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HomeMy WebLinkAboutPermit D06-163 - Sumner Residence - Deck and SunroomSUMNER RESIDENCE 15625 44 AV S D06 -163 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8108600122 Address: 15625 44 AV S TUKW Suite No: Tenant: Name: SUMNER RESIDENCE Address: 15625 44 AV S, TUKWILA WA Owner: Name: SUMNER TERRY E +PATRICIA L Address: 15625 44TH AVE 5, TUKWILA WA Contact Person: Name: BOB JOHNSTON Address: 10406 HOLMAN RD N, SEATTLE WA Contractor: Name: NORTHWEST WINDOW & DOOR CO INC. Address: 10406 HOLMAN RD N, SEATTLE WA Contractor License No: NORTHWD096ME DESCRIPTION OF WORK: REMOVE AND REPLACE EXISTING SECOND STORY DECK ON FRONT OF HOME. CONSTRUCT A 128 SQ FT UNHABITABLE SUNROOM OVER NEW SECOND STORY DECK. Value of Constriction: $4,375.04 Fees Collected: $231.84 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 26 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT doc: Devperm Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -163 Issue Date: 05/17/2006 Permit Expires On: 11/13/2006 Phone: Phone. 206 - 784 -3699 Phone: 206 784 -3699 Expiration Date:03 /10/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. FIII 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N 006 -163 Printed: 05-17 -2006 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: vIA MLAAM5 L ,j I hereby certify that I have read and ordinances governing this work will be Print Name: n'( -((c-6--c- 6 (1- G C. Date: rick this permit and know the same to be true and correct. All provisions of law and d with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature` �� �` d Date:. // - 7Q C3 This permit shall become null and void If the work Is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 006 -163 Printed: 05 -17 -2006 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8108600122 Address: 15625 44 AV S TUKW Suite No: Tenant: SUMNER RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D06 -163 Status: ISSUED Applied Date: 05/08/2006 Issue Date: 05/17/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, Inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction These documents shall be maintained and made available until final inspection approval is granted. 4: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 5: All wood to remain in placed concrete shall be treated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final Inspection approval will be determined by the building Inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the Job site at the time of inspection. 9: All construction noise to be In compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: VAUDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors In the construction documents and other data. * *continued on next page ** 006 -163 Printed: 05 -17 -2006 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: (k !<L G t C G Date: S 710 c D06 -163 Printed: 05 -17 -2006 Site Address: ts0 5 44 AVG- S. Tenant Name: Property Owners Name: prk &Arena* r Mailing Address: • - M CITY OF TUKWIIA, Community Development i epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in o der to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print ** S ITE LOCATION Name: r3e1b '5 in Me Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: �' 0 Contact Person: R ob c`r Z q.lpamN plotAied eltengoapermit application (7-2004) Revised: 64-05 tat Page 1 Building Pe Ivlechanlcal• Permit No.= Public Works Permit No.. Project %No. King Co Assessor's Tax No.: 21 8 6 - 0O 1 Z 2 Suite Number: Floor: New Tenant: ❑ - -.. Yes ❑ ..No City ! CONTACT.PERSON Day Telephone: 7e 79q ` ?q1 9c44 t�i twA cit Mailing Address: IU4o( Nolmclri kJ A/ E -Mail Address: N W VVON:kAn/ FYf a�1G.1.G6N 1 ( GENERAL CONTRACTOR INFORMATION (Mechanical Contractor information on back page) State rap Fax Number: 7' L2 Company Name: /v/St W■Vidow 1 Oozy- Co' J y Mailing Address: IO4n6 1Io�rrar p4 Al M1t- t✓ State 19135 Ellt City • Contact Person: 640 . a...1 1 45106 . " "5106 Day Telephone: - 769 "SO'? E -Mail Address: 1'1U -)Lot \cio✓a e f'r 4. .4, . m- Fax Number: tO(, `-d '- j Contractor Registration Number: fr 0 ttt 1\ 1.3 it Of 4S ru r Expiration Date: C7 %'t - 2O O * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance'* ARCHITECT. OF; RECORD All plans must be wet stamped by Architect of Record State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: 70905 Holk M• anion ToiMSii:e 4530 City Fwd zip ) Day Telephone. �- Y 1 " 2t B r 83 LL, g 'r E-Mail Address: Fax Number. Valuation of Project (contractor's bid price): $ r9 t t 5Cl6 - CY° Existing Building Valuation: $ Scope f Work (please provide detailed infonnation): vv\oJQ• a Se plcau &'s k 9 t o4 v zc-o vto yket .b, Ste„ rapt C.D., 4 2,.,,r — Will there be new rack storage? ❑ ..Yes co No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ -,No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm D..None ❑. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ . -No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. e:\ pnmiu pb"tice do^RskmnM WVtraton (7-2004) Revised' loos bh Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC i"Floor 11-5° 2 Floor _ 3`" Floor , 6 — Floors thru — Basement 7S0 _ Accessory Structure r Attached Garage - 747 O .-. _-- Detached Garage - - Attached Carport.. - ,-- .-- Detached Carport - - _ Covered Deck SC) Uncovered - !.• Sin 'a-8 Valuation of Project (contractor's bid price): $ r9 t t 5Cl6 - CY° Existing Building Valuation: $ Scope f Work (please provide detailed infonnation): vv\oJQ• a Se plcau &'s k 9 t o4 v zc-o vto yket .b, Ste„ rapt C.D., 4 2,.,,r — Will there be new rack storage? ❑ ..Yes co No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ -,No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm D..None ❑. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ . -No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. e:\ pnmiu pb"tice do^RskmnM WVtraton (7-2004) Revised' loos bh Page 2 Scope of Work (please provide detailed information): Water District ❑...Tukwila ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑... ❑ ...Sewer Use Certificate 0... Sewer A T..Septic System - For onsite septic system, .. Water District #125 Submitted with Application (mark boxes which app ❑...Civil Plans (Maximum Paper Size — 22" x34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easemen Proposed Activities (mark boxes that apply): ❑...Right-of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -of -way ❑...Total Cut cubic yards ❑...Total Fill cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ... Frontage improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO# ❑...Temporar Water Meter Size.. WO# o ...Water OnIy Meter Size WO# o ...Sewer Main Extension P .lic Private 0... Water Main Extension ublic _ Private q: \\petmea pbVcc tdwytatpn application (7-2004) Revised: 64-05 Please refer to Public Works Bulletin #1 for fees and estimate shee Call before you Dig: 1400- 424-5555 ❑ ...Water I, ...Sewer ❑ ...Sewage Treatment Month l ervice Bil ep ❑ .. Highline ❑ .. Renton liability Provided ❑ .. Approved Septic Plans Prov' • d p - ide 2 copies of a current septic design approv ❑ .. Abandon ' ptic Tank ❑ .. Curb ❑ .. Pave, nt Cut Fire Line Page 3 ❑ .. Geotechnical R ❑ .. Maintenance .. Right -way Use - Profit for less than 72 hours -of -way Use — Potential Disturbance .. Work t Flood Zone ❑ ,. Storm inage FINANCE INFORMATION Fire Line Size at Property Li Number of Public Fire Hydrant(s) Cuy ❑.,.Renton le y King County Health Department n ❑...Traffic Impact Analysis ement(s) ❑...Hold Harmless ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation .. Utility Undergrounding ❑...Deduct Water Meter Size Name: bay Telephone: Mailing Address: City State Lv Water Meter RefundBilline• Name: - Mailing Address:. Day Telephone: State Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace - Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Watl/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECH PERMIT INFO& TION -- 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ' "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Magi Residential: New .... ❑ Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to all permits m this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: l Print Name: `t' Mailing Address: 1 04 O ( O Date Application Expires: _ I Date Application .Accept : q Wpam,a peke &.v a`Vama tpprratioe (7 -1004) Revised 61-05 OA ORIZED AGENT: frt-S. ».a1 4St .�lour JoL Page 4 * &r A a- Date: 5 SP a City � 4 Day Telephone: ,� °' 78'l -3 354 - rtsit 1)49 33 a (tr3 State Staff I itials: Tap 1 ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8108600122 Address: 15625 44 AV S TUKW Suite No: Applicant: SUMNER RESIDENCE Payee: NORTHWEST WINDOW & DOOR COMPANY TRANSACTION LIST: Type Method Description BUILDING - RES STATE BUILDING SURCHARGE RECEIPT Receipt No.: R06 -00683 Payment Amount: 142.28 Initials: 3EM Payment Date: 05/17/2006 03:58 PM User ID: 1165 Balance: $0.00 Amount Payment Check 60661 142.28 Account Code Current Pmts 000/322.100 137.78 000/386.904 4.50 Permit Number: D06 -163 Status: APPROVED Applied Date: 05/08/2006 Issue Date: Total: 142.28 5 05/19 9716 TOTAL 142.28 doc: Receipt Printed: 05 -17 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8108600122 Address: 15625 44 AV S TUKW Suite No: Applicant: SUMNER RESIDENCE Receipt No.: R06 -00624 Payment Amount: 89.56 Initials: BLH Payment Date: 05/08/2006 01:43 PM User ID: ADMIN Balance: $142.28 Payee: NORTHWEST WINDOW & DOOR COMPANY TRANSACTION LIST: Type Method Description Amount Payment Check 60617 89.56 ACCOUNT ITEM LIST: Description PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/345.830 89.56 Permit Number: D06 -163 Status: PENDING Applied Date: 05/08/2006 Issue Date: Total: 89.56 5215 05/08 9716 TOTAL 89.56 doc: Receipt Printed: 05 -08 -2006 Projeu on r fl R c s. Type of Insperm A L. h� I S e to L5 Li d A J Date Called: Special Instructions: Date Wanted / a.m. Requester: Phone rho: ao co- Liar -;159 3 COMMENTS: k�rrv►i� Cowl s?1-fr (l=t Par l, (Receip Date: $5 • .00 INSPECTION FEE REQ RED. Prior o inspection, fee must be p• d a •300 Southcenter Blvd., 5 e 100. Call to sechedule reinspection. IDate: Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 V I Approved per applicable codes. El Corrections required prior to approval. P ect: �77J m.1�e V . ..rS . Type of IrySp� ri t y A+ %rre$s j ti 4 A' C 7 Date Called: Special Instructions: Date W ed: L7 O & pm Requester: Phone r�Jo:` g , /- 3 & 5 C1 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: spect 'Receipt No.: (Date: CO D►JE 119-w+ t_ $ 8. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. L INSPECTION RECORD Retain a copy with permit DO 4.-t(,3 (206)431-3670 A)1) flAKt tJP tProject: SU( IV% 1.1c It Ike S. Type ofInspection: k— I klil t Address: VI ( 0 2 : 5 4 4 Ao S Date Called: Special Instructions: ' Date Wanted: per 'equester: Phone No: D.C. ter - • a 9 I 5 , 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: b A zi.,0 a ei Ptdat, 1c> Ct .Amt..--c ge_ce a 4\ ty-nam cr—C) IR • or: Date: 7— $5 .00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be pa' at 6300 Southcenter $vd., Suite 100. II to sechedule reinspection. e' t No.: IDate: . ) •.! Project: �rnit/s: !1 04 ■ / Type of Inspection: / //Ay / A dress: /,5t OLT' yin', ,S Date Called: Special Instructions: Date Wanted: .S_ 2. 3-o6,. cad_ p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMM$NTS: In . ector: Date: 8. • REINSPECTION FEE EQUIRED. ' . r to inspection, fee must be id :t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: proved per applicable codes. El Corrections required prior to approval. 04/04/2006 09:36 FAX 1 002/007 Don LBZX 99f4 —Btg (LLB) B£04b 111 'dM.L NO.Nn0 C19 11V11 oo40Z 3e1 'zlVM 'V 1938Od 60tS -99Z (194) :XV4 OLt0 -9BZ (194) :3NOHd 9tOBt 111 dML NOINI10 09 11YH 00402 DNI 'SNOOUNIIS ONl3s 3909;37,0S1 /town OIX1311 liHW$YS WAVaa 90190 VM ' YnVANfli $ 7N• Hitt mu Aaa31 Z' lYd 'a3w111S t918 Ltt (90L) 'HS I L lt£M90 MOaNIMMN tialY3C1 Mtx, --LIMN 'ATM!' PARTS LFCENO [ MALE i r VERTICAL 1 (( J OMNMEL L" / I GORIER 8' -0" V INSTALLERS LAYOUT SKETCH VERIFY ALL ALL MEASUREMENTS BEFORE CUTI1NG CUSTOMER: NORTHWEST WINDOW & DOOR cn O La � 44.5 NOTICE: DAS 106 HAS NOT MN CONFIRMED. PLEASE FAX AR APPROVAL MIEN READY 10 ORDER. RELEASE APPROAEO BY JOB NAME: SUMMER, PAT & TERRY ROOF PITCH 44.5 3" WALLS 15-11 1/4" ROOF PITCH 44.5 M /h4 44.5 A NOT TO SCALE 06W3411 04/04/06 NWWINDOW DETAILED BY: LINNET MELIOC u Cl 8' -0" RECEIVED CITY OF TUKWILA MAY 08 205 PERMIT CENTER UL 5DSL EC LEGACY FEPCRT PFt -5176 ICC LEGACT REPORT NER -567 FLORIDA PRODUCT APPROVAL 5505 FLORIDA PRODUCT APPROVAL 3851-RI FLORIDA PRODUCT APPROVAL 3521 -RI 0 0 0 0 0 N 04/04/2006 03:36 FAX 003/007 on Lau 99£B -8LZ (LLB) B£044 IN 'dMS NOsNno O IIVH oO4oZ 3d 'ZIVM "V 1a380a 6049 -99Z 99S :MI 0140 -981 986 '3NOHd WOO w 'dMS NOSNn0 as IT+H OO40a 'ONII 'SWOO JNfS ona,L 3NON' TVOSIsotoo /tOa1V0 OIX73W !SHUN 'AB NMVSO SMOG YM ' VTVAWII S 3AV Hitt SS9S1 J,aa31 IV 1Yd '83}I HIND Sire (90e) 'Hd I L L4£M90 MOONMMMN IN31V3O MOONIM ,9C MOON M „ SI* C 0 Ln (nuc� 0000 Za coo Y odSgg N V1 N 04/04/2006 09:37 FAX a 004/007 # on LUX 99£8 -8LZ (LL9) 8£094 IV$ 'dMJ NO.Nn0 Oa 11VH 00402 3d 'Z1VM 'Y 1a39014 son-sin (egg) :XYj 0L40 -9BZ (68S) ;3NOHd 9£094 Iw 'dMl NOlNn0 Oa 11VH OOtOZ '3111 'S1 OJtLL 3NON'MVOS I 00/t0/t0 :1LY0 3IN13N 13Htl1N A9 NMYSO OOIO6 YM ' Y71IMXfIL S SAY Mitt 9Z99L .l2:1213l 'P lYd 1 213wwns 4919 bye ( 000 'HS I lL4£M90 MODNWJAN 4IWW20 0/0 t 0 S NIIdS 13NYd 9 C j c W P CO WO CC U GUSSET DETAIL Ha GUSSET FRONT DECK POSTS AS SHOW w /2x4 STOCK YOEEL ILL flee STRUL1UR11L mew 1D RE PRESSURE /Rae FLOOR 1/r SCREW PMEL • 2 x 6 ,pIST PANEL SPLICE DETAIL J I 6x6ACO POST 5'— (SEE PLAN NE11)� 8 PIER HEIGHT ABOVE GRADE MAX r GRACE 1'--6' 8' -6" --1 I --1' -0 SEE PANEL SPUCE OETAT. SEE SCREW PATTERN DETAIL \ • Rao RAM Pe a tl.C.-te.,;11C1/4 pr boa Datum y az PLR PUN wit (2) 2x10 ACO LOAOBEAM FULL DECK LENGTH W/S111PSON AC611P1 COMIECT4R OR EQUAL. SWUM ABA66 POST SHOE OR EQUAL ATTACHED PER MANIFACTERER SPECS SECTION 'A' 10' -0" EXISIINc HOUSE J 4' -0" 2 x 10 LAGGED TO STRUCINLE M/ 2X4 LAGGED AS %01N1 ILBEYL 1/2' LAG BOLTS • 16' 0/C - STAGGERED. MASONRY P1 OCX (18 CON. LEDGER 7NRU- BOLTED TO STRUCTURAL DIAPFRAII #6 X 2 1/4' OEM SCREW InRRE CITY OF TUKWILA USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACQ LUMBER LEDGER DETAIL MAY 08 2n ^5 ROOF PANELS' 3 ", 0.032, 2 #, ROOF LOAD: 25 P.S.F. PERMIT CENTER 3 0 N 8 • • 0 0 s 0 O 01 0 tot vraa 17Q \P LAP rya 'ROOF WTe-R S /GL() oar- REVIEWED FOR CODECOMPLIANCE e000..wU MAY 1 2005 CilyOfTukwila RUTtnnic nfITSTnnu RECEIVED CITY OF TIONN049. MAY 0 8 2P ^.5 PERMIT CENTER D0(o1(n3 7nE MIMEO aidwl • PLASM DEMI adh • ' For. a EDGE T.21-3-32(A) 3 2 0.032 Swig& - T-21- 3 -32(M) T-21-3-32A(A) 3 2 0.032 Tongue & T- 21- 3- 32A(M) groove T-21-425-32(A) 4 2 0.032 ' Tongue & T -21- 425 -32(M) ghuove RECEIVED 0112 COPY OF TUKWILA MAY 0 8 2006 ICBO Evaluation Service, Inc. FIERI E R 5360 WORKMAN MILL ROAD • WHITf1ER, CALIFORNIA 90601 -2299 A subsidiary corporation or the . International Conference of Building Officials EVALUATION REPORT PFC -5176 Copyright o 1998 Evaluation Senioe, Inc. Reissued June 1, 1998 Filing Category: ROOF, WALLMID FLOOR PANELS — Sandwich Panels REVIEWED FOR CODE COMPLIANCE 48038 MAY 12 2006 Cover Roof Panels. PREFABRICATED FOAM CORE PATIO COVER ROOF PANELS TWO, INC. 20400 HALL ROAD CUNTON TOWNSHIP, MICHIGAP 1.0 SUBJECT Prefabricated Foam Core Patk 2.0 DESCRIPTION 2.1 General: ���� ������ttqq* I O ► �� /f f � !! T f u �� k i wila ^ The Temo, Inc., panels are used BtBQSdslaFkf6 { f 1d 1h } 11N patio covers cordom)ing to Division 11I of UBC Appendx Chapter 31. The panels are factory - assembled sandwidr panels Ming of aluminum ePins and an expanded poly- styrene foam plastic core. The panels are 3 inches (76 mm) or 4 inches (108 mm) thick and 48 incites (1219 mm) wife; and have a maximum length of 22 feet (6706 mm). 'Panel types are as follows: For SL- 1 inch =25 4 nun, 1 pc re 16 kgM&. 2.2 Materials: 2.2.1 Roof Panels: 2:2.1 :1 Cong Core material is Falcon' Maraifacturing of Michigan, Inc., Type IX impended polystyrene loam pIastic boards as recognized in the evaluation report ER -4059. The foam plastic has a 2.0 pd (32 kg4u nominal density, a name- spread rating of 25 or less and a smoke - density rating of 450 or less when tested in accordance with UBC Standard 81. 2.2.1.2 Facings: The fadng material on both sites of the panels is 0.032- inch4tik k (0.81 mm) 3105 -H14 aluminum ium alloy conlonmirg to ASTM B 209. '2.2.1.3 Adhesive: The facings are factory- adhered to the core rah adhesives described in the approved quaity control marital. The letter (A) or (M) in the panel Identification number indicates the adhesive type. 22.2 Cleats: The cleats used to interconnect the panels along their longitudnal edges are exlnuded 6063 45 akmd- nuin alloy complying with ASTM 13 221. 2.3 Installation: The roof panel length must be continuous in the direction of its slope, with no transverse joints. Panel supports must pro- (216) vide a minknum 2 -inch -wide (51 mm) continuous bearing width at support points for gravely and wind uplift loads. for other methods of panel support, the effects of the support on the panel performance must be substantiated to the satisfac- tion of the building official Connection of the panels to the structure niist be substantiated to the satisfaction of the biding official The foam plastic must be encapsulated m minimum 0.032 - inch -thick (0.81 mm) aluminum Lorgiludnal panel edges aro connected to adjacent panels uskg deats in accordance with Figure 1. 2.4 Allowable Loads: Maximum allowable gravity and wind -upift loads, based on strength and deflection considerations, are set forth in Tables 1,2and3. 2.5 tdenUficatlon: Each roof panel is identified by a label bearing the name and address of Teruo, Inc.: the panel type, the evaluation report number (PFC- 5t76), and the name of the quality control agency (C.L Professional Services). The designadan (A) or (M), indicating adhesive type, appears on the team plastic core, at one end of the panel The deats are identified by a Temo, Inc., bill of materials en- dosed in the Beat packaging. 3.0 EVIDENCE SUBMITTED Calculations, report of a fire test conducted in accordance with UBC Standard 26-3, a quaity control manual, and a re- port of transverse load tests complying with the 1080 ES Ac- ceptance Criteria for Sandwich Panels (AC04).' dated July 1996. 4.0 FINDINGS That the prefabricated roam core patio cover roof panels described In this report comply with the 1997. Uniform Building Code; subject to the following Conditions: 4.1 The panels are used only on patio covers regulated by Division IO of Appendix Chapter 31 of the code. 42 Panel fabrication, Identi8cetion and •instatlatton comply with this report and the manufacturer's in- structions. 4.3 Panel connections to the supporting structure must be designed and the justification submitted to the building official for approval. - 4.4 The remaining portions of the structure are de- signed and .constructed In accordance with the code. 4.5 The panels are fabricated at the Teruo, Inc., facility in Mount Clemens, Michigan, with follow -up in- spections by CJ. Professional Services (AA -606). This report Is subject to re- examination in two years. 6ralumlon reports of ICBO EHdulioa Service, lay are turd solely so provide Lfarwefbw to Oat s A seams of ICED, dWdng the cede apes which the report 1, bared Ewhoa01ore report are mono be casrsue Ian reepraewHng sealkeecs orgy other alt ikwa set specifically addressees sir ea an esdornwenrweucornmea- datien for use 4the sabjeanport. Tit ropant bun dvon brhpeadeat tart or r other secludes: date sabsdadbyshe appruent. The ICAO Era raga Service, Inc, technical staQ'kas ruderedMe rat feats awl/or ether dna, kddoes act pastas test focilhies to wake a Weperded refcadea. Thee is ao wanaatp by ICBO Endsaties Service, lay express or lyfed, es to aj-nnaiaror other matter lithe report are M agendact conned byshe report This d4dLiwerlydrde s, bu it nee linkdM wesiaataFT.ej. Pane 1 o/3 SUPERIMPOSED LOAD (C/a4 ac) sUnIawOSED LOAD 8ws4. IL) AIUCWAMIE SPAN 20' -0' 10 live bad 18' -0' 13 uplift lad (10 mph) 10 wind uplift 1Y -0' 20' -0' 13 winduptift w -0' 20 live lad 15 wind uplift . I8' -0' 17' -4" 19 wind uplift w-6- • 20 live load 16' -S" U'- 4 23 wid uplift 14 -3' • 50 mow lad 20anow bad - IY -r 27 uplift load (120 mph) 27 wind uplift 14' -Ir 30 snow toad. 30 mow load 12' -2" 40 snow bad 40 mow load 10' -r w mow bad 50 mow bad 9 -6 SUPERIMPOSED LOAD (C/a4 ac) ALLOWABLE SSA 10 live led 20' -0' 10 Uplift load (70mph) 2D' -0' 13 uplift lad (10 mph) 20'-O' 13 eptift bad (90 mph) 20' -0' 19 uplift load (100mph) _ 19' -4' 20 live lad 17' -1r 20 mow led 17' -4" 23 uplift lad Ir -9- 27 uplift bad 11211 mph) 16 -6' 30 snow bad U'- 4 40 snow load IX -.6" • 50 mow lad 11' -r SUPERIMPOSED LOAD (rlp.a.) ALLOWABLE SPAN' 10 Evoked 18' -0' 10 uplift load (70 mph) IS' -0' 13 uplift load (80 mph) 1$' -0' 15 uplift load 00 mph) It -0' 19 uplift load (LOO niph) 11 -r 20 live bad .16' -5' 20 mow bad 16' -5' poplin load (110 mph) 16' -3- 27 uplift load (120 mph) . 11 -1' 30 snow toad. 13' -9" 40 snow bad I2' - • w mow bad io' -r e 2 of 3 PFC -5176 TABLE 1— ALLOWABLE SPANS FOR T- 213.32(A) and T 21-3- 32A(A) FOAU ROOF PATIO PANELS' For S1:1 psf =47.81 Pa. 1 foots 304.8 mon. l inch r 25A mm, l mph is 161 bmlht_ 'These panel spans re based upon simple span wdidons. Analysis of the connection details most be provided with the engineering w design associated h their speak installation, and mbmiaed to the bwl &ng official for approval. 2Albwabte spans re based an the lesser of mcagth limits and maximum defecdoo of Viso of span. 'Panels most be sloped a minimum of l wit valid in 32 units hodwwatd (3% slope). TABLE 2— ALLOWABLE SPANS FOR T- 21332(1) AND T-21-3-32A(M) PANELSW t." Far Si: 1 psf as 47.88 Pa, I foots 3041 mun, 1 inch s 214 mm, l mph s 161 bit L7hes panel Bans am based upon dmpk qan 000dy'om anc . Analysis of the deSis most be provided with the engineering - ei dgn associated with their specific imnirios. abd tics th itted so elk bail&.g official for sppmod. " Allowable spans'tabooedoiltheks satKamegtlimA ssdmaxiummdcfectionb1M sofs(an. 3 Piintls must be sloped a minimum of I suit valid In 32 emits hortwmal (3% slope). TABLE 3— ALLOWABLE SPANS FOR T-21-4.25-32(A) AND T-21-4.25-32(13) PANELS' ForSI: 1 psf s 471H Pa, 1 foot es 3042 mum.1 inch at 25A ma , I mph 1.61 bdhc Iliac panel spry re bind upon simple span coalitions. Analysis of the cosnechon details slum be provided with the cgineering design associated with their specific b Mallatioa, and submitted so the buit&.g official kr appsovd. • "Allowable spans are based a the lesser of strength limits and maximum dc0ec of4)20 of spa xArL ww, Ir -In..a .. .. j....... nt I rr oar.. - I:n H.. - 'r. M. - - -,J tsar Jam-. Page 3 of 3 T -21332 7.21-4.25-32 S ONlrGESOE Ell SCREW OU1ER Alm. ROOF CLEAT . FIGURE 1 —CLEAT ASSEMBLY DETAIL T- 21332 -A For S1: 1 it/eh = 25.4 mm. PFC -5176 ES LEGACY REPORT ICC Evaluation Service, Inc. www.icc- es.org DIVISION 06 — WOOD AND PLASTICS Section 06120 — Structural Panels TEMO STRUCTURAL THERMAL PANEL TEMO, INC. 20400 HALL ROAD CLINTON TWP., MICHIG bwalz@ temosunrooms.c www.temosunrooms.com 1.0 SUBJECT Temo, Inc. Structural Th 2.0 PROPERTY FOR WHIC Structural Copyright 0 2003 E co m PLI IA A NC4- Ano MAY 1 2 2006 3.0 DESCRIPTION 3.1 GENERAL Temo, Inc. Structural Thermal Panels are factory assem- bled, processed wood -fiber -faced sandwich panels with expanded polystyrene (EPS) as the core material. The panels are used as load - bearing wall, floor, and roof compo- nents. The panels vary in size from 4 ft x 8 ft to 8 ft x 18 ft (1.2 m x 2.4 m to 2.4 m x 5.5 m). Panel thicknesses are 41st Inches or 61n Inches (114.3 mm and 165 mm). A Temo, Inc. Structural Thermal Panel consists of an expanded polystyrene (EPS) core with a nominal density of 1.0 pcf (16 kg/m and 7 /1s In. (11 mm) thick oriented strand board skins. Two different core thicknesses are used to manufacturer the panels, 35/9 In. (90 mm) thick foam is used for wall panels, roof panels, and floor panels, while 5 se In. (143 mm) thick foam is used for the roof and floor panels. The thicker panels are permitted for use as wall panels provided thelr allowable spans are limited to those Indi- cated for the 4 1st in. (114.3 mm) thick panels. RECEIVED CITY OF TUKWILA MAY 0 8 2006 3.2 ALLOWABLE LOADS 3.3 THERMAL BARRIER ICC•ES legacy repasts are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as on endorsement nfthe subject of the report or a recommendation for bs use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter N this report, or as to any product covered by the report. NER -567 PERMIT CENTER Re- Issued April 1, 2003 Bue4lmSAeglaml Office • 5180 Wod.ren Me Road, Whittier, California 90601 • (562) 8:99-0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Fbssmoor Road, Country Club Hills, ainois 60478. (708) 799 -2305 Legacy report on the 2000 the Interne lona! Building Code the 2000 International Residential Code for One- and Two - Family Dwellings, the SOCA National Building Code/1 999, the 1999 Standard Building Code and the 1997 Uniform Building Code° FE COPE Ppr<„!Y Nst. The 7/113 in. (11 mm) thick OSB skins are Structurwood OSB')nanufactured by Weyerhaeuser. Structural perfor- mance of the Structurwood OSB material is evaluated In Evaluation Report No. NER -108. The OSB skins are bonded to the EPS core with adhesives as specified in the Quality Control Manual (ISOGRIP SP 3030D), which are evaluated in Evaluation Report No. NER -546. The expanded polystyrene core material is a nominal 1.0 pcf (16 kg/m expanded polystyrene board manufactured by Falcon Foam. Manufacture of the foam plastic is subject to the third -parry inspection and testing of Under- writers Laboratory, Inc. Temo, Inc. Structural Thermal Panels are limited to the properties and loading conditions Indicated in Tables 1 through 4 of this report. Allowable loads are permitted to be used for shorter spans or heights. Extrapolation is not permitted. The allowable loads shown in these tables are for the Temo, Inc. Structural Thermal Panels only and do not take Into consideration the fasteners and the support- ing elements for these panels. These components of the assembly shall conform to the requirements of the applica- ble code for these Items. Except as described below, a thermal barrier, such as a layer of 1/2 In. thick regular gypsum wallboard, shall separate the Structural Thermal Panels from the interior of the building. A thermal barrier shall not be required to separate the Structural Thermal Panels from the interior of the building when the Interior of the panels are completely coated with 20 mils (dry thickness, 28 mils wet thickness) of Firefree 88 as manufactured by Precision Technical Coatings, Inc, Berkeley California. Panels that are factory coated shall be Identified as such. Panels that are field coated shall be inspected for thickness and coverage by a special inspec- tor. The special inspector shall report his or her findings to the local code official. Mr- ((Q3 % '4 Page 1 of 7 ' 'Page 2 of 7 NER -567 4.0 INSTALLATION Temo, Inc. Structural Thermal Panels are connected to each other along the panel edges by inserting standard dimensional lumber, nominal 2 by 4 or 2 by 6 depending on panel thickness. The lumber Is secured between the panels with 2 we In. (60 mm), 8d full round head nails spaced 6 -in. (152.4 mm) at the panel edges, or an ap- proved fastening method that provides equivalent or higher shear - strength properties. The panels are framed by conventional top and bottom plates of nominal 2 by 4 or 2 by 6 lumber depending on panel thickness. When the loading along the top of the panel is uniform, a single -top plate Is required. When concentrated loads are applied by roof members (trusses and beams) a column or specially designed top plate Is required, such that the loading on the panel does not exceed the allowable values given in Section 3.2 of this report. Typical methods for framing a roof system into the vertical panels are illustrated In Figure 1 of this report. Specific methods for panel connections to each other and to the supporting construction shall be Included In the design calculations and details submitted to the code official as noted In Section 7.2 of this report. 5.0 IDENTIFICATION The Temo, Inc. Structural Thermal Panel shall be identi- fied by a stamp or label on the panel containing the product panel number, name and address of the manufac- turer, the National Evaluation Service report number, and the label of the third -party inspection agency, CI Profes- sional Services, Inc. (NER- QA544). 6.0 EVIDENCE SUBMITTED 6.1 Quality control manual and Inspection procedures for Temo, Inc., for Structural Insulated Panels, prepared by Temo, Inc. and CI Professional Services, Inc. dated August 20, 2002. 6.2 Manufacturer's construction details. 6.3 Report for Sandwich Panel Tests for Roof, Floor, and Wall Panels by Terrapin Testing, Inc. dated January 19, 2000. Testing Included transverse load tests, racking shear tests, axial compressive load tests, core density tests, and concentrated bad tests 6.4 Engineering Analysis of SIPS Roof, Floor, and Wall Panels submitted by TJC and Associates, Inc., dated January 2000. Calculations are signed and sealed by Terence J. Cavanagh, P.E. The calculations Indicate panel structural properties, allowable racking shear, allowable axial bad, allowable transverse load, and allowable racking load. 6.5 Report of Testing for the Evaluation of Thermal Banters, WFCI Report #00010, by Westem Fire Center, Inc. for Terrapin Testing, Inc. dated February 3, 2000. Testing conducted using the criteria of ASTM E119. 8.6 Report of Surface Burning Characteristics of Building Material, Report No. 13060-102616, by Omega Point Laboratories, dated February 18, 1998. Testing conducted using the criteria of ASTM E84. 6.7 Quality Control Manual for Expanded Polystyrene Board for Owens Coming Falcon Foam, signed by Owens Coming and Underwriters Laboratories as third -parry quality control agency. Manual is dated November 6, 1998. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that Temo, Inc. Structural Thermal Panels described in this report, are acceptable alternative methods of construction to those specified in the the 2000 International Building Code° the 2000 International Residential Code'" for One- and Two - Family Dwellings, the BOCA National Building Code/1999, the 1999 Standard Building Code and the 1997 Uniform Building Code subject to the following conditions: 7.1 Panels shall be fabricated and erected in accordance with this report. 7.2 Design calculations and details, using the values in this report, for specific applications shall be furnished to the code official verifying compliance with this report and the applicable code. The individual preparing such documents shall possess the necessary credentials regarding competency and qualifications as required by the applicable code and the professional registration laws of the state where the construction is undertaken. The documents shall describe the connections and installation of the Temo Structural Thermal Panels, and shall be available on the job site during installation. 7.3 Panels shall bear the label of CI Professional Ser- vices, Inc. (NER- QA544), the third party inspection agency. 7.4 Panels exposed to the weather shall be protected by a weather - resistive exterior covering as required by applicable code. 7.5 Panels with openings are outside the scope of this report. 7.6 A thermal barrier shall separate the Structural Ther- mal Panels from the Interior of the building as indi- cated in Section 3.3 of this report. 7.7 Special Inspections shall be provided In accordance with Section 3.3 of this report. 7.8 Panels shall be used only where combustible con- struction is permitted by the applicable code. 7.9 Evaluation of connection details to the building frame, and evaluation of the entire building structure, in which Temo, Inc. Structural Thermal Panels are used, including resistance to wind, earthquake and uplift bads, Is outside the scope of this report. 7.10Temo, Inc. Structural Thermal Panels as described in this report shall be installed a minimum of 8 in. (203.2 mm) above grade. 7.11 This report Is subject to periodic re- examination. For Information on the current status of this report, con- tact the ICC -ES. Panel Property Panel Thickness 4-1/2 Inch 6 -1/2 Inch Allowable Shear t' 273 lbs. 4771bs. Allowable Moment 1,283 ft-Ibs 2,232 tt -Ibs Modulus of Elasticity (E) 947,562 psi 1,030,715 psi Shear Modulus (G) 311 psi 347 psi Panel Parameter 4-1/2 inch Panel Thickness Panel Height 96 in. Panel Width 96 In. Net Deflection Limit 1/8 in. Allowable Load at Deflection Limit 145 pif Panel Strength 278 pif Panel Parameter Thickness — 4-1/2 Inches Height 96 in. Width 48 In. Allowable Axial Load 868 pif 'Page 3 of7 Table 1 1. Based on strength of panel regardless of end condition 2. 1 in. = 25.4 mm, 1 Ibs = 0.453 kg, 1 ft -Ibs = 4.448 N, 1 psi = 6.895 kPa. Table 2 — Racking Shear Table 3 — Axial Load NER -567 1. Fasteners are 2 -3/8 in. 8d full round head nails, spaced at 6 in. on center 2. "Panel strength" is based on panel failure load divided by a factor of safety of 3.0. 3. Maximum allowable racking load shall be minimum value of panel and/or fastener strength. 4. For applications resulting in deflection beyond 1 /8 -in., the Engineer or Architect of Record shall confirm panel deflections will not adversely Impact the structure. 5. Panels thicker than 4-1/2-in. are permitted to be used for racking loads provided their allowable loads are limited to those Indicated for 4- 1/2 -In. thick panel. 6. 1 in. = 25.4 mm, 1 pif = 14.594 N /m. 1. Allowable axial load Is the average test failure values for resistance to axial loads divided by the safety factor of 3.0. 2. Allowable axial loads shall be limited to not more than the capacity of the fasteners used for the connection of the panel to the supporting element. 3. Fasteners are 2- 3/8 -In. 8d full round head nalls, spaced at 6 -in. on center 4. Maximum allowable axial load shall be the minimum value based on the allowable axial bad value indicated above or the capacity of the fasteners attaching the panel skins to the sill and top plates. 5. Panels thicker than 4- 1/2 -in. are permitted to be used for axial loads provided their allowable loads are limited to those presented for 4- 1/2 -in. 6. 1 In. = 25.4 mm, 1 pif = 14.594 Wm. Uniform Transverse Applied Load (psf) Panel Span Ratio H/W Deflection Limit Allowable Transverse Load Panel Thickness 4.50 in. 6.50 In. 6.0 ft 1.50 L/180 63 psf 75 psf L/240 63 psf 75 psf U360 47 psf 75 psf 8.0 ft 2.00 U180 46 psf 55 psf U240 46 psf 55 psf U360 31 psf 55 psf 10.0 ft 2.50 L/180 33 psf 43 psf U240 36 psf 43 psf U360 22 psf 41 psf 12.0 ft 3.00 U180 30 psf 35 psf L/240 23 psf 35 psf L/360 16 psf 30 psf 14.0 ft 3.50 U180 23 psf 30 psf U240 17 psf 30 psf U360 12 psf 23 psf 16.0 ft 4.00 U180 17 psf 26 psf 0240 13 psf 26 psf U360 9 pst 18 psf 18.0 ft 4.50 L/180 13 psf 22 psf U240 10 psf 21 psf U360 7 psf 14 psf Page 4 of 7 Table 4 — Allowable Transverse Load 1. Allowable Loads are for "Applied" loads. Self weight of panel is not required to be included into allowable loads shown. 2. Based upon panel width of 4' -0 ". 3. 1 in. = 25.4 mm, 1 psf (Ibf/ft = 47.88 Pa. NER -567 .-Page 5 of 7 NER -567 ASPHALT OR COMPOSITION SHINGLES ON MIN. 30 Ib. FELT ON S.T.P. ROOF PANEL 1/4" LAG SCREW @ 16" ON CENTER BEVELED PLATE, TOE NAIL WITH 8d MINIMUM, or 1 -5/8" GALVANIZED SCREW OPTIONAL 1" PRE - DRILLED ELECTRICAL CHASE 16d or 3" DECK SCREW @ 12" O.C. 8d NAIL MIN. or 1 5/8" DECK SCREWS @ 12" O.C. EACH SIDE 2x RIM JOIST PRESSURE - TREATED 2x SILL PLATE ON SILL SEALER FOUNDATION Figure 1A* FOUNDATION, ROOF and WALL CONNECTION • 'Page 6 of 7 DOUBLE 2x SPLINE, BEVEL CUT, w /16d NAILS © 12" O.C.TWO ROWS, STAGGERED 1/4' LAG SCREW © 6" O.C. S.T.P. ROOF PANEL STRUCTURAL SUPPORT MEMBER w /MINIMUM 1 -1/2" BEARING FOR PANELS, BOTH SIDE OF JOINT Figure 1B* ROOF RIDGE PLUMB CUT NER -567 *Page 7of7 S.T.P WALL PANEL FASTEN WITH 16d NAILS 12 "O.C. -EACH SIDE 2x RIM AT BEGINNING WALL CONDITION PRESSURE- TREATED 2x SILL PLATE ON SILL SEALER 8" MIN. FOUNDATION INTERIOR WALLBOARD S.T.P. FLOOR PANEL Figure 1C FOUNDATION and WALL CONNECTIONS 'THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. NER -567 ACTIVITY NUMBER: D06 -163 PROJECT NAME: SUMNER RESIDENCE SITE ADDRESS: 15625 44 AV S X Original Plan Submittal Response to Correction Letter # DATE: 05 -08 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BUiRding Division Public Wor s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 51f ilia_ 5-4 Fire Prevention Structural Incomplete ❑ Structural Review Required Approved ❑ Approved with Conditions LJ Notation: fr DATE: DATE: PI nning Division Ai ❑ Permit Coordinator DUE DATE: 05-09-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 06-06-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License NORTHWD096ME Licensee Name NORTHWEST WINDOW & DOOR CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601320763 Ind. Ins. Account Id 56470601 Business Type CORPORATION Address 1 10406 HOLMAN RD N Address 2 City SEATTLE County KING State WA Zip 98133 Phone 2067843699 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/5/1991 Expiration Date 3/10/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC 659054 02/28/2002 Until Cancelled $12,000.00 03/04/2002 #1 CBIC 659054 06/01/1991 02/28/2002 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date JOHNSTON, ROBERT T 01/01/1980 JOHNSTON, TERRY W 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= NORTHWD096ME 05/15/2006 SEPARATE fin' O R robing a cos POV City of Tukwila BUILDING DIVISION of m* wMmut prior approval of id=Na BdMft X011. NOTE: Revigons will requlre a new plan subrniW and may tndude additional plan review flees. �o Z. 35 -36 SUNNYDALE GARDENS DIV # 1 POR BEG AT PT ON W LN TR 35 DIST 486.82 FT N OF SW COR TH S 89 DEG 35 MIN 30 SEC .E 1 -50.80 FT TO TPOB TH S 00 DEG 08 MIN 30 SEC W 53.93 FT TH S 89 DEG 35 MIN 30 SEC E 74.32 FT TH S 00 DEG 08 MIN.30 SEC W 7 FT TH S 89 DEG 35 MIN 30 SEC E 73.68TT. MIL TO E LN TR 36 TH N 00 DEG 08 MIN 30 SEC E ALG;SD E LN 60.23 FT TH N 89 DEG 35 MIN 30 SEC W 148 FT. MIL TO TPOB U S -,110 1 ry z (A REVIEWED FOR CODE COMPLIANCE MAY 12 z000 Of T &vilb I ..Nr- r�fi mm Pm P�mtr Na IO "m r� *w approval Is subject to � mW Approval of comftcUm doaut� does not autloft the violation of any accepted code or ordinance, Reoelp! Of approved Field Copy and conditions Is ada�owledged; r Date: 0 City of Tukwila BUILDING DDIMON l.I11IIIlliIiIiIi iIiilil�ri211II[,1, �1�3I111_�I�' llllll 4l 11T111�IIlIII5III1II'61� Inch tits i`• • l Zl � ' I ...� < a 6 r 't !r -t'1I �a �, ,.: 8 s t � . {i,e IjL jam, y � L ,,9�,,, � .:a .5 . if iid lili .. ..vq l.l. . ll lE ►I iIIH- Z II I IIIIl III IwIR 0 111111 UIIILIn4lL nn]unEll nllulill 111, n. Ui illi i1 (i o .. �o1c.w�u�t� R81g& C v Lam` 1v �Dr L.v'�` CoUC✓a��.. V RECEIVED CITY OF TUKWILA MAY 0 8 2006 PERMIT CENTER I 1-} o V SS. ZS D 134-e-v, \2 1W rr o �- � k- aVr, 4 gzj �a 6 RECEIVED CITY OF TUKWILA MAY 0 8 2006 PERMIT CENTER I • UL 585E • IOU LEGACY REPORT ER- 5282 -P (REMEMFD UNDER 1997 UBC) • ICC LEGACY REPORT PFC -5178 •, ICC EVALUATION REPORT ESR -1403 • CALIFORNIA FACTORY BUILT HOUSING CMJ -TEM 1 -4 • FLOPoDA PRODUCT APPROVAL 5505 • FLORIDA PRODUCT APPROVAL 3957 -R1 • FLORIDA PRODUCT APPROVAL 8391 • CITY OF LOS ANGELES STANDARD PLAN HUMBER 8 PAGE NUMBER COVER SHEET 1 2 3 4 5 1x17 - 2008 \4TW000VER2008 m 4F le 71ulk4 P E'C I FIfTI 0 N� 1S iA.ND PA1I 3.625, "VUN ��0 3.625 SU` �0 3.625" SUNRO 3.625" SUNRO 0 • FLORIDA PRODUCT APPROVAL 3521 -111 r .f r r rNaS d"n d Ili 1 - P L�A,N' S M ROOF D$ e S and NC M WALDETA LAS AWI OSS 1EG� M TION a M;DLOAD CALC� ACH M S REVIEW FOR CODE COMPLIANCE Q ®aa ®rAea1�� MAY 12 7006 City Of Tukwila RI1TI I)TNIr- v)1i1TrMRi IIIIIVIII� lIrr��I++ 1IM�IIIme�I++ I �I�IIII11p I�III I d I l i 3I s:F, III TII I I= I1-11, X116 2 4 6I nch /1e „ r f SInc81872" t s 5IL' bb E6 Z6 b6. 0 l IIU. IIIIIIIIIIIIIIIIIIIIII111111. I. IIII` I1111I1VIII. IIIIIIIIII. ILlltlll�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�llllliln [1111Z Z I,*, 1' 11, T DETAILS CITRECEIVED F KILA MAY 0 8 2809 PERMIT CENTER ON ANDB/SEOABIED 0 0 0 N c mM W Z S r O M t` 10 n N n� W W 0 v ROBERT A. WALZ PE 20100 HALL ROAD QM70N TAP, LO UCENSEJ. DRA . B1M Y: ROBERT A. WALZ DTI NO. 4TEM0 00 I to z cc cc \r PATIO rOVGR Mr) WAI I CI MIATInki 18" MAX. E E OPTIONAL DOOR j � p 10 P 0 A DOOR m in 0 a D 4 LA- a CD d ..— n 0 SPACING NOT TO EXCEED 8 FEET PATIO COVER END WALL ELEVATION 1x17 - 2006 \4TEM012008 EXISTING STRUCTURE �//�//�M/MN/M/W/// 12" TYPICAL VARY TO SUIT r TYPICAL STUDIO ROOF PATIO COVER PLAN E E OPTIONAL DOOR z C) � p 10 P 0 A DOOR m in 0 a LA- a d ..— n 12" TYPICAL VARY TO SUIT r TYPICAL STUDIO ROOF PATIO COVER PLAN rAPICL rI1V1JCV IIVN TYPICAL GABLE ROOF PATIO COVER PLAN ,016100"50 MAY 12 ?006 Qty Of YLAkkWi Ia Ri 1ji,6fik1t: mi►Yimim . i.l_f..I i_I I i I I I 1 1 I i i l � i- i_I,.i_�_i i ii2 I I r L I.3ri- T r � -f -1 -I � I I i 1, � I � -I � 11 1 11- 1111 -I I I•I I I I I-p -I� ��� i j;. Inch 1116 I ' I I I 4� 51 I 61 ' � SINCe 187]' ®'. • � l�r ' r. S 5L' til' EL Zl LL 06 =r 8�._..,L, F ; °`•9 4 r E l 6 WoII IIIJIIIIIiII�IIIIIIIII�nuIlnL1lulll. I1: i�iiiillnllllllll .I:ulll�llllllI(IllllI'! iin i'iJI]IIIIIIIIIIIIIIIII, 111111lllll111 -11 l 11111111,111" 1 i e L L L CITY OF TIUKWILR MAY 0 8 2006 PERMIT CENTER o 0 o N m M N w V_ Z in R W< A 8 �m O A olZ� .! o m oh N Z °d N Z � Z 0 0. o° > o 4" W = ROBERT A W" PE 20100 HALL ROAD cUNTON W, W ucET w. IK NO" 4TEMO1 1 OF 5 r � p 10 P 0 A DOOR m in 6 N aI d ..— n rAPICL rI1V1JCV IIVN TYPICAL GABLE ROOF PATIO COVER PLAN ,016100"50 MAY 12 ?006 Qty Of YLAkkWi Ia Ri 1ji,6fik1t: mi►Yimim . i.l_f..I i_I I i I I I 1 1 I i i l � i- i_I,.i_�_i i ii2 I I r L I.3ri- T r � -f -1 -I � I I i 1, � I � -I � 11 1 11- 1111 -I I I•I I I I I-p -I� ��� i j;. Inch 1116 I ' I I I 4� 51 I 61 ' � SINCe 187]' ®'. • � l�r ' r. S 5L' til' EL Zl LL 06 =r 8�._..,L, F ; °`•9 4 r E l 6 WoII IIIJIIIIIiII�IIIIIIIII�nuIlnL1lulll. I1: i�iiiillnllllllll .I:ulll�llllllI(IllllI'! iin i'iJI]IIIIIIIIIIIIIIIII, 111111lllll111 -11 l 11111111,111" 1 i e L L L CITY OF TIUKWILR MAY 0 8 2006 PERMIT CENTER o 0 o N m M N w V_ Z in R W< A 8 �m O A olZ� .! o m oh N Z °d N Z � Z 0 0. o° > o 4" W = ROBERT A W" PE 20100 HALL ROAD cUNTON W, W ucET w. IK NO" 4TEMO1 1 OF 5 ALUMINUM CAP ALUMINUM 0.032' AT 4' ROOF PANEL AT CATHEDRAL PEAK WITHOUT BEAM DETAIL R HA.JCING RAIL MOUNT W /(f 1/4 x 3' LAO SCREW D" as CAULK EXT. EOCES ATTACH NEW 2X0 FASd BOARD J WERE REQUIRED USNO 2 1t3- LAO SCREWS INTO EACH OR TRUSS TEMO RECOMMENDED SUNROOM ROOF ATTACHMENT TO THE OOSRNO SOFFIT. SOFFIT REINFORCED AS SHOWN I SINS CENTER ROOF TO OVERHANG REINFORCING AND ATTACHMENT DETAIL CONTINUOUS HA RAIL PER ®OR O.C. TO PENETRATE SOLD) WOOD 1 3/4' MINIMUM ROOF PANEL /WALL ATTACHMENT nD 1 x17- 2006\ 4TEM0220061NTERNATIONAL2030ROOF INTERIOR ROOF CLEAT ROOF PANEL SPLICE lrJ FENDER WASHER 1/4' CARRIAGE BOLT ..: N .,- I. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN ON DRAWING NO. 4TES4 OR UNDER A CODE - APPROVED EXISTING ROOF. Z DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2008 INTERNATIONAL RESIDENTIAL CODE AND THE 2008 INTERNATIONAL BUILDING CODE 3. FASIENERSt SCREW SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, ZINC PLATED, GALVANIZED STEEL OR 2024 -T4 ALUMMIILL. 4. ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLD PANELS) ARE OF ALLOY k TEMPER 6083 -75 UNLESS SPECIFICALLY NOTED ORHERIMSE. 5. ALL EXTERIOR PORTIONS OF THE SOUD WALL PANEL WHICH ARE SUB.ECT TO WATER INTRUSION SHALL BE FULLY CAULIO D. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WRD BREAK MADE OF TEWIDERED GLASS WITH A MINIMUM 1NICONESS OF 1/8 RICH THAT COMPLIES WITH THE CODE 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE L70S7ING WALL OF THE RESDENCE THE ADEQUACY OF THE ENSTING WALL SUPPORT STRUCTURE (STUDS, HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE ENSTING FRAMING IS NOT A PART OF THIS DESIGN OR APPROVAL 8 THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REWIRED BY THE 2008 INTERNATIONAL RESIDENTIAL COOS 9. ALL ALUMINUM IN CONTACT VAIN DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE 10. EXPANSION ANCHORS SHALL BE 'HILTI KWIK -BOLT II' ANCHORS, 'TRU -FAST ZAMAC NAUN', TAPCON FASTENERS OR EQUIVALENTT, THE 1/4'0 ANCHORS SHALL HAVE A MINIMUM TENSION VALUE IN CONCRETE OF 585 POUNDS. WOOD LAGS SHALL BE 114' BY 3' GALVANIZED LAG BOLTS 11. ALL ENSTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12. SEE TABLES (A) AND (B) ON SHEET 4TES5 FOR DESIGN WIND LOADS 13. ASPHALT SHINGLES OR LIGHT WEIGHT TIE SHINGLES NOT EXCEEDING 7 POUNDS PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS 14. ALL OPERATING GLAZING PRODUCTS SUPPLIED BY INN. INC. INCLUDE Mom HPG -2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE BUILDING CODE. r - '# TABLE "'GW -9 MA'° I,- �M R 0 0 F =a��PANELt, SPA b s * , ®E�G �SI ,;�' ARRLN.ESIGNA" 10 T- 3 -2 -32 *T. ?4 fi T'"6 -2 -32 .AST'' IaT 1 2. @ ' O KH A,�D 90 WIND ^+t 15' -10'E� i 18 X10" I'" 22' -5" 30 PSF SNOW LOAD 90 MPH WIND 13' 0' �9' 15' -6" 18' -6" MAXIMUM PANEL OVERHANG IS 1' -6" MINIMUM ROOF PANEL -- SLOPE IS 2% OODE COMP T NR-...� CE AbIDI9 ^1sto MAY 7 2 2rm City Of Tukwila RI 11 [ V1TnlN^_ r ! �rCTON! IIInch h_ il' I1111811I1IiiI�I (LIIIIII(.2IIIII�I I :.I�II3III: III' II, ILIIIr411i�l�IIIIIIII1 .1511II�III�IIiIj�6i'. �.. 5L bL £L Z4 LL 0G :• Ig r g 9 ;.'S:' b E Z l Ill II�IIIIIIII .I�IIIIIIIII1IIIII.II.II I. II. llllll�I. IIIIIIII�I. I. II. IJIII�IIIIII161 1IIII11111IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII1Illllllll1lllS IllWO lll.II RECEIVED CITY OF TUKWILA MAY 0 8 2006 PERMIT CENTER 10 0 N m M VVi W IL Z o R to Ix Cr °z Go U 3� Co �C13 vmI ro 0 0� zo d m 00 Ce CIO l� mN N N J Q W z tn oz 0 CD w a M N N 0, 2008 A. WALZ PE 4TEM02 SOLID PANEL FULL HEIGHT — FEMALE AND MALI: /8 SMS O TOP AND - - - - -- - - -- - -- o SLMING WNDOW SOLID PANEL MALE /RACEWAY /FEMALE MUWONS o SDK NM o SOW WALL PAN \ \temooad \e— root \11x17- 2006 \4TEM03— NONTHERMAL l�l I1��1I111I111I111I1j1i1i111i111� .-I1f 1jL 11111. ! 1I3Ii11���► �I�1�r4'' '�1�1,IIIII5I1I1�1I1�'lllj�6�' Inch 1 /16 3 ., 3 .r:. 'JINIESTC(me Since j8p t° 5L bL EL ZL �� 04. 1 1 Z L w� ����. III�IIIIIIIII�IIIIIIIII�IIIllllll�l. l�llllll�lllilllll�l. LLI_ IJIII�IIIIIIIU�IIII111 ��111IIII 1111IIII 1111I11 I11 ���f���l���������1�������l .�l MAY 7 2 2n06 �Ilr � � °� i RECEIVED CITY OF TUKWILA MAY 0 3 2016 PERMIT CENTER o p 0 W N m O m f7 N W U_ Z 0 >< ail vs 03 O M u ul M I 'ARM - < a_ �` m to 0.6 o ."cd �a - Co L So a W) N m O J N W > M FE Ivry m 4TEM03 CONTINUOUS PANEL GU W / #8 SMS 0 12 "O.C. T BOTTOM TO ROOF PANE BASE /WALL CAP TOP EXPANDER SHALL BEAR FIRMLY ON MULLI( SECTION PRIOR TO INST LATTON OF FASTENERS 1/4"0 EXPANSION ANCH 0 140 MPH WIND SPEEE LOCATE 1- ANCHOR 2 1, SIDE OF MULLION AND ) BETWEEN EACH MULLION BASE /WALL CAP SAME AS BEARING EXPA TO MULLION BASE /WALL CAP SPLICE TO BE 8" MINIMUM FROM VERTICAL MULLION EXIST. OR NEW CONCRET SLAB IN GOOD CONDITIOI 1x17- 2008 \4TEM042006- 230614OMPH Ill \VI lvlW BEARING WALL SECTION l J I 1/4' X 3' LONG LAG BOLTS 0 140 MPH WIND SPEEDS LOCATE 1- ANCHOR 2 1/4' EACH SIDE OF MULLION AND AT 16' O.C. BETWEEN EACH MULLION. BASE/WALL CAP -� SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE —� TO BE 8' MINIMUM FROM VERTICAL MULLION INSULATED STRUCTURAL LION DECK PANELS EDS ALUM. FLASHING —� 1/4" X 3' LONG LAG BOLTS 0 140 MPH WIND SPEEDS LOCATE 1- ANCHOR 2 1/4' EACH SIDE OF MULLION AND AT 16' O.C. BETWEEN EACH MULLION. 'WALL CAP AS BEARING EXPANDER EXIST. OR DECK IN ( ALUM. Fla 1/4'1 E)"SION ANCHORS 0 140,YPH WIND SPEEDS LOCATE 1- ANCHOR 2 1/4' EACH 96t OF MULLION AND AT 16' 0. BETWEEN EACH MULLION. BASE/WALL CAP SAME AS BEARING EXPM TO MULLION BASE/TOP CAPd SPLKE -- TO BE 8' MINIMUM FROM VERTICAL`11dUIIONe EXIST. OR NEW CONCRETE SLAB IN GOOD CONDITION PIERS WITH 71E DOWNS PER LOCAL CODE AREVIEWED FOR I PANES MAY 72 2006 City n°f n� �rila T grnnj PIERS WITH TIE DOWNS PER LOCAL CODE PIERS OR FOOTINGS PER LOCAL CODE B•II a a • a BEARING WALL SECTION J3 ON CONCRETE SLAB Iz \I? s M RECEIVED CITY OF TUKWILA MAY 0 8 2006 PERMIT CENTER Qo 0 N m roi a w t- Z a � a pa ��;Jl H dam mum cr MCI 0 1 8 X � 1216 .0 >3FS 9 �F, %5- r� g oil O M V �m 1i a �m 0 Zd rl15o So N� o W �9 s_ 3 � m n N o -3 oZ Q t5 � z o Z Q N W LLj N 2 to a a M � U Q A. WAIZ PE HALL ROAD IW.Y 4TEM04 R Wind Calculations for Standard Mullions Wind Speed (80,90,100,110,120,130,140,150) 90 �ppE� REVIEWED FOR �M Exposure (B,C,D) B PLIAjvC Calculated Wind Pressure 14 MAY 7 2 _06 Male- Female Mullion Male- Stud - Female Mullion Male- Raceway - Female Mullio RIITcitY Cf Tukwila nTA1r` r1T1 /TSTO Aj Maximum Mullion Height (ft) Centroid (in) Moment of Inertia (in "4) Section Modulus (in ^3) Calculated Moment (lb *in) Allowable Fb (psi) Calculated fb Section OK \ \temocad \e— root \11x17- 2008 \4TEM0520069OMPHWIND 12 1.8282 1.3283 0.7266 15120 21000 20810 0 Maximum Mullion Height (ft) Centroid (in) Moment of Inertia (in ^4) Section Modulus (in "3) Calculated Moment (lb *in) Allowable Fb (psi) Calculated fb Section OK r 16 _2 9.6 •. b L' E L Z L �; L k '� 0{L"k�`��'�� ��ia n�. inlunlniiliiulnnlniiLiiiih .u.iliii•il - illliiiili.l��►ii 1.8264 2:4763 1.3558 2.6880 21000 19825 Maximum Mullion Height (ft) Centroid (in) Moment of Inertia (in ^4) Section Modulus (in ^3) Calculated Moment (lb *in) Allowable Fb (psi) Calculated fb Section OK 4 1�;'r� E Z_ L Wo 20 1.8502 3.7152 2.0080 42000 21000 20916 RECEIVED CITY OF TUKWILA MAY 0 8 2006 PERMIT CENTER (o O 0 �N N m t� N W Z cof D � r 1� O M n M7 W A j( n G2 ro W 0 z , zm C ° I O C CD o� aW) N Q Z ° ° Z � J N U cD p I�j Z 3 r A. WU PE HALL ROAD 011ON TNP., M DK NO.: 4TEM05 5OF5