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Home My WebLink About1613 1/2 W 8th St - Building ELECTRICAL PERMIT pl CITY OF PORT ANGELES 360-417-4735 Application Number 09 00001006 Date 9/30/09 d+ Application pin number 659284 Property Address 1613 1/2 W 8TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 4780 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc \ 1 circuit for dining lighting V Owner Contractor ` ^) ALLEN ARTHUR H OWNER V 1613 1/2 W STH ST PORT ANGELES WA 983635207 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 154393 Permit Fee 57 50 Plan Check Fee 00 Issue Date 9/30/09 Valuation 0 Expiration Date 3/29/10 C Qty Unit Charge Per Extension L 1 00 57 5000 ECH EL BRANCH CIRCUIT WO/FEEDER 57 50 Fee summary Charged Paid Credited Due Permit Fee Total 57 50 57 50 00 00 Plan Check Total 00 00 00 00 \(� Grand Total 57 50 57 50 00 00 V L D H -3 to INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL COMMENTS Signature of owner or Electrical Contractor X Date City of Port Angeles Permit Application RECEIVED Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150 ISEP 2 9 2009 Port Angeles Washington,98362 Ph.(360)417-4735 Fax:(360)417.4711 ELECTRIC �— �--� Date: 9—al— o0 INSPECTIONS ' Z&2 Single Family Dwelling d Multi-Family or Commercial* Commercial Addition/Alteration 1 Remodel/Repair* ti *Plan Review May Be Re,�uired,Pea e Complete lectrical Plan Review Infor ; n Sheet Job Address: . 7 Building Square Footage. t00 Description of above Owner In%mation Contractor Information .Name. , l C e jr Allen Name: M a i I i n Addre s: Mailing Address: City. State. Zip- City State Zip: Phone:3 0 - Fax: Phone: . Fax: License#/txp License-#/Exp. Unit Charge Qty Total(Qty Multiplied by Unit Charge) $ 93.75 $ Service/Feeder 200 Amp. $113.75 $ Service/Feeder 201-400 Amp, $160.00 $ Service/Feeder 401-600 Amp. $205.00 $ Service/Feeder 601-1000 Amp. $291.25 $ Service/Feeder over 1000 Amp. $ 2.00 $ Branch Circuit W/Service Feeder -!ms$ 57.50 1 $ Branch Circuit W/0 Service Feeder -- $ 2.00 $ Each Additional Branch Circuit $ 72.50 $ Temp.Service/Feeder 200 Amp. $ 86.25 $ Temp.Service/Feeder 201400 Amp. $116.25 $ Temp.Service/Feeder 401-600 Amp. $131.25 $ Temp.Service/Feeder 601 1000 Amp. $ 75.00 $ Portal to Portal Hourly $ 69.00 $ Sign/Outline Lighting $ 75.00 $ . Signal Circuit/Limited Energy Commercial $ 50.00 $ Signal Circuit/Limited Energy 1 &2 Family Dwelling $ 50.00 $ Signal Circuit/Limited Energy Multi-Family Dwelling $ 93.75 $ Manufactured Home Connection $ 80.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 $ First 1300 Square Ft. $ 27.50 $ Each Additional 500 Square Ft,or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $_ Each Swimming Pool or Hot Tub $ 43.75 $ Thermostat $__6764) Total Owner as defined by RCW 19.28:261 (1)Owner will occupy the structure for-two years after this electrical permit is finalized.(2)Owner is required to hire an, electrical contractor if above said property is for safe,rent or lease. After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws,N.E.0 RCW Chapter 19.28,WAC.Chapter 296.468,The City of Port Angeles Municipal Code,and Utility Specifications. Sionature of owner electrical contractor or elect.,cal administrator O Cash 9 2-1-h ock Credit C cI 8 -- — — — ——— PREPARED 3/17/10 8 03 05 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/17/10 ADDRESS 1613 1/2 W STH ST SUBDIV TENANT NBR ARTHUR H ALLEN CONTRACTOR PHONE OWNER ARTHUR H ALLEN PHONE (360) 452. 3265 PARCEL 06 30 00 0 2 4780 0000 APPL NUMBER 09 00000884 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 9/30/09 JLL BLDG FRAMING 10/01/09 AP September 30 2009 8 32 40 AM pbarthol Art 360 582 7002 October 1 2009 4 24 09 PM jlierly BL99 01 3/17/10 L BLDG FINAL TIME 03 00 March 16 2010 3 56 44 PM 1pangrle DARCY 461 6735 BLDG FINAL REMODEL PLEASE INSPECT BETWEEN 3 00 4 30 pm COMMENTS AND NOTES m J PREPARED 9/30/09 8 55 20 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/30/09 ADDRESS 1613 1/2 W 8TH ST SUBDIV TENANT NBR ARTHUR H ALLEN CONTRACTOR PHONE OWNER ARTHUR H ALLEN PHONE (360) 452 3265 PARCEL 06 30 00 0 2 4780 0000 APPL NUMBER 09 00000884 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 9/30/09 JLL BLDG FRAMING , t September 30 2009 8 32 40 AM pbarthol Art 360 582 7002 COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION � 321 EAST STH STREET PORT ANGELES WA 98362 Application Number 09 00000884 Date 8/31/09 Application pin number 462372 Property Address 1613 1/2 W 8TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 4780 0000 Tenant nbr name ARTHUR H ALLEN Application type description RES REMODEL Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 6600 Application desc RAISE ROOF APPROX 2 FT/ENLARGE 4 WINDOWS/RE ROOF Owner Contractor ARTHUR H ALLEN OWNER 1613 1/2 W 8TH ST PORT ANGELES WA 983635207 (360) 452 3265 Structure Information 000 000 RAISE ROOF RE ROOF ENLARGE 4 WINDOWS Permit BUILDING PERMIT RESIDENTIAL Additional desc RAISE ROOF ENLARGE WNDWS Permit pin number 152595 Permit Fee 165 75 Plan Check Fee 107 74 Issue Date 8/31/09 Valuation 6600 Expiration Date 2/27/10 Qty Unit Charge Per Extension BASE FEE 95 75 5 00 14 0000 THOU BL-2001 25K (14 PER K) 70 00 Special Notes and Comments August 28 2009 3 34 52 PM Brian 417 4708 OK Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 165 75 165 75 00 00 Plan Check Total 107 74 107 74 00 00 6n4 Other Fee Total 4 50 4 50 00 00 l/ Grand Total 277 99 277 99 00 00 3 - l ?-1 Separate Permits are required for electrical work,SEPA, Shoreline,ESA, utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection 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 cancel the provisions of any state or local law regulating construction or the performance of construction. t�o' A Date Print Name Signature of Contractor or Authorized Agent Signa f It(if owner is builder) T:Forms/Building Division/Building Permit G> BUILDING PERMIT INSPECTION RECORD S — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. vJ Walls Ceiling FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Onl T-Bar INSULATION. Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Fumace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES j Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. �q FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By 06N Electrical 417-4735 Construction R.W PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 p Building 417-4815 T Forms/Building Division/Building Permit - ` - 79 - y." . - 6 f NA-1 I � 62 i 710, `1623 I 1619' 1633 t IZ df i {f 161 d t 1614 f .1612 _. _. 802. . -_ 'i;` p'�y�{'+yw^,�'�•;rj�',.ryrv:r"'�.',e.-�.rr.m. �is't'#�Xa-"";:f'�r% � '`i 3,iT.r'.��rc��t"^ �f tS.t,a��r i:•�r .a ��-fin��!•f� r V b`` +k� •�G+.s �1"-`�.J�'t 4 :lt r L. `. }�' ��?��'+.t•fir �yp�,� k`�I f`y�•` .' , �r ,a A, tYH��#�''1M`w�i;.'�. ++#":k °^4"T• y/yy,,�M,,.,2t�i�'�±�'s;, 'tY .{. �I. a r�s + ,�`• 1 :T�,}#1 -v�}.fi�`-,`.yl�''.•,- �, C+!-'°F'i' .4'�T�..•�e:' 'S:. . �y'ir,v.rl'1 � ice - - .�l! �'4'}:.�M'. �'�Tl...� 6 ! ,:,� '� ..ems, � 1 1' �'.!1 5- �\� � J;{' T'tt':,-,'Sr°5'i .di°� �`{ttSS�� +'r �. .�t.G•, ?u ,ja4 1'R'�{,�f ' f ;.�. 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V��.rr,��d'ytl�.,,.;,�\,� A�, ...�.. ,r. :>;'n, �f .s•,n,.. :?f*'Sy;;''"`}.'r��' 'ri''�"`i�'�tF#,, °�M,« w��"%+% .y^�:e, 4 .s• + f. , , ' '•F'+:; i"';{� 'rif'�?�'"�}Yrtik'"�<,4� .'t•..'. },'.�:'£r M,�fY -r 1 �t'�`«p L Citi: i •+�... i.'L�:i,� gl'•'.v.F �F°„ct.: '{,t '�, Wr° 'ix j' '4>;4;'.c:r:, kw; n;Trppi '�D9arg * l' i -r6 '(�%S iY,":' •'4�4!�r��•7K? `i�' ,:r ,•a,'�?': ,d•,R,�t�S+?A`4�ML°�'P' - ''. aa,;i SE. ,i°JP.: � 'a' •ri`;�1�:,±S.r„W.�Hn trh8 ''Say. ,.{'�!-.s. iidpAv .x„ ..if .t �t -- i� N•• 4 .n„i^ r ,tx ., e '�`' ,�,�r'S ,y-•�,..,au+3„p� +1�.„ r`rF-rkt �..ti` .W,'�, xt_7t. t ;ro: i• ,a; 'a - y�' .��W v';?,+�•�t��.'o'S�:�r`'.,.r�� n��t.�y}., �:i �r� >_v �y��, •,:C'yx_r�. •.,;.; .'�;.r,��`'y`�'•3-�3*y,�r.Y,y+"al•,- ,:m'��.•+•�"�ar � :1"i'e'�.�,, r*., ,w. ' r°.,:: • � k,: IL 9 , yY �., ?' fit- �.'; y{' sp f:?'M _z.., t •t• x�: s.,.,s:.'•'='Sat :t'K � µ�„ f?'a,�?� .1. Lh`li„ •'. ,, �• er�p"^;�2a'+•':^•,- ;gr i•-��,r.' •lye % 'res ,,j.�'rS<`'a.,`,a., v:x 3,��;” ;p � ,y� l SE TTLE 98 5 - - DESCRIPTION v ( VOL. i PAGE (' RECORD OWNER 211 i ( � TOWNSITE � 31� 010 0110 �. 411 5- r 61 w p 7 x{3 3 7��5�d.311.3 13y->4YII,aea J � tree: �.� � 41x6 s __U_.�7 g 'ti� 0 6 �3O0 9. I t 10 11 063000 II 121 ( , . - ;zd� -f ��'� -12 �D roWw5rm 13 ,,� (yg,_ss wD 0 6 3 0 0 0 o el-- 1�- S 14 1'- Zg7'0 (�Is7 �j wD �I {— 1.5 16 ��r3S-S� ( 3Cj-G w-x� i � -°--{-c...� _.E._n._,a.cz_. /�C� M. dt:• ,�1�t-a? i 17 i i� can wwalw 0 63000 o ayg 19 yam 20 --- 21 22 ( ( a _ trxnst� CMF. Bt.oCX 23 24 7,.1 4.i07 389—Yrs w� 9Z.-1 79.3 25 -7e 355 Z 3 1 $ LtJ 2 26 I 27 e I - r +! I�rmslTe CrbE BtAdC�� 28 � 6 3 0 0 0 29 30 6 _�,n (2 P 31 I� t 32 �e�.nsRe � a4 33 , 63000 - dac�7 .8 34 35 -37� � ..d ,�C 36 37 otooc G 38 va3 0 0 0 0 p2 0 39 �2-1 40 aaJ - 6 x0,,.roxT,A,, BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only Attn Building Permit Technician c,... Date Received 2-Z1-03 -�, 321 E. Fifth St. Port Angeles WA 98362 Permit# 0q-Sgq (360)417-4815 fax (360) 417-4711 --� ate Approved Applicant L V , All on P n64 Property caner Phone Property Owner's Address A0 IR tt—` rt age(eS ContractorPhone Contractor's Address License # Expires E-mail PROJECT ADDRESS - Parcel Number Zoning Project Type&Brief Description. ;Residential ❑ Multi-family -❑ Comm.ercial ❑ Industrial Check all that apply ❑ New Construction ❑Addition Remodel YD KD 0 MA eh ❑ Repair N60k AN'eA ❑ Demolition (f/'vt aoi-age- house--.. Re-roof XHouse ❑ g ge o her ❑ tear off& re-roof lay over one layer ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq. ft.) Basement @ $ per sq ft. _ $ 15t Floor 2nd Floor 3rd Floor Garage Carport (1`1p eana15 3,300 Covered Porch r DD Deck Shed Other TOTAL VALUATION $ CQ C4 0� Total footprint of structures sq ft. T Lot size ft. = Lot coverage % Site Coverage = the amount of impervious su ac n a parcel including structures p ve riveways sidewalks patios and other impervious surfaces (see PAMC 94-135 for exemptions) Site coverage % Max. height of proposed structures Occupancy.group #of bedrooms Will a lawn sprinkler system be insta d? Occupant load #of full baths Will a fire sprinkler system be inst ed? Construction type #of half baths /have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understana that it is my responsibility to determine what permits are required and to nbtain permits prio to working on projects n Print Name ii ar ra f ell Signatdre T Forn-is/Building.C -io- ,n/Bldg Permit.doc j NOTES Permit#0 l - z s q 4)ts it e ` (e -G ` ►acyl T Form,,/Build!,ig Divi uOnfNotes "�` �•�, i?5 rte' K^ �'>� 'g`p ° :y•is.. •� t 4 , r ' . �a, ��"� Via,, '� J r .,,,F_ � �-` � �.. ,� o�•*" .'°�, � >'i: �• ° r 4 glow i N 4 � � �-.. �,k fid• �b � 1 oval • P _ J� xA A �v . ' i fi-4 gni p0 \Str )c1:5T I T°v�� OS$ oz--�LY�alD - AIA— .1 a tnit`q f31..ocr:.E� . I' �`SSiZ� 2 e.lZ *--t VA '„ 74 3` � 1625" 710 - ..s••x,,.,S ,.,�: ,+ a �.� 'F •af,-r�:�q � -Y`r�•:�^k- �s, a .-�a�: ,+.�,', ..�p�x`/� .'��' �"., t'� A..o y, %' "„ - - u� - a sr.. �.v• ��q., .r: '=-`,r�f. s ya -r.�.:�� ,� `vim'" ?��'C -�, :� �''.€r �' ':a,}p y. }' '"? 't t'-a"�Y.. `1k' .;,'Y^��'tfST � y:.:,< .�� •�_` `�a ,� x�==: �.�_ N..�� ,may , •j_ �., �,`� , �<,'`' ` 1618` �'•/ 41 OF •t "e .at�': ..,�,, '�.#' y. � - �`'�..�,e Fes` _, ty 715 r s 4• - -ti_ J :.. .,5' '� e�6 v d•_ S g e #ave }.` f ✓ *'''S `u� jyaJ/yy� �,.p�' �� r LL:';yls t 1603 . Ei t Y.'w Vv�' > � iLdY ^f � �a .e',� •4� � re� }i�`�, y�i� 1818 ,lw a1F -717 44 1614 , 1612 802- �� -.:- �� __ �:"'�. ,.L::-+"�� _ •rM�.,`, __ \.�/�,.��. -�. iia _.�.'^ ��:.��.. A4SEASONS (360) 023 - Fax(360)452-3047 ENG/NEEMNG, INC 619 S. Chase Street_3 Port Angeles, WA 98362 August 26, 2009 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Revision, Darcy Allen, 1613 '/2 Eighth St.,Port Angeles,WA 98363 4 Seasons Engineering, Inc has reviewed the changes for the window layout. As all the lateral in this structure is back in the existing building, changes to these windows will not effect the lateral stability of the building. If there are any questions, please give me a call at (360) 452-3023 Sincerely, IOWA.?'A� r Donna J Petersen P,,E---�- ,\/ cc Darcy Allen A 90 ,z it 5o40 D� NA kn �1 t4 IL Z -7002- Td Wd617 S0 600Z �Z '6nd Z2tiZE89092 'ON Xk.J �19SSM]d NHOf WOdJ � ��U�U�� U�� &�U��i�� U� ��xu�� nw��m�~��m Beam 4Seasons Engineering Inc. Page Project: 1613 1/2 W BGHTHST PORT ANGELES 1310-0308/25/09 Job DARCY ALLEN Oeoignodby- DonnaPeberamnPE. Client: DARCY ALLEN Checked by- Input Dmta �� """°""" m .v"vrmvno Main Span: Right Cantilever-None Check for repetitive use? Yes Tributary Width:4' Slope:n1u Dead Load: 17pu, Live Load: Snow Load: uepof Allow LL Deflection:u240 *xvw TL Deflection:u1uV DOL. 1 150 s». 1OOoouVpsi p 180 psi Fb-eVVpvi Design Checks gyp lilt, .xO Max.Value 462504 �o�o� — —'-0.0309 — ~ -0052 emwumo 2812a9 134*.5 207 0.275 0.3667 %mAllow 1e11? 37 17 k 11 bo wit Location n 2'9' 5'1/2' uv; 2'9' Reactions and Bearing 01 1.5 462 on' 1.5 462 Self-weight mmember isnot included. Member has pnactual/allowable ratio inspan 1o, urIlr%. Design|vgoverned uy uonmnonvpu. Governing load combination/u 000u+GnmwCondition Ivwpo«emLoads. Maximum hanger forces:4Vom(Loft)and 4oum(Rio»V. Program Version o.z /2//7/2004 Kitchen Nook Roof Reconstruction Structural Review for Arthur & Darcy Allen 1613 1/2 W 8th St. Port Angeles, WA 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS (360) )452-3047 ENGINEERING INC. 619 S. Chase Street- Port Angeles023 - Fax , WA 98362 August 5, 2009 City of Port Angeles Building Official 321 E. 5th Street Port Angeles, WA 98362 Subject: Scope of Engineering for, Structural Review Arthur & Darcy Allen 1613 1/2 W 8th St. Port Angeles, WA Enclosed is the structural design of the Kitchen Nook Roof Reconstruction for Arthur & Darcy Allen I have reviewed the construction of the existing framing and the proposed roof reconstruction At this time, portions of this structure that have been reviewed by the engineer include 1 Lateral Forces 2. Beams and Headers Please give me a call if you need any additional information Sincerely PAk C,y John E Partch, P E. AL ENG`�� 117 o� Structural Review Arthur & Darcy Allen 1613 112 W 8th St. Port Angeles, WA DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 625 FT DOUGLAS FIR/LARCH #2- 2 & 4 x Fb= 900 PSI SNOW LOAD GROUND= 25 PSF Fv= 180 PSI E= 1 6 (10)6 PSI SNOW ROOF = 25 PSF DOUGLAS FIR/LARCH #1- 2 & 4 x LIVE LOAD = 40 PSF (FLOOR) Fb= 1200 PSI Fv= 180 PSI DEAD LOAD = 10 PSF (FLOOR) E= 1.8 (10)6 PSI DEAD LOAD = 10 PSF (ROOF) HEM FIR#2-2 & 4 x Fb= 850 PSI DEAD LOAD = 7 PSF (CEILING) Fv= 150 PSI E= 1 3 (10)6 PSI WIND SPEED, VFm= 85 MPH GLU-LAM BEAMS 24F-V4 3 SEC GUST, Vas = 100 MPH Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP EXPOSURE C Fv= 265 PSI E= 1.8 (10)6 PSI SEISMIC ZONE D, SOIL BEARING = 1500 PSF REFERENCES (1) INTERNATIONAL BUILDING CODE 2006 (2) INTERNATIONAL RESIDENTIAL CODE 2006 (3) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-05 (4) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005(NDS-05) (5) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005(ACI 318-05) (6) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2005(ACI 530-05) (7) SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS 2005(ASCE 360) (8) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (9) ROSBORO-APA WOODCAD,VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 (10) RISA-21) RAPID INTERACTIVE STRUCTURAL ANALYSIS-2-DIMENSIONAL VERSION 6.5 General Notes 1 Ground snow load=25 PSF roof snow load=25 PSF 2. Maximum soil bearing capacity=1500 PSF 3. Seismic Zone D1 4. Wind,VFm=85 MPH, 3 second gust,Vas=100 MPH,Exposure 'C' 5. Notations on drawing relating to framing clips,joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company San Leandro,CA. Equivalent devices by other manufacturers may be substituted,provided they have ICBO approval for equal load capacities. 6. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 7 Contractor shall be responsible for all the required safety precautions and methods,techniques,sequences or procedures required to perform his work. 8. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 9. Drawings indicate general and typical details of construction,where conditions are not specifically indicated but are of similar character to details shown,similar details of construction shall be used. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2006 IBC. 2. Minimum nailing requirements:Unless otherwise noted,minimum nailing shall be in accordance with Table 2304.9.1 of the 2006 IBC 3. All structural framing lumber such as 2x_joists,and rafters to be Douglas Fir No.2,Spruce/Pine/Fir No.2,or Hem/Fir No. 2 kiln dried. 4. All 2x_studs and blocking to be Douglas Fir construction,Spruce/Pine/Fir construction,or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_Douglas Fir No.2. 7All Glu-lam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather and/or moisture shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather and/or in ground contact shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors,nails,bolts,and other fasteners in contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate(SBX) Galvanized,0.60 oz/ ftz ACQ-C,ACQ-D,CBA-A,CA-B,Other Borate(Non- Post Hot-Dip Galvanized, ZMAX galvanized, 1.85 DOT) oz/fe ,or SST300-Stainless Steel Steel Ammoniacal Copper Zinc Arsenate(ACZE) SST300-Stainless Steel and other pressure treated woods. 11 When using Stainless Steel or hot-dip galvanized connectors,the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12' o.c.staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers,or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width in stud bearing walls not detailed otherwise. 16. Provide 4x10 headers,or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width in stud bearing walls not detailed otherwise. 17 Provide 4x8 headers,or double 2x8 headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. 18. At joist areas:Provide solid blocking at bearing points and at intermediate bearing locations.Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 2-16d nails,2 10d box nails for TJI joists. 21 Attach joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12' o.c.staggered, unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6' o.c.to framed panel edges and over stud walls shown on the plans @ 12' o.c.to intermediate supports. Provide approved plywood clips @ 16' o.c.at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12' o.c. unless otherwise noted in the shearwall schedule. 24. Provide continuous solid blocking at mid-height of all stud walls over 10'in height unless wall is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 2006 IBC&ASCE7-05 LATERAL LOADS ASCE7-05 METHOD 1 WIND ANALYSIS WIDTH LENGTH LEAST DIM ASCE7-05 SEISMIC ANALYSIS SIMPLIFIED CRITERIA BUILDING DESCRIPTION 40 621 40 S1 0.484 FIRST FLOOR 9 Ss 1.120 SECOND FLOOR 9 SITE CLASS D %ROOF HEIGHT 3 Fv 1.60 MEAN ROOF HEIGHT 21 Fe 1.10 A 4 3 4 1 2AcI 8.0 Sm1 0.77 WIND EXPOSURE C Sms 1.23 WIND SPEED 100 MPH Sdt 0.52 ROOF PITCH 6 1 12 26.57 Sds 0.82 P kil p,, IMPORTANCE FACTOR 1 SEISMIC DESIGN CATEGORY D1 P. ?.I„p,V J. I,,. LCI,pm LC1,P, LC2,p� LC2,P, RESPONSE MODIFICATION FACTOR 6 112 AREA A,pm 1.30 1 19.24 25.091 5.57 7.26#OF STORIES 2 AREA B,ps3D 1.30 1 6.02 7.851 3.82 4.98 F 1.1 AREA C,ps30 1.30 1 14.34 18.69 4.44 5.80 SEISMIC BASE SHEAR COEFFICIENT 0.139 AREA D,ps30 1.30 1 5.33 6.96 3.07 4.00 AREA E,ps30 1.30 T -5.61 -7.31 -0.18 -0.23 AREA F,ps30 1.301 1 11.62 15.16 -6.19 -8.08 AREA G.ps30 1.30 1 -4.24 -5.53 1.23 1.60 AREA H,ps30 1.30 1 -9.57 12.48 -4.07 -5.31 E oh 1.30 1 13.31 17.35 1.97 -2.57 G oh 1.30 1 11.87 15.48 -2.25 -2.94 COMPONENTS AND CLADDING ROOF AREA WL+DL `AREA ZONE 1,50sgft 1.301 11 15.4 -20.08 -5.08 -50.8027 ZONE 2,50 sqft 1.30 1 -23.3 -30.38 15.38 -246.099 ZONE 3,50sgft 1.30 7 -36 -46.94 -31.94 EAVES Z2 1.30 1 -33.51 43.68 -28.68 114.724 WALL AREA ZONE 4,50sgft 1.301 11 17.6 -22.95 ZONE 5,50 sgft 1.30 1 -20.3 -26.47 LATERAL LOADING ON BRACED WALL LINES MAIN LATERAL FORCE RESISTING SYSTEM WIND LOADS SEISMIC LOADS (AREA)(PRE SUREYLENGTH SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR AREA FT FT. PSF LBS FT PLF AREA FT PSF COEFF LBS PLF A 2.3 4.0 25.09 ROOF 4.5 15 B 2.3 2.0 7.85 FLOOR C 18.69WALL 8.0 8 D 6.98 261.1 12 21.8 ETC. 0.139 219.3 18.3 PERFORATED SHEAR WALL DESIGN WALL DLROOF DL FLOOR DL 8 15l 75 WIND SEISMIC OVERALL MINIMUM PIER RESISTANCEEFFECTIVE DESIGN TRIB TRIG WALL SHEAR SHEAR HEIGHT1 WIDTH HEIGHT REaD WIDTH MAX OPENING % WALL % FULL DdUSTMEN WIDTH SHEAR ROOF FLOOR UPLIFT HOLDDOW PANEL PLF PLF FT FT FT FT HEIGHT(FT.) HEIGHT EIGHT SHTH FACTOR FEET PLF FT FT. LBS. REO'D 21.8 18.3 12 A 10.9 9.1 9 24 4 1.51 4 1 44 1 0.25 0.82 1 4.92 59.4 1 4 0.01 NONE V,J,.1, _ 1,,l-P L r- (s,"t 1 I I f I I — r _ 64 Li j 1 'F i II i 1 �._��c� '-�J;- � ��!�i �•:t�%�air_•£{"`_� .�.:` «.�_ - ROOF HEADER-Roof Beam 4 Seasons Engineering Page 1 Project: PORT ANGELES WA 10:24 48 08/05/09 Job. ALLEN REROOF Designed by- John Partch Client: ALLEN REROOF Checked by- Input Data Check of 4x12 No. 1 & Btr-Douglas Fir-Larch-Dimensional 1110 Left Cantilever,None Main Span: 9'6' Right Cantilever None Check for repetitive use? No Tributary Width: 15' Slope:0:12 Dead Load: 15 psf Live Load:20 psf Snow Load: 25 psf Allow LL Deflection:U240 Allow TL Deflection:U240 DOL. 1 150 Eb. 1800000 psi F 180 psi Fb. 1200 psi Design Checks Reaction Bending X Shear LL Defl. TL Defl. Ib psi psi in in Max.Value 2850 1100.19 89.085 -0.0919 -0.1471 Allowable 328147 1518 207 0.475 0.475 %of Allow. 87 t+{ 72 V 43 te 19V 30 f< Location 0' 4'9' 8'6-3/4' 4'9' 4'9' Reactions and Bearing Support Location Min.Bearing Reaction ft in Ib 0' 1.5 2850 9'6' 15 2850 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 72 IV%. Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattem Loads. Maximum hanger forces:2850 Ib(Left)and 2850 Ib(Right). Program Version 8.2 12/29/2005 b 0 FLOOR JOIST 1-Floor Beam 4 Seasons Engineering Page 1 Project: PORT ANGELES,WA 1033:07 08/05/09 Job- ALLEN REROOF Designed by- John Partch Client: ALLEN REROOF Checked by- Input Data Check of 2x12 No. 1 & Btr-Douglas Fir-Larch-Dimensional Left Cantilever None Main Span: 10'6' Right Cantilever,4'6' Check for repetitive use? Yes Tributary Width:14' Slope:0 Dead Load: 15 psf Live Load:40 psf Snow Load: 0 Allow.LL Deflection:U360 Allow.TL Deflection:U240 DOL. 1 150 (3 in Maximum) Eb. 1800000 psi F,,. 180 psi Fb. 1200 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft PH PH Snow Condition 1 Concentrated 14'10' 150 Dead Concentrated 14'10' 175 Design Checks Reaction Bending X Shear LL Defl. TL Defl. Ib psi psi in in Max.Value 1244.84 -815.724 174.861 -0.1391 -0.2299 Allowable 1406.34 1587 207 0.3 0.45 %of Allow. 89 Ile 51 le 84 V 46 1e 51 le Location 10'6' 10'6' 11'5-1/4' 15' 15' Reactions and Bearing Support Location Min.Bearing Reaction ft in Ib 0' 1.5 293.492 10'6' 1.5 1244.84 Self-weight of member is not included. Member has an actual/allowable ratio in span 2 of 84 V%. Design is governed by shear fv/Fv Governing load combination is Dead+Floor Live+Snow Condition 1 w/Pattem Loads. Maximum hanger forces:293.492 Ib(Left)and 0 Ib(Right). Program Version 8.2 12/29/2005 RIM FLOOR JOIST-Floor Beam 4 Seasons Engineering Page 1 Project: PORT ANGELES WA 1035 40 08/05/09 Job ALLEN REROOF Designed by- John Partch Client: ALLEN REROOF Checked by- Input Data Check of 2x12 No. 1 & Btr-Douglas Fir-Larch-Dimensional 90 Left Cantilever*None Main Span: 10'6' Right Cantilever 4'6' Check for repetitive use? Yes Tributary Width:8' Slope:0 Dead Load: 15 psf Live Load:40 psf Snow Load: 0 Allow.LL Deflection:U360 Allow.TL Deflection:U240 DOL. 1 150 (3 in Maximum) Eb. 1800000 psi F,,. 180 psi Fe. 1200 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Snow Condition 1 Uniform 1016 4'6' 112 Dead Uniform 10'6' 4'6' 132 Design Checks Reaction Bending X Shear LL Defi. TL Defl. Ib psi psi in in Max.Value 1726.14 107776 88.878 -0.1576 -0.3073 Allowable 1743.67 1587 207 0.3 0.45 %of Allow 99 V 68 ke 43 V 52 te 68 le Location 10'6' 10'6' 11'5-1/4' 15' 15' Reactions and Bearing Support Location Min.Bearing Reaction ft in Ib 0' 1.5 218.143 10'6' 1.86 1726.14 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 68 d%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live+Snow Condition 1 w/Pattern Loads. Maximum hanger forces:-218.143 Ib(Left)and 0 Ib(Right). Program Version 8.2 12/29/2005 10 97 0 CITY OF PORT ANGELES FEE RECEIPT NUMBER DEPARTMENT OF LIGHT A PER IT NUMBER APPLICATION AND ELECTRICAL PERMIT TOTAL FEE , 0 -- - CONT.LIC.NO. TIMETOCOMPLETE NO.STORIES LEGALOCCUPANCY T ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address I61-J /L wFs- 8 "'1 Post �� c 14r s CORRECT ADDRESS IS RESPONSIBILITY OF APPLICAN PERMITS W H WRONG ADDRESSES ARE CANCELLED Owner �HI.G�,t�44i0 Installation By Owner'sAddress 5/t/�1E 'Installers Address -Day Phone qC-2--3Z 65 - - Installers Phone - - Application is hereby made for Permit to install Electrical Equipment as follows: CoWcu t i{L QERDy ill uSE WALL E Put i IV rt,57V COnI(JueJ- Wiring Method AMP 240V AMP _ 240V _USE OF CIRCUIT NUMBER PER 120V 1 0OR FEE USE OF CIRCUIT NUMBER PER 120V 1 0 OR FEE CIRCUITS CIR 10 30 CIRCUITS CIR 10 30 LIGHT SIGN LIGHT -- 50 VOLTS OR LESS CONVENIENCE - MOTOR CONVENIENCE - MOTOR' - APPLIANCE ., MOTOR - - DISHWASHER _ FIRE ALARMS DISPOSAL - BURGLAR ALARM ® RANGE MISC. ,y., OVEN VWDQ 5-JviA WATER HEATER FIS LAUNDRY DRYER _ REINSTALLATION LIGHT FIXTURE# FURNACESUB TOTAL FEE GAS-OIL -. FURNACE ENERGYFEE ELECTRIC BASIC FEE ELECTRIC HEAT _ -- TOTALFEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER - A.C.UNIT AMP _ PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE - -_ - A.W.G. SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. EEl +± lleectrical Code. � Date Application made /�L./ 2 ,199to By dor � 4 ±! G2-1e CONTRACTOR OR OWNER(OR AUTHORIZED AGENT) Permission is hereby given to do the above described work,according to the conditions hereon and according to theapproved plans and. specifications pertaining thereto, subject to compliance with the Ordinances of the,City of Port Angeles. _ - -- - DIRECTOR OF CITY LIGHT Data Permit Issued -BY PLANS APPROVED L ',.2 Notify Department of City Light by Street Address and Permit Number when ready for inspection.Work must'not be covered or current turned on before inspection and O.K.for covering or service has been given by Inspector in Writing on Permit Placard. A. - Permits Phone:457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK— SEE OVER— WHITE-Original CANARY Duplicate PINK-Triplicate WHITE CARD-Inspector's Report (1 VMVI! PRINTFFC Mr. REPORT OF INSPECTOR DATE OF VISIT MADESY REMARKS 4w Z Q H S f Z_ W H H O Z O O O.K.FOR COVERING r I At �,•� EG 3 FINAL O.K.