GFC-Commercial 8,160.00 #of Bathtubs 4 Sewer Inspection Fee 100.00 #of Clothes Washers 2 State Building Code Fee 9.00 #of Dishwashers 2 Park Impact Fee 615.00 #of Gas Fireplace 2 Traffic Impact Fee 1,550.00 #of Gas Piping 2 Storm Drain GFC-Commercial 1,126.00 #of Gas Water Heaters 2 Total Calculated: 14,867.59 I #of Hose Bibbs 2 Deposits/Receipts: 0.00 #of Kitchen Sinks 2 #of Lavatories 6 Total Due: 14,867.59 #of Range Hoods 2 #of Showers 2 #of Ventilation Fans 6 #of Water Closets 4 #of Water Piping 2 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN ISO DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHET SPECIFIE HEREIN( ' ORO/ NOT,INCLUDING CALLS FOR INSPECTIONS. iJLiE t./ Applicants nature 7 Issued by PAGE 1 OF 1 :f':1aldR"S.,'f'f:`.:.:`:¢„!:.^'1%i; '`::i;i v . 'L.11'.\V::.1':l.Lifi;l[JLI:....:.:<<:.:...f....:...:.... .... . SITE ADDRESS: 1 Koa/i xn Li eed ad' ,Srpo,, o� Lin ASSESSOR NO.: Lot.23=4-7 Jag— Pao—O33—oDoo LOT: la F, tg.3 BLOCK: DIV: ADDITION: Oe1 r-Sprl`c lAstigibmweitionninotimettotensolassmitroanotiSAMOssed Name: Name: Name: (v/ a Sp( Mailing Address: Mailing Addre Mailing Address: P box 3/q 'J 1 P. D. 619 n� �� � City: State: Zip: City: State: Zip: State: Zip: imeor tco wcs 98a3( a v(4) Wei-- ()saai 0 L i w 9330 Phone No.: Phone No.: ' Phone No.: C3t� .. 3—-7 3- ' 43 j ( 0) 3 _518 I Contractor License: 3- pmJ(_,.�_p Contact Person: ltJu..5 C3 n J L3 4-& Phone No.: ( (9) a5'3—'74 5 (Check One) / f/ Senior Housing: Single Family: Multi-Family: Apartment: Condominium: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: • ................. . RMKR Street Setback:<.....h)C,- ft. 2nd Floor: Yeti.- sf (Circle Y or N) 1st Side Setback: h/G.. ft. 3rd Floor: n/o,. sf. © N 2nd Side Setback: nh- ft. Basement: n/A sf. Shoreline/Wetlands N Rear Setback: nJCC ft. Occ. Group: Water on/Adj. to.Property Cr Carport Area: n J�- sf. Soils Report ® N Use Zone:C 2� sf. Sensitive Area 0 N Type of Construction: W' oD #Yzv u �. Garage Area: �� Lot Area: f 3p' sf. No. of Stories: l Latecomers Agreement Y g BuildingHeight: 1 V sf. Fire Hydrant(250 FT) D N No. of Dwelling's: oLY � Lot Coverage: 1 too"b/o Deck Area: Nip sf. Variance Y 1st Floor: .jo3cl sf. a7 I58B 3,�o Covenant taammumalae Project Valuation (Labor and Material Cost): c-err-mart) ODD .7 p 2, THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF HE UNIFORM BUILDING CODE, AND SHALL EXPIRE LIMITATION OBTAINEDNOT OSAG MY SIGNATURE IHEREBYCRTIFY THAT AM THE LEGAL OWNER O HE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AUTHORIZED AGENT OF THE OWNER ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN O NG CALLS FOR INSPECTIONS. // (- SIGNATURE: ( r7 DATE: 7- . i 3 )0o- Dco3 - 3C , <a r%5 � � ':�%" : C: T :., y . ; , v £:..< , : „ � p .;= •9 _ ' � /� . ,fi &' :vrbter >5 .� > ' , I..3 > _ : . � "i' - 1 : ; Srn. �� s., y < .ry ,.ao y ,f « a? .eLpF <. >>.>x .: « . u:. a«: 6 . , oeJzfi sV'< . : :a' '" G ryST . f : H i GIaT as -Lf-log -troo-02> e SITE ADDRESS: I%'V f SOI'I attaAr ASSESSOR'S NO .: Li9ra3-Thle -Dtsm -533-o2'oO LOT: c2,9- ti ,37) BLOCK: ADDITION: l e4 S prlrn-v ,r:yr ....... pVarcc moo,><. ;:n.'sy3<::K4lef -q:;;`d£g':o:'.:nlr...::..y,>yr;>'oti:»,a�:.c.>.q�,-i`^,'"',n�.4s£`.�r%�fi'���.�Fu�.�,s,'��O'u',!r< ,y, ..,:.«.:, � ;::ef af?rY.:^:£ ' <tb,a4 y£,'g..>:�fwgneoe:svi>>- :: : as. . ry�..r..g.F f!%z`K.%`r". :9Ya,..::s d .>. N� ✓9R 5:s§x',�a'ai"� a" �."ma �r!`v'?'=:�':.�':�fJ' w..s�x.Y a.�s. :ladi�«:;agg',..�,'.,. : ,: , � .,: . .n:. 2'>.n<�Y'fi>! % L ae>. '%"�^��:Nr:4`V'��</:rrR"e£:.,1.¢�..n�....<.>i5:d >:';tn<>.'F.:<.:n. .n. ..la..>,.:.�£A<�`�... .. ..._,..,,h... .... .. ,2.c' :.o$.yq<r<F/^.nhF//<.��::vf!r1"/a'r.�g�'::..:£i...,<:i.:.,.>.:::..:. ..... � � Name: (.&tta r Sir - Lie_ Name: t iJ9 t3 1& at-pc-cc . �vnC Mailing Address: PD izif. 3 ff, Mailing Address: '? D. /S oc. 3/9 City: 1 Prc..On.r ,, State: I'+JA- Zip: 'WO al City: 404 cart State:Lz,A4- Zip: 982a( Phone No.: ( ict)) 1.3 — 0431 Phone No.:( r ;ar)) 303 — 74.31 Contractors License No.:Se=71rZRerJ-(nt G .............._ .....<.,>.:.�.:,,..<.:,: :n:.rz<.::a..:o.>nrz......::.:..:.:�<:. ,., .....,.au:.,::..,.:..:.. . .:.:. ..... -.n:.. ..>!: : ,:Y „a'/s%?A".%:S:akRFy' !f•:f.;�f<y.?ar :...s.. ....., .ti,.<, :k<„ ..1.>:, 1 nm .cs 'f:.. . .r'z ..>r..,.<.:..!'fi&«..>+sas'.:ate;:. :.....,:.... ,l:..:,;,.s..yi.,..:.,gy y.. . n M .9 yao ... ...,..s.:.u>: <:..,.>.<:._W.a,::.:< :.:... � :s,:,,.c_a;<.�> . .>.. u.<....:£«. ::a`a.,.e., snha</>:a., sa�'ax'° :.x .r�Lt:�.E'.�� rffta..>,..... :. ._ . .<......:.1,:..:i�s:roecyxr:���Itl�1� �a;",aa,�> s<x�vlr>�oaTg,>ti '»$:„fiT...g....,: 1.:. .::....:.:... _.. , . ...., NO: Type of Fixture NO: Type of Equipment 4, Water Closet 1.5 GPF i Air Cond.Unit HP Lid Bathtub — Refrigeration Unit HP Shower 2.5 GPM — Boiler BTU/HP Dishwasher 2.5 GPM Forced Air System BTU 42 Lavatory 2.5 GPM _-- Floor Furnace Kitchen Sink 2.5 GPM a--- Wall Heater r�.,2' Clothes Washer 2 Clothes Dryer Urinal 1.0 GPM (,P Ventilation Fan — Drinking Fountain 2 Range Hood Floor Sink or Drain '- Air Handling Unit CFM Slop Sink ---- Pre-Mani. Stove or Fireplace 9, Water Piping 2_ Gas Fireplace a, Hose Bibs Gas Water Heater Back Flow Prevention Device 2- Gas Piping Other(Describe) Other(Describe) ELEC: OTHER: THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH,WHEUIss spECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. /l 4SIGNATURE: 7 DATE: M i- 3 .. .: :.: ... ..... ...:.. >:.:.::.::.::..0.1,:::;. ;' ;';;: 1 CITE' pF ., tNA.0 T SITE ADDRESS: IO02 /goy ((-4-9 7s /42ly ASSESSOR NO.:350/�5--3'te/- ECG.D3 LOT: P71 ,a.?J BLOCK: DIV: (2CIa' GTh 7$ /UP ADDITION: ..,...::._:....:. .::.......:... ._:,w:.�::�>�S<<_<:�:;.4.;,>�%g•':`�:StE.>:?:i<a2: ?:d. : B;(tE��r�i� =`:.ies<<.e%:x<sY:g`. :`s:::;>.<::<s,:,:<..;,;,,,xa. __ `'::<a; ' >.;:. amal Name: Name: Name: wa FED s-r�-,-4.b� (aMt. Tc. CCCI� SPA e 5 1 t �— Mailing Address: Mailing Address: Mailing Address: .PO3an 3i5 ?U a3 City: State: Zip: City:ty: State:te: Zip: City: State: Zip: Anaciaz..s t.if1 . 9x2i1 4(nu,n'kr-) W19 ¶rig{ Phone No.: Phone No.: Phone No.: Contractor License: STIZA N C.I o 2 O CC. 3I120 293-793/ Contact Person: e N1S Phone No.: 5-0-1 — (55 /U (Check One) Single Family: Multi-Family: Apartment: Condominium: 11 Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: ICU ec-- tr.Vc} DkplcF 7 (61-1/4.110 i Street Setback: ft. 2nd Floor: sf. (Circle Y or N) 1st Side Setback: ft. 3rd Floor: sf N 2nd Side Setback: ft. Basement: sf. Shoreline/Wetlands N Rear Setback: ft. Occ. Group: Water on/Adj. to Property Use Zone: Carport Area: s£ Soils Report N Garage Area: {wD sf ), "JSensitive Area N Type of Construction: Latecomers Agreement Y Lot Area: A�. sf. No. of Stories: I��-�No. of Dwellings: 2. Building Height: 18 sf. Fire Hydrant(250 FT) al) NN Lot Coverage: too v. Deck Area: 32v sf. Variance Y Y N 1st Floor: gaup sf.�5�,GC> 3,. O 0 Covenant n Project Valuation (Labor and Material Cost): r�-�� g�/ �0 BUILDING CODE, AND SHALL THIS LIMITATION AND BECOME NULL AND VOID IFUNIFORM PERMIT ISNOT OBTAINED WITHIN 180 DAYS OF'MIS IRE APPLICATION. BY AFFIXING M BY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. / C DATE: 6127/UU SIGNATURE: \ ` �) ____ , „,-co ���� �1�c,, . f1 ('_l Uni-t" U . ,;4ir;-t :s>2.i'� ate. _2< �. .. ... ......... :....:!.:....!<:>!:!:n+<:i::::.:.v:»<.14::::i::::.:.< .!ii46ifii yN:ei'ip<!,`i}eJ.n:.:D9_.�e .:+ Y. ,:. ... .. ..F .. n.:pa... 44.[ ..a.:. n.:. ... ... ..>. .. <4. .. ::. ?.. ?Ff�^', i>4.%�4v�°pi'S$4f'Yg4> .J.<:...>n,.nn....._.....:..:>�. :.:.. .n+. ._<.....4:... ..... .:.. :., .. .. .. ...i .: ,:fi..o.'.�,�'y!y`!i`�>iy;�;f�? lnl:;.i..;4:..,...:.:nF.+..a:.:..:..4fs...\4r>....o4:.n4..nr..>]:. ..,. .:. .... :.. .[.+ (��('�., �:6'0. 4::J t! i464x :..L: .: ].. . 40,.:.,.......:.....:.n4..::.: <�L,D.::..... <: ./. .. ... :. .1.. ".. 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J '! r' .»i .. ����� �::.:.+�^;.f-nlr,:vi<4.:�.,li..:4:<!�O n..::....n..[ .. SITE ADDRESS: (S-O. /la( (Clew$''y,l`"L< ASSESSOR'S NO .: LOT: g2 4— 2.3 BLOCK: ('.dc✓$,7/4,75 144D ADDITION: .:!.o.0.» Y: "Ff'JJ.}»>9R:....n..etYL'IT3'JZa+n'Nn4>;. . .n,....:>" <, ..c <:;>.,..:a>F.:;':T'+<. Name: C c.dcr Sp+;frizi S LLC_. Name: 5 ^a C +, rn c- Mailing Address: Qo Box its Mailing Address: Po at,‘ 311 City: Anaca,dra State: Loin Zip: 9Y7_21 City: barrwoo-1c5 State: LOOT Zip: fl22.1 Phone No.: SLo a93-14431 PhoneNo.: .U0 243 —7`l3I Contractors License No.: 5TRMNc, t O cr— yl:.!.ii'l..::.!i.f 4f.!:>:. ,.>:::.2....:<4<.:.»::. nI . . ..+::....:.':.:.\:::..::.:...}! ...:.. :.. ....>.:<....a.}'....:........:n:'in:;....n:'...<.::..::..::,. :>::::r<::>,F:::2:;">:<>;>!+;.':.:.,....:n!-,<:Mecha .cat_s:°`:; ;�:: :.>:;:.>>•:::>,r:.,;,:.:... ::.;.'}°;::a>;';=:.:...+!;f...:I'Iumh�ug"r:�<::;.;:::,:,:;.2: <::'::: '::i>x2;_:; !<:;.2 `;. _. .2.... . ..+ . NO: Type of Fixture NO: Type of Equipment _ ....` Water Closet 1.5 GPF Air Cond. Unit HP I.1 Bathtub Refrigeration Unit HP Z Boiler BTU/HP Shower 2.5 GPM ar Dishwasher 2.5 GPM O ' Forced Air System BTU 4` Lavatory 2.5 GPM Floor Furnace Kitchen Sink 2.5 GPM Wall Heater Clothes Washer D-- Clothes Dryer Urinal I.o GPM 4 Ventilation Fan — Drinking Fountain Range Hood Floor Sink or Drain Air Handling Unit cFM a.-( Slop Sink Pre-Manf. Stove or Fireplace - Water Piping at— Gas Fireplace Z Hose Bibs 1. -1" Gas Water Heater — Back Flow Prevention Device ro4. Gas Piping Other(Describe) Other(Describe) AS: ELEC: OTHER: THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. DATE: 4427/00 CTCNAT[IREC �, ----- ABLE ENG' EERING Co. 1009 BM st.,Suite s Professional Engineering Service - P.O.Box 84 ANACORTES,WA 98221 (360)293-5814 1E # 603 Page 1 of 12 Structural calculations and recommendations for lateral loads for proposed duplex residence at Cedar Springs,Anacortes,WA, as designed by Strandberg Construction,P.O. Box 319, Anacortes, WA. Requirements ofUBC'97 apply. CONTENTS PAGE Recommendations Notes 2 Shearwall Plan 3 Party Wall Foundation 4 Calculations Floor Plan(for reference) 5 Code&Loads 6 Shearwall analysis • 7— 11 Anchor Bolts,mudsills 12 Q`0 M. I� - of WA% 'Lto Q S`` 4 Or Q 4/ Mit % -< . , r 4 4' c ..'l._2°or 0�c' eFe21769 aE° ��� 14 ss/ONAL�N� EXPIRES 11/10/200Z Able Engineering Co. P: sox 84,Macortes,WA 98221 (360)293-- 4 Project No. 4-60 3 Page of subject REw.ru►eWPA-rie S by: EMC • NOTES: • All work is to comply with requirements of UBC '97 and local jurisdiction. • Sheath roof with 1" COX or 5/8" O5B and fasten with 8d common or galvanized box nails, spaced 6" OC at edges and 12" OC at field. Edge blocking not required. Block between trusses at supporting wails and nail roof sheathing to this blocking 6" OC. • At rooflines, provide H10 Simpson connectors to all trusses at supporting walls. • Anchor mudsills with 5/8" diameter bolts embedded 7", (min.), into concrete at 4 ft. CC, (except as noted), with at least 2 per piece and within 12" of each end. Include 21" x ;" square washer, (BP 5/8) for each bolt. • For force transfer from roof to interior shear walls provide continuous blocking with continuous CS16 straps across the top of the shear walls and extending to the end walls of the building. Provide a minimum of 2-A35 at the end walls connected to the end of the continuous blocking. Connect the blocking and the shear walls with A35 @ 12" OC. • cm, p3 Able Engineering Co. P J Box 84,Anacortes,WA 98221 (360)293-0014 Project No. of /1' Page SubjectREGo MMEuIDnr,ONS — by: SNEAZWALL PLAID (pLo 5GALE) !/// GCS 2" � C3"ocJ f?XTgNO 0515 WALL 5SEArritsth Li ,� ja (o,a sin) To (toot, YASTmN ft,00F 62P 3 I WALL. --1. SHEATHIN.A To Taos, $d e/o O,G, FULL LEM6TI4 of O.G.) et re A PHDZ ----fir Q. STNDB al STNOI RJ 41. z... kz r 1 � v PHDS\ � -- _ � PHDS • A�GRPLI 'GCLLP fF — — ,S .. ALL exYe ,o2 WALLS 6EP3 EXGEf RS Sr/oWN SHcav_wAa.<. cotesnCUcr/oN - , Wall Sheathing (in) Fasteners: Spacing(in] Framing Members tin) Apply _7_Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 1 SS incl. OSB 7/16 Vert 8d Nail 4 12 yes D.Fir-L 0.50 16 3 2 Ext SS incl. OSB 7/16 Vert 8d Nail 3 12 yes D.Fir-L 0.50 16 3 0. 3 Ext SS incl. OSB 7/16 Vert 8d Nail 6 12 yea D.Fir-L 0.50 16 3 4 Both SS incl. OSB 7/16 Vert 8d Nail 4 12 yea D.Fir-L 0.50 16 3, 4% 1 6 D..th 00 005 7/1C V....,. Bel Nail 6 12 fee D.ri. L 0.60 16 3 ,r�_ / Notes: 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. if-; FILLFtAMtd6+ MEH.& .S /2acerL/N4 eoEe NAttsME F/t_ot 4BorTiNa PANELS SHAD Nor S/e LESS TM4 / A 514It6Lc 5"NoM/NAL NGMl&R. ' 11 of S� s • '¢ r41.10e- asGT5 ` B P S�K WAsHas Eric aC, Ctiowow A ets COUNT AS ,B.as/ ^' (,0 3 Able Engineering Co. P . .-aox 84,Anacortes,WA 9822.1 (380)293- _.4 Project No.� of Page EMK Subject by:• ifs ELrtow or FOOTING Foub4oA-r1cn4 tvALL BETWEEN V H Ir5 2XH STUD A. inI"AIR. SPACE '/tt; 058 SHeAt4iN6 (o1. tivc) 01111111 5/8 D (LYWALL iced ®S"o, C., Ibd @ S. D.C• �14 LIM do14 1 FLOo2 oiSr) T �_ Iod @ y-"D.C.l • 2X4 BLOC/C/A16 E ETVEEFI Joesrs Se.-r�/E�,J Ea�Lu �.]vtsF A35 '�1 �\;. . e •�- otiar .14 2Y.4- rr. Aktbiz e70I5S pI ATts 11 1 q *A- r a r.. -0° j . 0 • A. I.Ia`( ti 8 II VArotz kakFTWR II ICoII 1 _an✓yJ a ! In laZ p V _ r J1wr,.wu.•N w NT•wafC --r = acc--I — 1 NJ >Nrww ar'w•"•• y3Ny•JN1N1 e.aK- r �.,r�,^�"�� ~vs O — — nK'a+wvwww,w Yw1 .1 .v.9 I I VOW*•1mN•ha ,y,arYyMMY� a N°aoa / — A,St..*�� I \\ ;, I rtl Xl21 I • I �Nwn I Itt FT . ...... Wail ii wtLXz1 I • llvst.ar.+all ',.sr.+Y.✓wiwm I kt I - I a�laao I 1 --a i :., I I C.W I ! I I {iaLl I I_ Rvv1 IH ,..a. f 0Io.. wI l�f� Lll Rill ® 1 3 I \ tJl ^,^^lo."'•-,�`%I «mow- I S ..... I I N3N ym ei ..,„„,.„, , wr I CI Fi- \\ill!, N3H wrr+••"Y.. xa•+•...a.a w...w ave'•°""v r.r.!"w• ww.aawww ...a. CI 1 = MOO .. " at I • N • MOWN Will I_. anti I ::_.�- SOON • ' V Pintams �� .� �i r WWI (� \ :, . li . r �` 11lvL9 ; yO t1 i 1-4 tiilt .' �3s°l7 I Y• \ I 4 I \\ �p{,� s:rw�7; I .._i .._.\ tit w.+ tea � C7w _::: w-ve N315aW �VcrailsM, \ __ __ ________ /\ 4 I .............. • w.wrasrst, \ \ rases. Ise.* i Se \ IJI I 00 ! fi.rtrw�� I "SSA. p,na..r.n_ 419JLJ{ •.a1 / I / Lr1a ttZL n�a°38 lM1•gat w•9zl WlW it UZI. N ®�K•..ra.• tnlv9m Haas a3ysyN A1114V4 UAt•9tal WCOa°38 / l .+n.rlr.•® N // \ Q \ ,,,,,rw,. 0.0 maws. L - tot Al.N ix AO_ Y+^wl.anbm X sONNdgsepa3 Able Engineering Co. 1=.J Box 84,Anacortes,WA 98221 (360)293 )4 Project No. 603 Page --ea —of —a— Subject CAL Cvu4-T',oN. S by: EMK Coot. ; vg c '97 Bo MOM! 0/Sec j-eves�G 3. L,4r�tt_ Lj.4-D S % ( WINO, Not Se5M'c Go✓v¢gs D e si6.✓) BOMPN, &ZP, C : 1 : /,, v Hr PSroc) FC ") / S - to ' 24. 1 / 10, S o — / S i 2.2. 4. /31 ,3 3 S7, y use 3Go PLF taro "D tfl47704s Jez.Tt cAcL r L. ( 20JCe's 1-4se-Dawe4 'R> 'Ms=Irs ) NA/At-L of WA.iL.- -TbZs1L ?t_r (C Iap$F) teloPSF) 1 j - /e. 4 7-x /c '90 /30 2-IC+ 5-X to go tl0 3 4 5 — go 90 LI- — go 4v A-t, q_y., - Ieo 100 A2, A -3, e2- 1So 90 3 'to C - 10 9 o WoodWorksJShearwalls SOFTWA, FOR WOOD DESIGN Medium Size Units WoodWorkst Shesrvw[h 1000s COMPANY PROJECT / ABLE Engineering Co. • I>�� •' 1009 Eighth Street, Suite 8 Anacortes, WA 98221 74 Phone S FAX: (360) 293-5814 STRUCTURAL DATA Level 1 of 1 Height of all walls (ft] - 9.00 Joist Depth - 9-1/2" DESIGN SETTINGS Wind Capacity Increase - Shear 1.00 ' Twice weakest or strongest sheathing capacities used for wind shear Dead Load Reduction - Wind 1.00 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset - Plan 4.00'; Height to Width Ratio 2.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing[in] Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 1 SS incl. OSB 7/16 Vert 8d Nail 4 12 yes D.Fir-L 0.50 16 3 2 Ext S5 incl. OSB 7/16 Vert 8d Nail 3 12 yes D.Fir-L 0.50 16 3 3 Ext SS incl. OSB 7/16 Vert 8d Nail 6 12 yes D.Fir-L 0.50 16 3 4 Both SS incl. OSB 7/16 Vert 8d Nail 4 12 yes D.Fir-L 0.50 16 3 5 Both SS incl. OSB 7/16 Vert 8d Nail 6 12 yes D.Fir-L 0.50 16 3 Notes: 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. SHEARLINE DIMENSIONS Name Level Wall Design Location (ft] Extent (ft] Full Height Group(s) X - Y - Start End Sheathing (ft] 1 0.00-1.50 0.00 56.00 1 3 1.29 0.00 56.00 47.00 2 14.50-17.50 0.00 56.00 1 4,5 16.00 0.00 56.00 6.00 3 19.50 4.00 26.00 1 1,3 19.50 4.00 50.00 16.00 4 41.50 4.00 50.00 1 3 41.50 4.00 50.00 46.00 5 64.00-65.50 4.00 56.00 1 1,3 64.32 4.00 56.00 16.00 6 68.50 0.00 6.00 1 4,5 68.50 0.00 56.00 6.00 7 81.50-83.00 0.00 56.00 1 3 81.71 0.00 56.00 47.00 A 0.00-4.00 1.50 81.50 1 2.52 1.50 81.50 0.00* B 6.00 14.50 68.50 1 6.00 14.50 68.50 0.00** C 26.00 19.50 64.00 . 1 1 26.00 1.50 81.50 44.50 D 42.50 0.00 83.00 1 42.50 0.00 83.00 0.00** E 50.00-50.50 0.00 83.00 1 2 50.00 0.00 83.00 17.50 F 56.00 1.50 81.50 1 56.00 1.50 81.50 0.00* * WARNING - The shearwalls on this shearline and level do not have any segments between openings that satisfy the minimum height-to-width requirements ** There are no shearwalls on the shearline on this level LOADS WIND SHEAR LOADS Name Building Lev Profile Tributary Location[ft] Magnitude Wind Faca Width[ft] From To [lbs,pl£,psf] Direction Wind Shear 1 South 1 Line 0.00 83.00 360.0 Both Wind Shear 2 West 1 Line 0.00 56.00 360.0 Both DEAD LOADS Name - Shear Level Profile Tributary Location[ft] Magnitude Line Width[ft] From To [lbs,plf,psf] . WOOdWOrksL Shearwalls SOFTWARE t JR WOOD DESIGN�I Medium Size Unitwsr WoodWorks.Shearial►s 2000a µ G,Q3 f'll�t Dead Load 1 1 1 Line 0.00 56.00 130.0 r +' Dead Load 2 7 1 Line 0.00 56.00 130.0 /7"" Dead Load 4 • 2 1 Line 0.00 6.00 110.0 Dead Load 3 2 1 Line 50.00 56.00 110.0 Dead Load 5 6 1 Line - 0.00 6.00 110.0 I Dead Load 6 3 1 Line 4.00 26.00 90.0 Dead Load 7 5 1 Line 4.00 26.00 90.0 Dead Load 8 5 1 Line 50.00 56.00 110.0 Dead Load 9 4 1 Line 4.00 50.00 90.0 Dead Load 10 A 1 Line 1.50 14.50 100.0 Dead Load 11 A 1 Line 68.50 81.50 100.0 1 Dead Load 12 A 1 Line 19.50 64.00 340.0 Dead Load 13 C 1 Line 19.50 64.00 90.0 Dead Load 14 E 1 Line 17.00 65.50 340.0 • WIND DESIGN i • FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [pill Response Grp. Dir. FRS V[lbs] Unit V/FHS[plf] Inter Exter Perf Total V/FHS/Tot 1 1 3 Both 47.00 3111 55.6 66.2 260.0 1.00 260.0 0.25 2 1 4 Both 6.00 3279 58.5 546.4 / 380.0 380.0 1.00 760.0 0.72 -- 3 x fr_A-ra 3 1 1 Both 16.00 4590 99.8 286.9 380.0 1.00 380.0 0.75 4 1 3 Both 46.00 806E 175.4 175.4 260.0 1.00 260.0 0.67 5 1 1 Both 16.00 4860 93.5 303.8 380.0 1.00 380.0 0.80 6 1 4 Both 6.00 3131 55.9 521.8. 380.0 380.0 1.00 760.0 0.69 3 X AIMA4C 7 1 3 Both 47.00 2841 50.7 60.5 260.0 1.00 260.0 0.23 C 1 1 Both 44.50 13680 171.0 307.4 380.0 1.00 380.0 0.81 E 1 2 Both 17.50 6480 78.1 370.3 ' 490.0 0.87 426.8 0.87 -- 3 K FA444 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear Elba] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1-1 1 I 3 1.50 0.00 42.50 33.50 1.00 2218 8710 Opening 1 18.00 22.00 4.00 4.00 Opening 2 27.00 32.00 5.00 3.00 1-2 1 I 3 0.00 42.50 50.50 8.00 1.00 530 2080 1-3 1 I 3 1.50 50.50 56.00 5.50 1.00 364 1430 2-1 1 I 4 14.50 0.00 6.00 6.00 1.00 3279 4560 2-2 1 I 4 17.50 50.00 56.00 0.00 1.00 0/ 0•l Opening 1 50.50 53.50 3.00 - 7.00 3-1 1 I 1 19.50 4.00 6.00 • 0.00 1.00 0 0 3-2 1 I 1 19.50 6.00 26.00 16.00 1.00 4590 6080 Opening 1 _ 22.00 25.00 3.00 7.00 4-1 1 I 3 41.50 4.00 50.00 46.00 1.00 8068 11960 5-1 1 I 1 64.00 4.00 6.00 0.00 1.00 0 0 5-2 1 I 1 64.00 6.00 26.00 16.00 1.00 4860 6080 Opening 1 22.00 25.00 _ 3.00 7.00 5-3 1 I 1 65.50 50.00 56.00 0.00 1.00 0 / 0 /. Opening 1 50.50 53.50 3.00 7.00 6-1 1 I 4 68.50 0.00 6.00 6.00 1.00 3131 4560 7-1 1 I 3 81.50 0.00 42.50 33.50 1.00 2025 . 8710 Opening 1 18.00 22.00 4.00 4.00 Opening 2 27.00 32.00 5.00 3.00 7-2 1 I 3 83.00 42.50 50.50 8.00 1.00 484 2080 7-3 1 I 3 81.50 50.50 56.00 5.50 1.00 333 1430 C-1 1 I 1 26.00 19.50 41.50 22.00 1.00 6763 8360 - C-2 1 I 1 26.00 41.50 64.00 22.50 1.00 6917 8550 E-2 1 II 2 50.00 17.50 65.50 17.50 0.87 6480 7469 Opening 1 20.50 25.50 5.00 4.00 I Opening 2 32.00 39.00 7.00 4.00 Opening 3 44.00 51.00 7.00 4.00 Opening 4 57.00 62.00 5.00 4.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location Eft] Wall Position on Wall Holddown Force Elba] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 42.50 1-2 Left Wall End • 596 520 76 1 0.00 50.50 1-2 Right Wall End 596 520 76 1 1.50 50.50 1-3 Left Wall End 596 358 238 1 1.50 56.00 1-3 Right Wall End 596 358 238 1 1.50 18.00 1-1 Left Opening 2 596 1430 192 1 1.50 27.00 1-1 Left Opening 2 596 650 22 tr-Th WoodWorks® 4ahearwalls SOFTWARE FQ WOOD DESIGN I Medium Size Unftwer WoodWorlm®Shun Hs 2000a 4eg 0 1 1.50 22.00 1-1 Right Opening 2 596 585 11 31 ( / IZ.. 1 1.50 32.00 1-1 Right Opening 2 596 1008 255 1 1.50 0.00 1-1 Right Wall End 596 1170 1 1.50 42.50 1-1 Left Wall End 596 683 1 14.50 0.00 2-1 Left Wall End 4918 330 4588 1 14.50 6.00 2-1 Right Wall End 4918 330 4588 2927 1 19.50 22.00 3-2 Left Opening 1 2582 855 1727 3368 1 19.50 6.00 3-2 Right Wall End 2582 720 1862 1 41.50 4.00 4-1 Left Wall End 1578 2070 1 41.50 50.00 4-1 Right Wall End 1578 2070 1 64.00 22.00 5-2 Left Opening 1 2734 855 1879 3785 1 64.00 6.00 5-2 Right Wall End 2734 720 2014 1 68.50 0.00 6-1 Left Wall End 4696 330 4366 1 68.50 6.00 6-1 Right Wall End 4696 330 4366 2795 1 81.50 50.50 7-3 Left Wall End 544 358 187 1 81.50 56.00 7-3 Right Wall End 544 358 187 1 81.50 18.00 7-1 Left Opening 2 544 1430 175 1 81.50 27.00 7-1 - Left Opening 2 544 650 21 1 81.50 22.00 7-1 Right Opening 2 544 565 28 1 81.50 32.00 7-1 Right Opening 2 544 1008 233 1 81.50 0.00 7-1 Right Wall End 544 1170 1 81.50 42.50 7-1 Left Wall End 544 683 1 83.00 42.50 7-2 Left Wall End 544 520 24 1 83.00 50.50 7-2 Right Wall End 544 520 24 1 19.50 26.00 C-1 Left Wall End 2767 990 1777 3078 1 41.50 26.00 C-1 Right Wall End 5533 2003 3531 1 64.00 26.00 0-2 Right Wall End 2767 1012 1754 2993 1 25.50 50.00 E-2 Right Opening 4 3333 5355 1991 1 57.00 50.00 E-2 Left Opening 5 3333 5355 2030 1 32.00 50.00 E-2 Left Opening 2 91 1 39.00 50.00 E-2 Right Opening 2 638 1 44.00 50.00 E-2 Left Opening 3 823 1 51.00 50.00 E-2 Right Opening 3 277 • I WoodWorkskrohearwalis SOFTWARE �OR WOOD DESIGN Medium She UnM.waw WoodWorka Shauwalla 2000a igallaing ,�A1 levet%d 1 of ` I , +— /Z i , t i i or en .ittra. NIt rQ,yy 6450 2 • 1 • 40. 1. • v. 13680 C-1 g C_2 zo N — $ iN3 & a 15' $ g 44 4. --- _- _• �� A-i -� A-4 . ® 100 ® e 340 ® : ® 100 '� -- = ittuuJh1tt;ttJtLtttjLutJu1tLtbeJu1tLuuJtw 111ii11iS ' 70' 75' 80' 85' 90' WoodWorks Shearwalls , ; sonwA$--)FOR WOOD DESIGN L..-... i --- •Medium SW Unitwsw :.._ ... NhoilYYolks®Shatnvalb 2000a .._... 56 ♦tb11 • F-1 R-2 V H i2- . 9 • )771 o . i . .. .. ry 25 - b O ,0 A !1 A 20' / (J N T. • -1 Vt' 2 0'� a 10 'Cs.' el, y ti .__— A-2 i ; A. 1V N -S � 6 Al 6 -- . D7Yp(alleJ�t' A-4 / , er -)-- -- .. s (unless soled ep- ,,,,Ci ' 8 0' 6 10' 16 20' 25' 30' 35' 40' 45' 50' 56' 80' 85' 70' 75' 80' 85' 90' e. oPTioaS c?v&z ,cce.a e) kiuc,Dowt4S . 'fCBK —Tr-4CriTbg NDSA a 4.445- e 353 I 6102 e '!:m I41,SA 9 3705 Q e41. pupi e3�va I402A " 1- 77S Sr14D1R.1 �J237o //�o pf- e to ND7-A e7.775 inip s Ra z37o Able Engineering Co. SPA.Box 84,Anacortes,WA 98221 (360)293-414 Project No. GO II Page 'Z of /Z Subject• G4L c cJ t-1147v Al S by: aM't 1 f0ti44-fieg- 80z-rs Fve. H '& sits ck.0 7 a,rin, CO/KGZen'. SA54;au we Lo4Q L a,iGTN L'Az- / 31' s 5V 53.G 2 3Z7y 6 644.S n.= log shtickis-noC 3 #6.90 /9 is-f, G. 'f lOGE itY 16$ , i i48'60 /7 255, Y hf Co 3 1 3 / L Si I, T 3/4"46L i "o G 7 2 $(71/ CI 'Iq,o i4 — 6 — C /36s-o `{s 3044 5' i 6 6(74g0 q se 14f4 In-1" LO. CAnni40C F — D < To Vs"' ecj OL ul/sS" oc €J coKlJ 1 c,complete I J-Apert traming plan mcluoes the Trus Joist MacMillan Builders Guide T , A pert ` f '1./1 /1.25"A3\ /----‘, CI) 1a I I I Weyerhaeuser Rm1 Rm1 I The future/s growing- E Et /A3\ K \ / IC 1.25" 16" BBO _ _ _ BBO _ y 5 _ = _ — _ — _ — iIIh-� � � ii = — _ _ — _ �Iy'-� JOIST AND BEAM LIST 1F Rm1 Rm1 HI I �„ Rm1 Plot Unit #of Net Rm1 III II Ili I II ID Length Product Qty Plies Qty J70 ,n m w J70 E J2 2T 912"T I/Pro-150 joist 22 2 22 S IN S IN m N CC J327' 91/2"TJt/Pro-150 joist 1 1 1 III '1,N II J4 28' 9 1/2"TJI/Pro-150 joist 19 1 19 1A3 25" Rml "I III ,,, ; r. m1 J5 25' 91/2"TJI/Pro-150 joist 5 1 5 J6 23' 91/2"TJI/Pro-150 joist 31 1 31 LI--E- Ji J1 J J5 S J6 J6 III I J5 II J1 J7 19' 91/2"TJI/Pro-150 joist 7 1 7 JB 12' 9 1/2"TJI/Pro-150 joist 6 2 12 ,n r, III J9 12' 91/2"TJI/Pro-150 joist 2 1 2 - _ _ — r z _ _ _ BBO = _ _ _.— _ — _ — WE _ — . — _ _ an _ _ ,b BBO _"_ _ _ _ ,� � _ _ _ _ _ _ = J10 9' 9 1/2"TJI/Pro-150 joist 2 1 2 — — - - — — rtre - • _ — - - !II u • II II III II III • • III IIIII „ III n x, ACCESSORIES LIST II >IPN ;U— ;IpN cvI,- II x� n n, n Plot Unit #of Net ID Length Product Qty Plies Qty ' III II III I Rm1 17'6" 1 1/4"x 9 1/2"1.3E TimberStrand LSL 23 1 23 ,,, „ n, x III Eb 4'2" 9 1/2"TJI/Pro-150 Blocking Panels 1 1 1 Rm1 Rm1 B1 ,, Bk1 1'21/2" 9 1/2"TJI/Pro-150 Blacking Panels 26 1 26 BBO II II _ II I III BBO Sht 4'x e' 3/4"OSB 98 i 98 A3 / �B'> I r 1.25" N riv',_ N N II II LEVEL NOTES ¢ i= File Name:7356.job Level Name:MAIN FLOOR I III Plot Date:6/13/2000 1421 J4 " J7 J7• z J7 10• J4 • Design Date:6/13/2000 13:32 III Drawing Scale:1/8" = 1' n III Job Status: gB0 Foundatian...Foundation - — _ �gB�— - — - — - — MAIN FLOOR...Plotted _ _ - 6/13/2000 13:32 NOTE:Level design times indicated above provide assurance for proper level Rm1 Rm1 stacking.Upper levels must have earlier SYMBOL LEGEND IR m1 — - I design times. ' Design Methodology: ASD J TJI Joist Type Floor Area Loading Is: M Rectangular Product Type 40 psf Live Load E E 12 psf Dead Load — Bearing Wall cc rr Maximum Joist Deflection: = Beam Rm1 I I R{t U480 Live Load BBO Beam By Others(BBO) I U240 Total Load ( ) Average TJ-Pro Rating for Floor 49 Pc Parallel Closure Type /A3 \ Glued&Nailed Decking is Assumed Bk Blocking Type 1.25"/ Direct Applied Ceiling is Assumed Eb Bdre Blocking Floor Decking:3/4"OSB (Lineal board length for panels - I Normal O.C.Spacing=16'"' different from the O.C.spacing) Default Wall/Beam Width:5.5"" (l Point Load Standard Blocking:Bk1" — Line Load This layout and the associated materials list TJ-Xpert 6.03 (#660)D r- Area Load has been prepared based on project plans C6.03 06.03 56.03 P6.03 O Detail Callout Label CREATED BY JOB COMMENTS and/or information provided to 'Unless noted otherwise (See Builder's Guide) Weyerhaeuser FRONTIER ANACORTES - RICK Weyerhaeuser Company It remains the 0 Bearing Width Label 3838 S. 74th St CEDAR SPRINGS#1500-T7356 +► Joist Layout responsibility of the lumber dealer,builder, Symbol Tacoma WA 98409 architect,designer,or other responsible (253)474-8888 persons to review this information to assure FAX: (253)475-3333 that it is appropriate,accurate and complete TRUS JOIST MACMILLAN F R THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE �ti' s 3 " A 7 S; ,, tea. i ' �; .^ 'y`' � ` • i r - s ` k ( u ,ti. dig :« . 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