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Home My WebLink AboutPermit M05-128 - BAY VALVE SERVICEBAY VALVE SERVICE • • • • • • Parcel No.: 2613200133 Address: 4385 S 133 ST TUKW Suite No: City a; 'Tukwila Tenant: Name: BAY VALVE SERVICE Address: 4385 S 133 ST, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Value of Mechanical: $12,000.00 Type of Fire Protection: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us COLEMAN DAN & SALLY SUE 3327 EVERGREEN PT RD, MEDINA WA CRAIG SIMON 2470 EVERGREEN PT RD, MEDINA WA Contractor: Name: MORGAN MECHANICAL LLC Address: 15308 CASCADIAN WAY, LYNNWOOD WA Contractor License No: MORGAML979RK DESCRIPTION OF WORK: SET 3 TON PACK HVAC ON ROOFTOP. TWO DROPS FROM ROOF TO SPACE. ADD 6 SUPPLIES AND 2 RETURN DUCT WORK. Furnace: <100K BTU 1 100K BTU 0 Floor Furnace 0 Suspended /Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 doc: IMC- Permit MECHANICAL PERMIT EQUIPMENT TYPE AND QUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 255 -1368 Phone: (425)743 -9731 Expiration Date:12 /12/2005 Steven Al. Mullet, Mayor Steve Lancaster, Director M05 -128 09/07/2005 03/06/2006 Fees Collected: $292.63 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 1 Thermostat 1 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M05 -128 Printed: 09 -07 -2005 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: C ■ City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us S CIS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M05428 Issue Date: 09/07/2005 Permit Expires On: 03/06/2006 Date: 0 9 �0 7 /c'5 Date: 7 2 — s 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. doc: IMC- Permit M05 -128 Printed: 09 -07 -2005 doc: Conditions Th City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200133 Address: 4385 S 133 ST TUKW Suite No: Tenant: BAY VALVE SERVICE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** M05 -128 Permit Number: M05 -128 Status: ISSUED Applied Date: 08/23/2005 Issue Date: 09/07/2005 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: Readily accessible access to roof mounted equipment is required. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 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: VALIDITY 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. Printed: 09 -07 -2005 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: Q , , � ,(,r}-1 nviS doc: Conditions M05 -128 Date: Printed: 09 -07 -2005 UO: • co 0 1 CO w : N O w u- Q; N O w w W u. tjJ Z' co ` Z CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 43as S 1331 -J S - TKLw2LA Tenant Name: I3 4 4 P 'C. SEt.VT.c:y Name: Mailing Address: 9.4 70 F - Fri . pr rL b Company Name: Mailing Address: q:\\permits plus ice changes\permit application (7.2004) Revised: 6-I-OS bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** }PA.mp C kti-11 Page I Building Permit No. Mechanical Permit Permit_ No m0s Public Works Permit No Project No: (For office use only) King Co Assessor's Tax No.: 210/; - 0/0 Suite Number: Floor: New Tenant: s.... Yes ❑ ..No Property Owners Name: Mailing Address: City CONTACT: PERSON` 2 o0 Day Telephone: 206 - ;tS -13 to % City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION. - (Mechanical Contractor information on back page) Company Name: L, n Si 40„..) Mailing Address: 9 5-4 rn PT 11.6 lv.g n N A ► c1 4 /90 City State Zip Contact Person: C p A-` . 5 vs - Day Telephone: 20C, - 2S5 — 136 s E -Mail Address: Fax Number: 4 Z ' — G'-e b— 5 R 7 t 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 ** ARCHITECT OF:RECORD All plans must be wet stamped by Architect of Record ( ( 0 - I Titd1 S e i t & w� ` 1 % 110 City Contact Person: 4 L A tJ AA) Day Telephone: 2 oL. _ 1 433 - 0 55 "7 E - Mail Address: Fax Number: ?mow - 24 [ - 3 loci ENGINEER OF RECORD = All plans must: be wet stamped by. Engineer of Record Company Name: Cut Mailing Address: I did W "RN,. r pi S FATtt. City W p. State State Contact Person: Day Telephone: . 1 .16 - L. 4 - ( ( c b I E -Mail Address: Fax Number: 2 0 b - Z D-( 17-3 t, Zip State Zip Zip BUILDING PERMIT INFORMATION - 206- 431 - 3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. 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: 0.. Sprinklers 0..Automatic Fire Alarm ❑..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. } q: \\permits plus\kc chanles\permit application (7.2004) Revised: 6.1.05 gat- - - - - - - -- " - -- -- - — - — - - - - --- -- Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Iat Floor 2 Floor 3 rd Floor Floors . thru Basement Accessory Structure* Attached Garage Detached Garage Attached Car Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206- 431 - 3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. 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: 0.. Sprinklers 0..Automatic Fire Alarm ❑..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. } q: \\permits plus\kc chanles\permit application (7.2004) Revised: 6.1.05 gat- - - - - - - -- " - -- -- - — - — - - - - --- -- Page 2 UBLIC WORKS PERMIT INFO TION 7 206 - 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided wer District ...Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless 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 ❑...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ..Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑.::Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ..:Water Main Extension Public _ Q:\\petmits pku\icc changa\pemtit application (7 -2004) Revised: 64.05 bh 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided cubic yards cubic yards „ „ „ ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ Call before you Dig: 1- 800 - 424 -5555 „ „ WO# WO# WO# Private Private ❑ .. Highline ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip Page 3 ❑ ... Renton ❑...Traffic Impact Analysis ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Unit Type:. Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >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 /Wall /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 MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: NV) t1.5 A ri ltAECHQ� t c AL Mailing Address: 1 `i6 CASrAAZR) I") / 4/A- 5'S0 City State Contact Person: hNt 114- Day Telephone: 71,6- 7/ S'- 1 3 tv '1?, E -Mail Address: Fax Number: 1 -1 i S' - `i /93 - Contractor Registration Number: 1V\oI1-G - - 1'i R. I . Expiration Date: l7,-//zlof * *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): $ 12 ooc' Scope of Work (please provide detailed information): S rr 3 T o ►v l —L ..7 (Z F Top �w o b u 2a 9,0 Dc L s p a< . 1"4_» (, S Yp p l y f ro Use: Residential: New .... ❑ Replacement ❑ Commercial: New .....' Replacement ❑ Fuel Type: Electric ❑ Gas... Other: Indicate type of mechanical work being installed and the quantity below: Mailing Address: I Sao CRs�nl2Aa t,)a� La� `506- -7 City q:1\ permits plusticc changes tpermit application (7.2004) Revised 6.1.05 bh Page 4 Tort Lt' coo PERMIT APPLICATION NOTES - Applicable to all permits in 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 5 Date: - - eS Print Name: S v „ - T\ rod l,c Day Telephone: 2e)(-, - '7 / - ) 3 ( $ State Zip Zip Date Application Accepted: Date Application Expires: Staff Initials: Gt.) Payee: CRAIG SIMONS ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 'MECHANICAL - NONRES RECEIPT Parcel No.: 2613200133 Permit Number: M05 -128 Address: 4385 5133 ST TUKW Status: APPROVED Suite No: Applied Date: 08/23/2005 Applicant: BAY VALVE SERVICE Issue Date: Receipt No.: R05 -01324 Payment Amount: 240.10 Initials: LAW Payment Date: 09/07/2005 12:05 PM User ID: 1630 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 75107970 240.10 Account Code Current Pmts 000/322.100 240.10 Total: 240.10 6911 09/0B 9716 TOTAL 240.10 Printed: 09 -07 -2005 re 00 0 ' (O W W O u_ Q F- H W ' : O Z H la Ili 2p I - W W; u- l- — O • z co H = � O 1 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2613200133 4385 S 133 ST TUKW BAY VALVE SERVICE R05 -01254 LAW 1630 MORGAN MECHANICAL TRANSACTION LIST: Type Method Payment Cash PLAN CHECK - NONRES Description RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 52.53 Current Pmts 52.53 Total: 52.53 M05 -128 PENDING 08/23/2005 Payment Amount: 52.53 Payment Date: 08/23/2005 04:09 PM Balance: $240.10 6451 08/24 9716 TOTAL 52.53 Printed: 08 -23 -2005 Projectt: / l / Type of Inspection: `I Address: r � / ��ate Called '' Special Instructions: � Date Wanted: //,— G „l %� -a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. El $58.Ob FEE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No:: Date: Proje g / Type of Inspect 2.0 s Ad ss: 6 0.95 /V. Date Calle Special Instructions: Date Wanted: �-�/' '"'\2 %0Cr c. �c a.m. p Requester: Phone No: INSPE PION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a Approved per applicable codes. COMMENTS: (Inspector: INSPECTION RECORD Retain a copy with permit 'Date: p Corrections required prior to approval. El $58.00 R!INSPECTION FE r • EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: (Date: Project: �� / Type of Ins e Address/ 4 /30 5— ,C, /33 ( Date Ca ed. Special Instructions: Date Wanted—� [ a.m. Requester: qq Phone No: / INSPECTION RECORD Retain a copy with permit I NSPECT' • ' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. ENTS: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: /l ( -/ l/ � J Type of Inspection: n .e.e„.. t "_-/mot d a l z-/ Ad s: / 4 t 5 `33 a e Called: 9 /3- 2 5 ,-- Specia Instructions: _ Date Wanted: P— ///— e5 (a.m. Request r: � Phone No: l l *Pt) COMMENTS: Insp : e - ipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Date: 20 Date: , in AG) -"v___ \.10 r) ._ $5 .00 REINSPE I ON FEE RE UIRED. Prior inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. C I to sechedule reinspection. 670 roved per applicable codes. Ei Corrections required prior to approval. P ect: ,�, [ 1 /.d / S.Pii v , v Type �f inspect' on: , .<-0 /! ., t� Ad r 13e .s- 133 sf. Date Called: ,-. Special Instructions: Date Wanted: -, a 1i ✓ ;m . p . m . Requester: L t� Phone No. asp - 1��f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nsp pproved per applicable codes. (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: (206)431 -3670 El Corrections required prior to approval. COMMENTS: , f ? "/C- �/�`i - s C1i�'n'fl� ty, ✓�S — Date: g- I �--� 58.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter B d., Suite 100. all to sechedule reinspection. Proje99 dep/t ,./ Type of / . / .,2 „ 4 Add less: / __. i / 5 --, , /3 3 rz., ate Called: / . 7 - Special Instructions: Date W?ted: ( — f-o .5– .ca.m. - p.m. Reque ter), Pho e No: .---/ 6 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P7MI ii CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (2 06)43 1 -3670 ge orrections required prior to approval. COMMENTS: c , 4, M4e. 4 L im; g 4 7 y _eig O Gf 0'7 A 2''t) Pea(' ey - 'Inspector: "—I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: V. 111 $' ill 1 s 552322 8::! i gi -A ii110112 §§ 1 1 g; 8 r4 o ln v �mSi88'� +DI I t i C n Y Y '�'SoaI1S9:°:illwdoS° a I S3SSId1S 13 i8US1dI3k1fd _R C I p 1��y1 pp a GD o O Fri - -- * 1.) ,E 3 g ci -r CO 0 cri 73 c-) rn gg 01 l9 N gg gt a p w �!I SS m J V N NOTICE: IF THE DOCUMENT IN THIS FRAME 1S LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i • a a r'. N . 0 a I/O/ 1L/ UO rnl lU • UV l .ul r••.. .� __ . Weights MN N/s — Aidery LnsbiLsd options ((OPS) /Aaatseay net VYUIghb (Lbs)'.' Atsww 34Tons Net Weight 6101'ar r ~ti * } NMNf 'u,n .. , .... :,a ^..•..:...; . a.7i :.,,:;I;.: }, t1.i a0 YiF t ! +.. . , I. Drive Motor •a,..., t + i,. ?; is . i •.u�:.r ......., . _. Coil Guards °yanked limos Paltered Cmnenisnoe Outlet 12 20 Dehurnkf0wton (Hot Gee Reheat) Gail 15 25 -•-•..�utfieonaielr.r Mz: �: s;: ., ti ..r .`2aox . •,.. ; : '; z "�YeMic Heeetes" 15 Hinged Doom 10 12 Molorend Outside Air Dumper 20 30 Manuel Outside Atr Dempar is 25 Now Control 0 a s a 38 3e SO VA"" ` Smoke Wag Return 7 Stelnieso Meal =anger. 1 6 Throuph the Sue Ekecekat a 13 Through the Ss. One 5 5 Unit Moutud °root *esker 6 6 Unit Maimed Disconnect 5 5 Noble: 1. Weights for options not isteduac5bs. 2 Nat weights/mold be oddsd lo unit weight when *Meting factory-installed accusals*. 3 Appkabla to Oes/Ekecaio Unite only. 4. Applicable to Cooing with Electric Heat UM, oily. 011/12/110 PM1 10:ua rrIA Auer tr‘u Ng* - Omni Date - 34 *as Cooling Parlanuretea Gross Cooling Capadly • 37,400 50,300 40,200 SEER' 10.5 t6lfriAliP 10,1 102 Nominal CM / ARI Rated CFM 1,2C491,250 .2)71/Ael 120/01,000 10/ ,001,000 Alll Net Cooing Capacity 36,000 49,000 MOO %stem Potter (KW) 321 .. -',.... 5.28 SAO ..-._. _. Centpreseor NeMpe 1Merntedc . L.1Mennelic." '..., 1/Scroll 1/Scroll gutless Ileasel ROMs IMP 03 Ictfr4z23- - es 82 Outdoor Coil -Type !Arced . t ..i''' UMW t;.. Lanced Lanced lbbe Site (In.) 00 0.3125 , A , ..0318 c' 0.3125 03125 Faro Ante (sq le 210 I lui','4,:, 6.17 . 9.59 Rova/FP1 2117 .w.ciii7.,. 2/17 1/17 ledger Cell -1$eil Lanced Lanced Lanced 1bbe Site lift/ 0.3125 .r, °sip , 0.3125 .3125 ce Fa Area (eq 1) 527 ;04:fir;: 4. &GO 6.17 Rowe/FP1 2/16 , 64 1 3nO: = 11 , - 3/16 3/16 Refrigerent Control Short Orifice Shar(Q*. Short Orifice Shad Orifice Drain ConnecOon No./131re (k.) Mt NPT 14/40.74Pt %., V% NPT 102 NPT Outlaw Fan 41130 Propeller iii(PPP5010 Propeller Propeller No. Usedillarneter On.) 122 AllitP"' 1/22 1/22 DriveTmenNo. Speeds DinicV1 Direct/1 Direct/1 COM 2,560 qt500,) 2,950 3,810 No,MoloreW 1/020 t141.104,., 1/0.33 110.33 Motor RPM 1,075 , ONO 1,075 1,075 Direst DM Weer Fen -Type FC Centrifugal " "C r t4414." 'I IV Centrifugal PC Centrilugef No. Used/Dternater 0.1 1/10 x 10 "`. illikif.l'"''' ' 1//1 x 11 1/11 x 11 DelveNpallo. Speeds Dkect/2 iiiiiii6V1, Direct/2 DirecV2 No. Motors 1 1 1 MOD, HP (Slendedeyersitedl 0.33/0.50 0)0 0.50/0110 0.6010.00 Motor RPM (Standenit3vershed) 95(91,100* lio.. 1,000/1,100 1,000/1,100 Motor Form Site (Stendardayeraltedl 48M6 1MS :41..:..v MVO 48/411 bolt Dim Mew No -Type - - No Used/Dermal, 00 - .. i -r1.46.,..' - DrNeTypoNo. Speedo - No. Mown - Moior HP IScondorarmsliod) - M M (StandwdOvoriood) . - Motor Frame SIN (StsnardOvarsited) - Fillers Ape Furnished • 11trovalew lNo.) Size ReCemmended (2)20x 25x1* bow 1. Cooing Perfamenes 1 mod 1t95 F ambient SOF enuring dry bub, 87 F entering wet bulb. Orals made does nor include els eller, of fen mow hest. AR I as. le net and includes rhe 2. and/or SEER s lewd st AN candesne end in eccordonce wish 00E test procedures. W al ten mohx hest. Win en suite* tat osetelkst to *20% al non** dm. Units ere welted in accordance with the UritaryM-Catedillonse EquIpment .5catIen program whIch is onARISainderd 210/240 seciptARI K SOV/50 Het 2 limed Pert Load Value is mud it ecoonlance tvith ale Sundae 210/240 or2110. Units ere rated* OW Footling, Orr Fa dry bob, Ind or F interim wet bubo Mailed cfm. 4. Haim Perlannencellnwl saltines ono nor* clamors estsbished snd wooed under Isboraiorytest conditions using Motion Netted Standards WOO, stonderds. Mew shown wis fetelevetione tit 110 2000 test. For sleation• sbove2C00 loft Mims should be Wassail thereto 014% for sed11000 feet those sae *el. Atstecelge to Ose/Electrie uses only. 5. ARA le wed in socordenceseth005 feet procedure.. & Outdoor &Ned Mine shown is toted in accedence wIthARI Summed 210. rot orloitionel information Mel lois* P0.1211 7. 7 cferM 9 ol rcercriesto Woe. For s more precise gni" see unit nenerase end seniceirstructiont. & 20s 25 faux at niedwn end low hem =dere. 20x 30fiher on Nab heat models 9. One RPM shown is low speet High weed 11PM le 1,050/1.1411. 10. Oplional 2' pleated Ours also avaibble. GM continued on nod page NMICOSIN • now General (3 4Tons) Data Standard Efficiency 31bn Convertible thole 47on Corwertible Units 7/YSCO36041 TAIRXDOM AW . TNSC048A1 WYSCORM3,A4, AW 41,V;IV - 1 - 1.00/- - 1,750/- - 58,- - Throirovoi 11sowseray 121 20x 25x1. (2)20 x751 1 15 Z tWi tXX D 3 � 1 el boo leg leg f i t tXt DD> t r obo lit XXX F, O P4 111 it fi ifi mxl 44;4 m, ti4 t . � . I! �TS r ' * $ b -bCbbb g , Sm WEI BIM Igtig ft 2 ! bbbob ob000b M50 So t I v1 AO 38 s2 SO 2 89 ES N N 111 3 E S S a MOSES EtOES 928E8 Meg; m P G O 3 itzv SUBSS SEStS swessza s= sssa 99em948 Zs mama m W A m m m O N W S N 8!988888 a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT." VOl £ 4.0 VU w.• au. v- ..... �^ --- • moor Roue DIM — CooYng with Elect* Hat — 3.6 76na Standard 07ciency; 34 Tana ►6gh Efficiency GeatEle t+k — 3ai 76na Sanded Etcin►eg — Low and Mecil in, fiat ; 3.4 Tuns MPgh Efficiency — Low and Medium Haat Dimensional (3 •5 Tons) Standard Data and High Efficiency Raw* Dal — Cosies *Mt Beady Heat — 5 Elms MA Midway . Ged6Yebia — 36 Ain, Standard MlZaian&y --High Meat 3416ns Mah •Y — Nish HAaat 6 1bn High Eifi ianar — Lag Medium and High Hot 126 " ACCEasi1L TE CONDENlATe DRAIN 11DNy1.14NADN.HOLE 4 W 1!! HMI 110 TA' 1145111M Y ELECTRICAL CONNECTION:.Walt PORN MAZER WNN1 NEAT 114111ALLEO R.0 MODELS OMAN ,n WI OASCONNEC110N IY_C MODELS ONLY► ! 143 M f 1NMM CON111 MMm COMPRESSOR TOP MAIN 4114 IN MM i !N!' 141 MM 7 MI' 114 MN M1M' 1174 MM CONDENSER FAN N 114 521 MIA CONDENSER COIL UMr CONTROL VASS 7A' 177NDM DM HOLE VIN l is 17SMM )OM NO ACCESS WIRE 1 MAP' 7!MM) O(& NOLE All dimensions are in Inches/millimeters. RIPSCO2SEN Et W • co 0 H • ln J �W Z O Ill a 'ON: 0 H W W O: 0 . .. Z. W U Z Ve/ 1L/ UU CAL LU. VU Vats* row wry vr* . Rowe DD4 — Cooing with task Nut and as/Elreeic Models — 38 Res — Roo/ Cu* Zs X Dimensional if- 5 Tansy Standard Data and High Efficiency Route DD.7 — CooRg with Bon* Holt and Qir/Dootttc Modeb — 3 6 Ins — Downlbw Duct Connections — Reid robdootod ALL fLANGES 1 HP (321AM) AN dimensions ate in inches /millimeters. RFPNCOrrEt4 z v0 too cow' w 0: g LL Q : N d . mo 0' Z H' . o H. = U. w co: _ ; i STRUCTURAL CALCULATIONS FOR ROOF MOUNTED TRANE 3 TON HVAC 4385 S. 133RD STREET TUKWILA, WA FOR BAY VALVE SERVICE SEATTLE, WA I Ems 1 -14 Zak BY rE: ChiI toph f Larson,`p.E. EISI Ltd. 1900 WEST EMERSON PL. SUITE 200 SEATTLE, WA. 98119 (206) 284 -1181 JOB NO. 05 -093 18-Aug-05 FILE copy N PeM "n. f9 1. • f`..1• REVIEWED FOR CODE COMPLIANCE annorwm AUG 31 2005 City Of Tukwila BUILD I 1 1 1IF4TON •HECEISiW CITY OF TUKWILA AUG 2 3 2005 PERMIT CENTER Mb I28 O ' U) 0 Cn w;. 2 LL N o . 11J Lu 0 0' O co` 0 I- — O; Z . o z. 'a ' a % o :L. s S 3 5ta I . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Arptg‘ ILoote tr arN veuic t.. folv •yt es0434) Li'? fir) 443t1 icA 4o $0 (a10 ic(" Uotewir vr Vi." cog euv^ia-TO J,(per 1611(.4hkrunz 03 OV 7 I.( PV I'444) ril+fie 5/0430 61..t&I.Avin Z V 4 O U r i 12 1)34 *7_) e cOAmrdee,Lo p11-1 - :/m5intsETER4. • 4:. 4 C:10.14E— -••••-• • tiy I cv• Job No. 01"-CfS1 Sheet Of Client: Project: Subject: By ac, Date: 1/ST {corislting engineers 1900 W Emerson Place 1200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 ?.caz3 SCSC / WIC/ t S�1 Sw1%Co 0a( titSL 1 POO. Sarf. tint 5‘4 ceu. ufd4s (i3c 1(4 ( ( z 3zL� rK I`ts ico u.ic(2) S : Sv SITir LASS Coe if, t' 1, 11.1t1.); u D SMSM1C/ u.S§ g.oI.t p (T3, 14141 r1 et Slid T Iuo*,< ( 1 » IPaC 111,1 ; SOSP4IC. t4% & AU Z Acal-oL,9,44.1.z.4/r (ri(a) otc.04,4 3‘‘,./640.4( rkftw VALuU OR WE AND MIARF®'PICTRAI. OC /0 Ck ( f 'r Job No. DS-439 } Sheet 2. Of Client: 3.1+ 1/, ,( Project: Subject: 8 y. ' Date: $ `� ow, r CarAtAiwr ttti<oo wr l %I LA ) 1.2(1) • A FUNCTION OR SITS CLANS AT SHORT FIIIIOa ( a 11ei etedlYt lb loppoWlaa for beesrdiea alurbf sopped sped =poem emdarba at a period. J • b. 5Yrrpsel& o/erialaallwrdrlos aid *mimic liaNe aomimeakabsprlbtrdto dttrmdeuppgrlrenMr,aapobstatimmas wil6pe• dab dNbntloa wad warless tbm03 acad. Tabus fF.torbgoeeebbeWenprrYdrbe oho awl to tbevela fordo dod rebaroloedwidor woad to Ilgeirba to Sodom 1615.14.1. . l I e . . ....L.u+++�...wt.w..o tltn eSaM 11001 VICTIM. ROar4R6RACCILMO fIDN AT SNORT PIN= Ais os A, AIM 6.. 676 O a a 110 fiats A 0.1 0.1 . 0A 01 • 0.1 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2. 1.1 1.0 .1.0 • D 1.6 •1.4 .1.2 1.1. 1.0 B 2.5 1.7 12 • 0.9 1 .. • F Note b Nate b • Nab Nola b Mote b 1/ST {corislting engineers 1900 W Emerson Place 1200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 ?.caz3 SCSC / WIC/ t S�1 Sw1%Co 0a( titSL 1 POO. Sarf. tint 5‘4 ceu. ufd4s (i3c 1(4 ( ( z 3zL� rK I`ts ico u.ic(2) S : Sv SITir LASS Coe if, t' 1, 11.1t1.); u D SMSM1C/ u.S§ g.oI.t p (T3, 14141 r1 et Slid T Iuo*,< ( 1 » IPaC 111,1 ; SOSP4IC. t4% & AU Z Acal-oL,9,44.1.z.4/r (ri(a) otc.04,4 3‘‘,./640.4( rkftw VALuU OR WE AND MIARF®'PICTRAI. OC /0 Ck ( f 'r Job No. DS-439 } Sheet 2. Of Client: 3.1+ 1/, ,( Project: Subject: 8 y. ' Date: $ `� ow, r CarAtAiwr ttti<oo wr l %I LA ) 1.2(1) • A FUNCTION OR SITS CLANS AT SHORT FIIIIOa ( a 11ei etedlYt lb loppoWlaa for beesrdiea alurbf sopped sped =poem emdarba at a period. J • b. 5Yrrpsel& o/erialaallwrdrlos aid *mimic liaNe aomimeakabsprlbtrdto dttrmdeuppgrlrenMr,aapobstatimmas wil6pe• dab dNbntloa wad warless tbm03 acad. Tabus fF.torbgoeeebbeWenprrYdrbe oho awl to tbevela fordo dod rebaroloedwidor woad to Ilgeirba to Sodom 1615.14.1. . l I e . . ....L.u+++�...wt.w..o ilia.ofilDt Seismic this droop a N NI Sat < 0.067g A A A 0.010g < SDI < 0.133g B B C 0.133g < SDI < 0.20g C C D (.2015 SDr } (1) / D' , D• . Vslus of SDs Seismic) Use Group Ci N NI SDS < 0.167g A A A 0.1678 < Sim < 0.33g B B C 0.33g < SDS < O.SOg C C D CO.56g<sDS D (Fa) D• D' consulting engineers 1900 W Emerson Place #2pO Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 0 §` 6 11,40.) = 0,1 so L1 __200154e.A4 oil, = O + I 4. l ,r j 14. ., w/ Job No, DI:o93 Sheet . 3 Of Client: BMy V4 Project: Subject: By: ai Date: _ Zr�' TALI 5.4.2.1. saw Maw CATEGORY /AIM ON SHORT PERIOD RESPONSE ACCEUMATIONE ' Seismic ice I and II thnctmes located on sites with mapped max- imum titosidered ea/dumb spectral response seaMwMbn tx 1- ecooed period, Sr, equal to at pater then 0.75g suet! be enlgnsd to Seismic Design Category B sod Seim* Use Group TB miens necked an sett e lse dblll be assigned to Sink Design Comply P. T1ri? SA.L1b INISMIO OSSIMI O TEGORY ___ - SS00110'lltlle II�ONSE AQa_dIRICIIONS 1 • Seismic Use Group I and II 'tinctures located on sites with. tapped =w- hom .csisl ed esithquabe spectral response acceleration at I- second purled, Si. equal to or pester t 0.75g shall be assigned to Seismic Design Centgu y B, end Seieaic.Use.Ghoop III streams located on each shoe ill be:assigned to Seismic Design Category F. off( .4414) (; i (t r = ,'41[4* t of t6 P • AL (EDP to STXeis) 0+ ('1 �� = +0.7(.x) ti.)4 oa (IA +) - l.( ( 0.4 . `f of ?‘ . = D. 1.D — O3(1.0)(0ft) -F 0a (14q _ .44 9 fl .34 Mi. consulting engineers 1900 W Emerson Place poo Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Sin smA c. (eJk ) = 0q (11011 ) 24)- D t, +0 t1C 44: 1010 + ei4X vs0 ,44(ax.iy4f-t), \- W f 4k t( + crj, 117 0_44 0 Otirl (og, )((,So (ote4)(009 (2141 2, Job No, O.00/ Sheet 4 Of • j 101 "7 ( - - —7, s Lou pt, i( pr Client: Project: Subject: By 0 .31:11•111■ 1 1 11 1 1111 =s- Kfry ibruir Date: All filt.s" 14" evi. ,-114 fiz 61\161- 5 ( s\ EL,/ Job No, o'3 Sheet S Of Client: tAs4 U, .uC consulting engineers Project: 1900 W Emerson Place /200 Seattle, WA 98119 Subject: Phone (206) 284 -1181 • FAX (206) 284 -1236 By: l- Date: t5( tarr Writ° I ivms 14,097/6e(7-0L t.,. \r l 1 siz t \) (Mr L.Y; (,, (, E'(bhot" L-3) Kt -p D l o Q 3 (0.1.71 (It tkrL 14 L .S;1' (1 0X( (0 $ to l�l= ^ 040 +- L1 = Ct eU to 04..„1--AuseQ vi 9 I ;L0l0ovsLXk 0410)(k = o)64( =a 30(V) � .o) 11,0 fr1 f. ' 72 G e� _ (1 = I) = Zoo 6 = 04f- III SIC 0414 CO Potto4 , = 0t-t +� = U3%, +?s4a�4- (to �x a.1 , `c.71)4 01, + 203 w, +,•, + 2 f c. = ?� 3 (( . 1 '&y consulting engineers 1900 W Emerson Place /200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 x4 C. 2e0 C,, ;Q 5. eft. _ c12.t 4-"; (7r1.0( t4 V4 f Iel /(e W� ElAr. 7 4°7w M , '' S 7)cisi ..02:1L4 � gL~ / 2 is.7Y 0i9) f + /(4 (e —� ( �L w X 83,7 (414r M z C 11, 7i 4- - X 100 A Ps; > 11 (∎CG- 3, oc.3 ‘.1 z .(roucv-ti--111 , M 1 03 pig , de- W/ l'uz 'Sbtsr t vtv►6 (fw s"1 M C3X1t) f 636'C.1 (2. S 2 tic I oo< - r Ra Job No, 01=0 Sheet W Of Client: Qk'1 OW( Project: Subject: By: Date: 31111W" CC w • 00 co la -I N w � - a: z O �0 N' W W. 6 j- - o, Z; w U = O H 2 MN/ consulting engineers 1900 W Emerson Place /200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No, flr•O Sheet 7 Of Client: { \I k,a/c( Project: Subject: By ( Dote: cti IQ . S r `'Y 14- Dig (4- (, A-_ (0(i4) = ,90 � '- w fr 0) 4 1u4 = lot - (4)(14) 130,0o µ ^ - (7 R.ar B'YZtiY) OV /L)( 31,36 ir tom - 4z ((t - M '' 4 274 0.- f /c +(. /j-- /� - i10_ l 4 4 1 r ti,'� (''t� c 135 p; 30, c.1 J 00,0 ") - �IOg A 1 / i 0 �C0.4 �� (T�(`t.X j�� 0,19 ' ` � \� -ntrty I Z�O`s 111 Y /` ///�� ZI- �r J !�` r •7 / �iivl� C 3 • RIM consulting engineers 1900 W Emerson Place 1200 Seattle, WA 98119 Subject: Phone (206) 284 -1181 • FAX (206) 284 -1236 By u-- Date: �t ‘itiusc �/' -) n. 6 L 4 L = 2Sbo t r. to (7ojX1l) i- (/1" 1 W 5") = C? ( r 440 /cfi (A obocsu - 72be A oL v- W r 2 (107.,44 L2f 040%4)0,0) = (qt ovo 1 tgb - f+ -/ . ). 0 + (MI, 033 t- '�- /4 =l.rY)V'(L /6-/ 14x44. /{-= 143.o c,., is to Job No. 0C-' 3 Sheet c e Of Client: 191 vim Project: tits Ofie/d + tdtch 2, voil I c vg Z,evoil Z a c t: 4 I10E4. ti fir CO 243°' 1 �1tI��l vL� 6ig3 p i 175141)ix -e4 j .0 t ri-4 -41,4= 1 01,4 41/4. Is' Ci,,cr4..eeto- tiocr any T . 5) (o 40 thik U t r I- TJI 25 Joist TJI 25S Joist Nominal Joist Spacing Size 12" • 16" 24" 1.9 to 2.0 2.2 to 2.4 lbsJL lbsJL TJI 35 Joist TJI 35S Joist 2.2 psf 1.7 psf 1.1 p 2.5 to 3.3 3.1 to 4.0 lbsJL IbsJL: TJI 35X Joist 3.7 psf 2.8 psf 1.9 p: 22 to 4.0 lbsJLI TJI 55Joist • 4.5 to 6.3 lbsJLI TJ145SJoist 6.8 Of 4.0 to 7.0 IbsJLI TJL. TJLX Truss 10.4 pit 3.75 to 4.25 IbsJl..l T1/50 Truss , 2.7 4 to 5 lbsJLI TJ/60 Truss 7.9 4.75 to 5.75 lbsJL■ TJM Truss 7.6 8 to 9 IbsJLI TJH Truss 3W' 10 to 12 lbsJLI Fir Framing Members Nominal Joist Spacing Size 12" • 16" 24" 2x4 1.4 psf 1.1 psf 0.7 p 2x6 2.2 psf 1.7 psf 1.1 p 2x8 2.9 psf 2.2 psf 1.5 p: 2x10 3.7 psf 2.8 psf 1.9 p: 2102 4.4 psf 3.3 psf 2.2 p: 3x6 2.4 plf 4x6 5.0 pit 4x8 6.8 Of 4x10 8.6 plf 4x12 10.4 pit stn of Mee Schedule 40, Std. Pfp. ScMdufs 10, Tin' Dry (ph) Wet (pit) plied) Wet 1 r 1.7 2.1 1W' 2.3 3.0 1W' 2.7 3J! r 3.7 52 , 2.7 3. 2W' 5.8 7.9 3.5 5. 3" 7.6 10.8 4.3 8. 3W' 92 13.5 5.0 11. 4" 10.9 16.4 5.6 14. 5" 14.8 23.5 7.8 20. r 192 31.7 _ 9.3 26. r 28.6 50.8 16.9 40. 10" 40.5 74.6 Material Weights Weight Of Materials - Roof and Floor Requirements Refer to local building code for•live load design requirements. Composition Roofing 2 -15 lb. and 1 -90 lb. 3 -15 and 1 -90 lb. 3 -ply and gravel 4 -ply and gravel 5 -ply and gravel IRMA (Insulated Roof Fir Sheathing (Based on 36 pcf) %" plywood 1" plywood %" plywood %" plywood Ws" plywood 1" sheathing 2" decking 3" decking' 4" decking 11.2 . L„ L. 1.7 psf 2.2 pat 5.6 psf 6.0 psf 6.5 psf Membrane Assembly) 2" 13.0 pat Single -ply roofs (Insulation not included) Ballasted system 13.0 psf Mechanically fastened 2.0 psf Fully adhered 2.0 psf 1.1 psi 1.5 psf 1.8 psf 2.3 psf 3.4 psf 2.3 psf 4.3 psi 7.0 psf 9.3 psf Miscellaneous Decking Materials Poured gypsum (1" thick) 6.5 psf Vermiculite concrete (1" thick) 2.6 psf Corrugated galvanized steel 16 ga. 2.9 psf 20 ga. 1.8 psf 22 ga. 1.5 psf 24 ga. 1.3 psf Asphalt shingles 2.5 psf Wood shingles 2.0 psf Clay tile 9.0 to 14.0 psf Rigid Insulation Temlock Cork Gold bond Styrofoam Foamglass Rigid fiberglas Roll or Batt Insulation Rock wool Glass wool ALPOL Floors Hardwood (Nominal 1 ") Concrete (1 " thick): Regular Lightweight Linoleum or soft tile 34" ceramic or quarry tile GYP -CRETE (3: ") Ceilings Acoustical fiber tile 1" gypsum board %" gypsum board Plaster (1" thick) Metal suspension system (including tile) Wood suspension system (including tile) (1" thick) 1.2 psf 0.7 psf 1.5 psf 0.2 psf 0.8 psf .1.5 psf (1" thick) 0.2 psf 41" thick) 0.3 psi (1" thick) 0.1 psf 4.0 psf 12.0 psf 6.0 to 10.0 psi 1.5 psf 10.0 psf 6.5 psf 1.0 psf 2.2 psf 2.8 psf 8.0 psf 1.8 psf 2.5 psf Note: When accumulating total dead load we strongly urge you to use a minimum of 1.5 psf for 'miscellaneous' with all dead loads. Approximate Weights of Trus Joist Products Weight of Sprinkler Systems • SPECIES AND COMMERCIAL GRADE SIZE CLASSIFI• •CATION ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH .. EXTREME FIBER IN • SENDI(IG Fs ,. . .. • • ' .. .. ,.. Horizontal Shear F, Com ... ikon pee psndlcular • lo Grain F.I. F 21 Cpnlpfas s Para Iel to Mein . F MODULUS OF'' ELASTICITY E 21 . . U.S.C. STDS UNDER . WHICH GRADED . Single- member Uses : Repetitive- member Uses Tension t 00111111 ; to Groh • F DOUGLAS FIR — LARCH DOUGLAS FIR — LARCH Dense Select Stnictuial Select Structural • Dense No..1 Np. 1 ' Dense No. 2 hio. 2 No.3 - Appearance Stud (Surfaced dry or suffaced (North) .. 2' to 4' thick 2' to 4' wide green. Ujed • 2450' ' - 2100 2050 1750 ` 1700 .1450 800 1750 ' 800 at 19% max. .;. 2800 • - • 2 4 0 0 ' 2400 - 2050 ; ' .1950 ' 1630 . 925. 2050 ' 925 m.c.) • 1400 ' . • : , :1200 •_ 1200 1050. 1000 ... 850 475 1050 ' 475 .. • .. . 95 .95 • 95 95 95 95 95 95 95 730 _ °:. .730 625 730 .. 625 625 625 625 ' 1830 ., 1600 1450 1230 ..1150 .. 1000 ' IS� ' ,690 , �� 25-2 ' 25 -3 and 254 ( footnotes 2 through 9, 11, 13, 15 and 16) Constriction Standard Utility . . 2' to 4' • thick 4' wide 1030 600 . 275 . . , 1200 . 675 325 .. _ 625. 350 175 . 95 9 5 95 _ 625. 6 25 625 1150 .. • 92,5 6( .1500000 , , 1,500,000 1;500,000 .... Dense Select Structural . Select Structural Dense No. 1 '.No.I . Dense No. 2 No. 2 Np. 3 and Stud 4,PPeeilffre. 2'. to 4" thick 5" and wider 2100 1800 1800 '1500 1250 .' 1$00 . 1400 1200 : 1200: 1000: 775 . 650 375 1000 . 95 95 .95 .95 .95 .95 95 95 7.30 - 625 730 62.5 730 625 625 625 1650 • 1400 14sp 1250 1250 1050 671 . 1500 • TAI 5-A•1— ALLOWABLE UNIT STRESSES—STRUCTURAL MBER — (Continued) Allowable Unit Stresses for Structural Lumber FADING (Normal loading. Bee also Section NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1-IAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • 4f Deane Select Structural Select Striictival Daise No. l No. l : - - Beams and �� 12 - 1900 1000 _ -, , 1330 ,:. 1300 - — - _. — §§FE .. 85 . 85 _ 8S 85'' 625. ; 730 625 1300 . 1100 1100 • 925 - 1,700;000 1.600;000 1 1.600,000 - . 25 -3 (See footnotes 2 through 9) ' Dense Select Structural Select Structural Dense No.1 No. 1 - • Posts and '1"r x12 1750 - 1500 1600. . 1200 I I i' 4.E1 - 85 • 85 ' 85 83, :: - - 730 625 730 625.. •- 1350 - 1150 1200 1000 i • 1,700,000 1,600,000 1,700,000 . 1.6000,000 Select Dex Commercial Dex Decking 750 17 145(1 2000 1430 - — -7 . 625 625 _ — 1.800.000 1,700,000 Dense Select Structural Select Structural Dense No. 7 No.' 1 Dense No. 2 No. 2 . Beams and Stringers 12 • 1850 1600 15 , 1 1= 1"11 875 — — — — -• 1100 950 775 775 675 500 425 85. : 85 . • 85 730. 625' 730 625 730 625 1300 1100 1100 925` '. ! 700 600 g§g§gg - 254 • ( footnotes 2 through 10) Dense Select Structural Select Structural Dense No. 1 No. 1 DenseNo.2 No.2 ' • Posts and Timbers 12 • 1750 1500 1400 1200 °- - 800 700 — — — — — — 1150 1000 '950 ' 825 • 550 475 . 85 85 85 - 85 85 85 730 - 625 730 625 730... 625: - .. — _ -. 1350 1150 1200 . 1000 ; :— _..:'50._i_, .475 , Selected De _ Commercial king Decking . . .77 . . -- 2000 1650.: _ -,— , Outfaced used at 1346 — . , _ — . 4 u at 15% m. m.c. max. m.c.) ' - . — , , and:. ' . — -77, . f .. ... _ .1.890.00 000 1.704 ._. 1900000 1,700,000 Selected Commercial CommCommercial Decking al Decking . — — . ..._2150 - 1800 n • (CO/14nlle¢1. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT." DESIGN VALUES FOR WOOD CONSTRUCTION NDS SUPPLEMENT 3] .:w USE WITH TABLE 4A ADJUSTMENT FACTORS AMEF!CAN FOREST 8. PAPER ASSOCIATION BIOS v'( (nta.► 'Table 4A 4Base'Deslgn Values for Visually Graded Dimension Lumber (2 " -4 "thick) (All species except Southern Pine — see Table 4B) (Tabulated design values are for normal load duration and dry service conditions. See NDS 4.3 for a comprehensive description of design value adjustment factors.) Species and commercial grade ASPEN Select Structural No.1 No.2 No.3 Stud ConstructIon . .. BEECH - BIRCH- HICKORY ' Select Structural No.1 No.2 No.3 Stud : iS riderd. 3 Select Structural No.1 No.2 No.3 Stud Con 4 ,�nad �Utillty '! . DOUGLAS FIR -LARCH Select Structural No.1 IQo.i � No.2 Stud :Construction 8tandard Utility Select Structural No.1/No.2 No.3 :Stud ?'Construction. iStandard Utility Select Structural No.1 No.2 No.3 Stud Construction 'Standard Utility Size classification 2" & wider 2" & wider 24» wllte 2" & wider 2" & wider 2" & wider 2" & wider .2 "4.4/ide.7 2" & wider 2" & wider • 2'4":0rliie DOUGLAS FIR -LARCH (NORTH) 2" & wider 2" & wider 2'-4 "•wide' DOUGLAS FIR -SOUTH 2" & wider 2" & wider 2'-4', wide Design values in pounds per square inch (psi) Bending Fb 875 625 600 350 '475 1450 1050 1000 575 775 • 875 625 625 350 475 . .!;179 :t 1500 1350 850 475 •650 "250 • 1350 925 850 500 675 . .: 550. '250 ` Tension parallel to grain F 500 375 350 200 .275 ` •' i;l 1200 950 750 425 475 1 c';'� 5 850 600 600 350 .450 525 375 350 200 :275 is ''4!25 :�'`�i?;t '1100 ' ? 1000 800 675 575 325 450 •:'976 '^ 1175 825 500 300 900 600 525 300 425 ::. . Sheer parallel to grain F„ 120 120 120 120 120 s" :(;•1120 195 195 195 195 '195 125 125 125 125 125 180 180 180 180 180 180 ,t' :;1e0 180 180 180 t'>': irt180 80 . .'18 180 180 180 180 180 1180 Compression perpendicular to grain F 265 265 265 265 .265 715 715 715 715 .715 320 320 320 320 320 625 625 625 625 625 625 625 625 625 625.....;. •1'; : i625 `r 520 520 520 520 520 '520 :.520 Compression parallel to grain F, 725 600 450 275 '300 .1825 ;)475 UtJV • 775 625 475 275 300 u , i;:.�bDD 'tip I:325 1700 1550 1500 1350 775 850 1850 ..f ...:.900 ' 1900 1400 825 900 • 1450 150 1600 1450 1350 775 850 • 1400 - 900 Modulus of Elasticity E 1,100,000 1,100,000 1,000,000 900,000 900,000 ^000,000 •'3000,000 ` itlt90,090 1,700,000 1,600,000 1,500,000 1,300,000 1,300,000 • : , 1 1 � • ► � O M 00;0 /� 0 /�/ 0 �� 1,200,000 1,200,000 1,100,000 1,000,000 1,000,000 1;000;000 \f900,000 ,_ X900 ;000 1,900,000 1,800,000 1,700,000 1,600,000 1,400,000 1,400,000 ••1,500,000 "1,400.000 1:300,000 1,900,000 1,600,000 1,400,000 . 1,400,000 1;500,000 ;400,000 ' r 1 1;300,000 1,400,000 1,300,000 1,200,000 1,100,000 1,100,000 1,200,000 71. ,100,000 1,000,000 Grading Rules Agency NELMA NSLB WWPA NELMA NSLB WCLIB WWPA NLGA WWPA 4 . ; i • - IMMO° MOT 341 AXIS - • MIMIC ABOUT YA. AXIS • . .. . . AMMO LOADED lo MN Fame Loner d 0, ons • ...1 40 Laded Parollei lo VAN Fame of , . IA- LamIrstions R1117- ., • „„.,.. . .. . * .. 1:7 Piet _ _. EXOS11111 FON In Bowline Fier Compoosion Popsndlor • Iota Grain f . . • . . • • .. Modules of Varitaity : ,i105,11, • $ 11 22F14. DF/N3DF • .., - :- Modulus of Elas ticity ' E22 1 10mi iAji . . illressol In Tower, .. I M %Won Itsso. I I I .. . . DI 1 - 2 3 4 5 • 7 e • 10 11 12 13, 11 15 IS . E-Rated Western Speclee-(Continued) _ TM followinetwo cornbinegone ow Intended for stMght or slightly cambered mambos for dry use end industrial appearancem 20E-E4 DF/N3WW 200 000 0 1 450 38513 901219 • 1.6 . 1100 190. 130 65 1.4 800 700 - 1.4 20E-E5 • DF/N3DF 38513. . 38513. 9013 1.7 1300 • 270 • 135 • 70 1.6 825 975 • - 1.6 • - The following two combinations are balanced end re intended for members continuous or cantilevered over supports and provide equal capacity In both positive and negative bending: • 20E-E6 DF/DF • 2000 • 2000 38513 38513 165 1.7 1600 385 145 75 1.6 1150 1650 1.6. 20E-E716 HF/HF . .38515 • 38513 - 155 • • • 1.6. 1500. 245 • 135 • 70 • 1.4. 1050. 1550 1.4. 22F-E1 ' DE/DE' 2200 111X1 450 • 38513 • 165 • 1.7' 1550 385 145 75 - 1.6 1050 1600 1.6 22F-E216 HMV 38513 38513 155 1.6 1400 245 135 70 1.4 950 1400 1.4 The following two combinations are Intended for straight or slightly cambered members for dry use end industrial appearencel.11 22F-E3 DF/N3WW 2200 • - • 110(1 • 450 • 35215 9012 19 1:7 1250 190 - *135* • V* * - ****I.4 • -* 825 750 - 1.4 22F14. DF/N3DF • .., 385 , . 9013, :1.8: • • 1350 ,. ;:. 270. . . ... 135 - 1,* 70: ::. ... 1.6 7* 950 • 95.0 1.6* The following two combinations are Wowed and are equal comity Mended for members continuous or coltileveted OVW supports and provide n both positive and negative bending. • 22F-E5 DFIDF 2200 2200 450- 450' 165 1.7 1650 385 145 75 1.6 1100 . 1650 1.6 22F-E619 . HF/HF 38513 38513 155 1.7 1550 245 135 70 1.5 . 1050 1500 1.5 24F-EJ DF/DF • . 2400 • • . 1200 • • 450 450 16$ * 1.8 7 1550, 385 145 75 1.6 1100 1600 1.6 24F-E219 HF/HF. : 38513 . 35513 • 155 . 1.7. _ 1450 • 245. 135 70 1.5 1000. 1403 1.5 24F-E3 _DF/IW ,. DF/DF 450. 385 -• - 1.8 1500 • 245' 135 70 ,... 1.5 1050 1550 1.5. 24F-FA 450 • 450 f 165 / (.8. 1650 385 . 145 • *15. 1.7 • 1100, 1700 1.7 24F-E5 DF/DF 450 '1/4 38513 -- 1155 - 1.8 1650 • 385 145 75* 1.6 1100 1550 1.6 24F-E619 HF/WW 38513 38513 • 1431 1.8 1250 190 130 65 1.4 925 1350 1.4 The following throb combinetions ere intended for strsight or slightly cambered members for dry use and Inielnel appeorance.11 24F-E7 DF/N3WW 2400 • • • 7* 1200 • 450 450 9012 19 1.9 1400 190 135 70 - 1.6 • 975 875 1.6 24F-EI DF/N3DF 450. - 450 9013 1.9 . 1400 270 135 70 1.7 1000 1050 1.7 24F-E919' HFIN3HF 38513 ''' '32213 . g(82. . I.8--. .- 1350 245- • • 135 .. . . 70 . 1.6 • 950 825 1.6 . TM following four combinations are beismed said are intended for mambos continuous or cantilevered mw supports and. provide • • aqua capacity n both unitive and negative bending. 24F-E10 DF/DF • ' 2400 : 2400 450 450 -. 165 • - 1.9 1850 385 145 • 15. •I.7 1300 1150' •' 1.7 24F-E 11' 4 HFIHF 38513 38513 • 155 1.8 . 1600 245 135 .' 10 1.5 1150 1550 1.5 24F-E12 DF/HF 450 450 155 • 1.9 • • 1750 245 135 70 ' 1.6 1200 1600 1.6 24F-E13 450, 450 165 1.8 1920 385 145 75 1.7 1250 1700 1.7 24F-E14 DF/DF 2400 200: 450 385 - '. 165 1' 1.8' • ' • 1600' *. *. 385 • 145 • - * 75.'" 1.6 . , "*. 1050 : ** 1600 1.6 VM-um factors2 0,8 0.8 0.667 0,661 0.875 0.833 0.8 0.667 0,875 0.875 0.833 0.8 0.73 0.833 v TABLE NO. 25-C-1 PART A-ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED-LAMINATED TIMBER FOR NORMAL LOADING DURATION+ 2 3 4 --(ContInued) Members stressed principally In binding with load applied pirpendicular to the WI • • (Continued): •-• • - FACE MOUNT HANGERS LU /U /HU n�si IRS HU214 Projection seat on most models for maximum bearing and section economy. H 412 LU28 Conte. .d (except Flanges LURoughs) HU MIN. NAILING - FILL ROUND HOLES HU MAX.NAILING - FILL ROUND AND TRIANGLE HOLES HU68 Typical LU28 installation WFOR LU24 1p This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. See Hanger tables on pages 58 to 64. See Hanger Options on pages 158 to 162 for hanger modifications, which may result in reduced loads. These hangers have the highest loads of any face mount hangersl All hangers In this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs) MATERIAL: See tables, pages 58 to 64. FINISH: Galvanized. Some products available In stainless steel or Z -MAX; see Corrosion- Resistance, page 5. Stainless steel (SS) hangers are available with SS nails —order LUS210SSN. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the Joist or truss Into the header to achieve the table loads. • Not designed for welded or nailer applications. • 16d sinkers (9 gauge x 3W) may be used where 10d commons are specified with no reduction In load. Where 16d commons are specified, l0d commons or 16d sinkers (9 gauge x 3W) may be used at 0.84 of the table load. • With 3x carrying members, use 16d x 2W nails into the header and 16d commons into the joist with no load reduction. With 2x carrying members, use 10d x 1W nails into the header and 10d commons into the joist, reduce the load to 0.64 of the table value. • Use stainless steel (SS) nails with SS hangers. OPTIONS: • LUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2 -2x (3 and 4x only, with no load reduction. See the HUSC Concealed Flange 56 illustration. =See Hanger Options, page 164. Typical LUSH installation use .148x3" (10d common) or .14103 (16d sinker) nail SIMPSON SLrnnr-Tie See Hanger tables on pages 58 to 64. See Hanger Options on pages 164 anger modifications, which may result in reduced loads. Value engineered for strength and economy. Precision- formed— engt i red for installation ease and design value. U he standard U hanger provides flexibility of joist to header Installation. Versatile astener selection with tested allowable loads, HU— ost models have triangle and round holes. To achieve maximum loads, fill both ro nd and triangle holes with common nails. These heavy -duty connectors are design d for schools and other structures requiring additional strength, longevity a d safety factors. MATERIAL. See tables on pages 58 to 64. FINISH: G Ivanized INSTAWATION: • Use all specified fasteners. See General Notes. 411—can be installed filling round holes only, or tilling round and • triangle holes for maximum values. 'OPTIONS: • HU hangers available with the header flanges turned in for 2 width and larger, with no load reduction —order HUC hanger. • See Hanger Options on page 164 and 167, for sloped and /or skewed U /HU models, and HUC (concealed flange) models. • HU only —rough beam sizes available by special order. • See page 64 for stocked U hanger rough sizes tables. Rough sizes are not available in 8x. • Also see LUS and HUS series. Double Shear Nailing Top View Model configurations may differ from those shown. Some HU models do not have triangle holes. Consult factory. I• ,�, HUS210 (HUS26, HUS28, LUS28 and HHUS similar) u....�ti;:� ..�;�:;1.��ar:ar�ri:�.v;�s r:�;•lz � ::,h;as�:wtiJ,.4: ,,:k;:.. Dome Double Shear Nailing prevents tabs breaking oft (available on some models) U.S. Patent 5,603,580 LUS /HUS JOISTH NGERS Typical HU Installation HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) Double Shear Nailing Side View Joist Size Model No. Oa Dimensions Fasteners Header (- Joist I pawn Avg Ult Doug Fir Larch/Southern Pine Allowable Loads Installed Cost I(IC�) Cade Ref. W H B Uplift Floor (100) Snowi115) Root (125) 10d 16d (133) (160) 10d 16d 10d 16d 10d 16d SAWN LUMBER SIZES 2x4 LU24 20 1846 31/2 1% 4 -10d 4 -16d 2.10dx1' 2333 245 285 445 530 510 610 555 665 Lowest 2, 40,121 LUS24 18 1 3% 134 4.10d - 2 -10d 3850 465 490 640 - 735 - 800 - + 3% 4, 37, 87,121, 140 1124 16 13/4e 3% 1'/z 4.10d 4.16d 2.10dx1' 4117 240 290 445 530 510 610 555 665 + 67% 26, 83,124 111126 14 1 3'/16 21 - 4 -18d 2- 10dx11/2 5270 240 290 - 535 - 615 - 670 + 295% DBL 2x4 LUS24 -2 18 3% 3'/e 2 - 4 -16d 2 -16d 5303 440 440 - 765 - 880 - 960 Lowest 1, 84,121 U24 -2 16 3% 3 2 4.10d 4 -16d 2 -10d 4117 295 355 445 530 510 610 555 665 + 33% 26,83,124 HU24 -2 14 31/2 3' /%e 21/2 - 4.16d 2.10d 5270 300 360 - 535 - 615 - 670 +240% 2x6 2x6 LUS26 18 1 434 134 4 -10d - 6-16d 4 -10d 5167 930 1115 830 - 955 - 1040 - Lowest + 6% 4, 37, 87,121, 140 2,40,121 LU26 20 19ie 434 11 6.10d 4- 10dx1' 3217 490 565 665 800 765 920 830 1000 U26 16 1 43/4 2 6 -10d 6-16d 4.10dx1' 4950 480 575 665 800 765 920 830 1000 + 43°!° 26, 83,124 HU26 14 We 3' //e 2% - 4-16d 2- 10dx11/2 5270 240 290 - 535 - 615 - 670 + 179% HUS26 16 1% 5% HNI - 14-16d 6.16d 10000 1550 1550 - 2565 - 2950 - 3205 + 276% 4,37,87.121 LUS26 -2 18 314 41/2 - 4 -16d 4-16d 6076 1140 1165 - 1000 - 1150 - 1250 Lowest 1,84,121 U26.2 16 3% 5 8.10d 8 -16d 4 -10d 7033 590 710 890 1085 1020 1225 1110 1330 + 65% 26, 83, 124, 140 HUS26 -2 14 3% 5356 2 - 4 -16d 4 -16c1 8033 1080 1235 - 1005 - 1155 - 1255 + 172% 1,84,121 HU26 -2 (Min) 14 31/2 5% 21/2 - 8-16d 4.10d 9474 605 725 - 1070 - 1235 - 1340 + 233% 26, 83,124 HU26- 2(Max) 14 31/2 536 21/2 - 12 -16d 6 -10d 11383 905 1085 - 1610 - 1850 - 2010 + 254% TPL LUS26 -3 18 4% 4% .- 8 -10d 4 -16d 8-16d 4 -16d 6433 1140 1165 - 1000 - 1150 - 1250 • 9,121 U26 -3 16 4% 41 1 4 -10d 7033 590 710 890 1065 1020 1225 1110 1330 • 26, 83,124 HU26 -3 (Min) 14 Vito 5' 21/2 - 8.16d 4.10d 9474 605 725 - 1070 - 1235 - 1340 • HU26 -3 (Max) 14 4 " /1e 51/2 2' - 12 -16d 6 -10d 11383 905 1085 - 1610 - 1850 - 2010 • 170 �--LU- •) LUS26 18 1 43/4 134 4.10d - 4 -10d 5167 930 1115 830 - 955 - 1040 - Lowest 4, 37, 87, 121,140 LU26 20 1 4 11/2 6.10d 6 -16d 4- 10dx1' 3217 490 565 665 800 765 920 830 1000 + 6% 2, 40,121 .� J..1128 18 1 6% 134 6.10d - 4 -10d 6067 930 111 r:• - 1210 - 1320 - + 23% 4, 37, 87, 121, 140 20 13/4e 6% 1' 8 -10d 8 -16d 6- 10dx11/2 4017 735 847 890 • 065 1020 1225 1110 1300 + 39% 2, 40,121 1126 16 1 43/4 2 6 -10d 6-16d 4- 10dx1' 4950 480 575 665 800 765 920 830 1000 +43% 26, 83,124 HU28 14 13/4e 5'/4 21/2 - 6 -16d 4- 10dx11/2 6683 480 575 - 805 - 925 - 1005 +251% HUS26 16 1% 5% 3 - 14 -16d 6 -16d 10000 1550 1550 - 2565 - 2950 - 3205 + 276% 4, 37, 87, 121 HUS28 16 1% 7 3 - 22 -16d 8 -16d 13167 2000 2000 - 3585 - 3700 - 3775 +409°!° DBL 2x8 LUS26 -2 18 3% 41/2 2 - 4 -16d 4 -16d 6076 1140 1165 - 1000 - 1150 - 1250 Lowest 1,84 121 LUS28-2 18 3% 7 2 - 6 -16d 4 -16d, 7750 1140 1165 - 1265 - 1455 - 1585 + 8% U26-2 ' 16 31/2 5 2 8.10d 8-16d 4 -10d 7033 590 710 890 1085 1020 1225 1110 1330 + 65% 26,83,124 HUS28 -2 14 3'% 734 2 -- 6.18d 6 -16d 11190 1550 1550 - 1505 - 1730 - 1885 + 188% 1,84,121 HU28-2 (Min) 14 3% 7 2% 10 -16d 4 10d 11383 605 725 - 1340 - 1540 - 1675 + 397% 26, 83,124 HU28 -2 (Max) 14 3% 7 2V - 14-16d 6.10d 14566 905 1085 - 1875 - 2155 - 2345 + 418% TPL 2x8 LUS28 -3 18 4% 61/2 2 - 6-16d 4 -16d 7500 1140 1165 - 1265 - 1455 - 1585 • 9,121 U26 -3 16 4% 4% 2 8 -10d 8 -16d 4 -10d 7033 590 710 890 1065 1020 1225 1110 1330 • 26, 83,124 2x10 LUS28 18 154 6% 134 6 -10d - 4 -10d 6067 930 1115 1055 - 1210 - 1320 - Lowest 4, 37, 87,121, 140 LU28 20 1956 6% 11/2 8 -10d 8 -16d 6.1Odx1' 4017 735 850 890 1065 1020 1225 1110 1300 + 13% 2, 40,121 LUS210 18 1 7 134 8 -10d - 4 -10d 7750 930 1115 1275 - 1470 - 1595 - + 15% 4, 37, 87,121, 140 LU210 20 154e 7 1% 10.10d 10-16d 6.10dx11/2 6250 735 850 1110 1330 1275 1530 1390 1660 +28% 2, 40,121 U210 16 13/4e 7'356 2 10.10d 10-16d 6.10dx1'h 5583 720 865 1110 1330 1275 1530 1390 1660 +78% 26 83,124 HU210 • 14 13/46 71/2 21/2 - 8-16d 4.10dx1' 9474 480 575 - 1070 - 1235 - 1340 + 225% HUS210 16 1% 0) P. CO F-1+ - 30-16d 10 16d 18833 2845 3000 - 3775 - -_ 3920 - 4020 + 450% 4,37,87,121 DBL 2X10 LUS28 -2 18 3'% - 6 -16d 4 -16d 7750 1140 1185 - 1285 - 1455 - 1585 Lowest 1 84 121 LUS210 -2 18 3'% - 8-16d 6 -16d 10906 1710 1745 - 1765 - 2030 - 2210 + 34% U210.2 16 3% 8' 2 14-10d 14-16d 6-10d 11000 890 1065 1555 1860 1785 2140 1940 2330 + 88% 26, 83, 121 HUS210 -2 14 3% 9346 2 - 8-16d 8-16d 14550 2160 2590 - 2010 - 2310 - 2510 + 217% 1, 84,121,140 HU210.2 (Min) 14 3% 8456 21/2 - 14-16d 6 -10d 14566 905 1085 - 1875 - 2155 - 2345 + 441% 26, 83, 124 HU210.2 (Max 14 31/2 8'356 21/2 - 18-16d 10 -10d 15166 1505 1810 - 2410 - 2775 - 3015 + 467% HHUS210 2 14 3456 81/2 10)1040.1 � � I - 30-16d 10 -16d 22167 2855 3430 - 5190 - 5900 - 5900 • 4, 37,121,140 1 TPL LUS28.3 18 4 T 61 8'346 _ ••- - 6 -16d. 4 -16d 8.16d 6 -16d 7500 1140 1165 - 1265 - 1455 - 1585 • 9 121 LUS210-3 18 16 44'� 7500 1710 1745 - 1765 - 2030 - 2210 • U210-3 4% 734 2 14 -10d 14-16d 6 -10d 11000 890 1065 1555 1860 1785 2140 1940 2330 • 26, 83,124 HU210.3 (Min) 14 4 "he 8%e 2' - 14-16d 6 -10d 14566 905 1085 - 1875 - 2155 - 2345 • HU210 -3(Mix 14 4 %6 Bs 21 - 18-16d 10.10d 15166 1505 1810 - 2410 - 2775 - 3015 • HHUS210 -3 1 14 4 " /4e 9 3 - 30-16d 10 -16d 22167 2855 3430 - 5190 - 5900 - 5900 • 170 HGUS210-3 12 4 91 4 - 46-16d 16-16d 27945 3630 3630 - 8780 - 8940 - 8940 • QUAD 2x10 HHUS210 -4 14 6% 81 3 - 30-16d 10-16d 23500 2855 3430 - 5190 - 5900 - 5900 • HGUS210.4 12 6 "h6 9'% 4 - 46-16d 16 -16d 27945 3630 3630 - 8780 - 8940 - 8940 58 a a A - a a a a a a a a a a Face Mount rangers - Solid Sawn Lumber (DF Sr SP) Available with additional corrosion protection. Check with lictory. 1.10d commons or 16d s nkers may be used Instead of he specified 16d at 0.85 of the table load value. 2.16d sinkers may be used instead of the specified 10d commons with no load reduction. (16d sinkers are not acceptable for HOG applications.) 3, Uplift loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as In cantilever construction. 4.MIN nailing quantity and load values -fill al round holes; MAX nailing quantity and load values -fill all round and triangle holes. 5.0F/SP loads can be used for SCL that has astener holding capacity of Doug Fir. 6,Truss chord cross -grain tension may limit allowable loads. Refer to Technical Bulletins T•ANSITPISPF, T•ANSITPISP and T•ANSITPIDF for allowable loads that consider ANSIfPl 1.2082 wood member design criteria. ' Hangers do not have an Installed Cost Index. CODES: See page 10 tor Code Listing Key Chart. SIMPSON Stmng 3 3s Tons Standard Efficiency; 3-4 Tons High Efficiency Efficiency Low and Medium Heat Electric Heat Efficiency Low and Me ium Heat ; 3-4 Tons Nigh .- 3 -{Tons Standard TOP PANEL !AP{' . PANEL 13/ 4 NPT DU► HOLE 4 1/4' 109 MM c9ry 1749 MM 2 ELECTRICAL CONNECTION: SINGLE POINT p1Nf sI WHEN HEAT INSTALLED (T_C MODELS ONLY) pit NPT GAS CONNECTION fY C MODELS ONLY) 143 M 9 51E 2 M M CO Pin D COMPRESSOR • �ct i i j \UU 1 t t � \M\ • .107 4 114 1QS MM r 141 MM 7 .. 194 MM 44 114" 1124 MM 3t- CONDENSER FAN 32 l!4 819 MM ce CONDENSER COIL UNIT CONTROL WIPE 71e" 122MM) DIA. HOLE sEAVICE GAUGE ACCESS 3SMMMI DIA. HOLE UNIT POWER WIRE 1 3n2" (29MM) DIA. HOLE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1`HAN THIS NOTICE IT IS DUE TO 'THE QUALITY OF THE DOCUMENT.- 8h 10 134 TSC102A THC102A • TSC120A 1HC120A Notes: 1. Comer weights are given tor intotmationonly. 2. Weights are approximate. 3. Some as above. • 978 - - - — 835 281 223 149 181 40 21 1036 893 294 233 159 207 39 22 1023 880 298 238. 158 197 40 21 1125 962 323 253 .178 229 39 22 ores: 1. Cornet weights ere giYen for inforrnatioe only. 2. Weights are apprn,dmate. 3.. Weights do not include additional r-edoty et Field Installed options/accessories. Fog optioniaccessay edditionalvaights, reference Tabte W-3 !ohs added to unit weights. Table W2 — Maximum Ur* and Cotner Weights abs) and Center of Gravity Dimensions (hi) Gag/Bernie Units only Unit Basic Model Weights (Ltast ?' _ _ Corner Wei Ms (Lbsf' Center of Gravity lin.) Tons Model No. Shipping Net A B C D Length Width 3 YSCO36A 572 480 151 124 96 109 32 19 YHCO3' 589 .* 158 128 101 110 32 19 4 YSCO48A 505 ' 159 130 10B 109 33 19 YHC048A • R 166 133 114 128 32 20 5 YSC060A 614 522 169 134 105 114 32 18 YHC060A 666 574 179 140 119 136 32 20 6 YSC072A 878 735 249 193 132 161 39 21 YHC072A 915 772 249 198 141 184 39 22 YSC090A 963 820 273 208 146 193 38 22 7' YSC092A 965 822 277 222 147 175 40 21 YHC092A 1066 923 306 243 165 210 39 22 81/2 YSC102A 1042 899 297 243 165 1M 40 21 YHC102A 1100 ' 957 310 252 175 220 40 22 10 YSC120A 1063 958 317 261 177 202 41 21 YHC120A 1203 1060 342 277 197 245 40 22 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.' R'TPRCO25-EN Table 14 — Factory Installed Options (BOPS) / Accessory Net Weights 00 Net Weluht 610Tons 3 -5Tons Accessory 10 �--- Barometric Relief 1 Belt Drive Motor 38 — Coil Guards 12 20 Dehumidification iHot Gas Reheat) Coil 15 25 .-- _,,..4, Economizer _ - 26 36 Electric Heaters' 15 15 Him Doom 10 12 1" Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 8 Novar Control 8 Oversized Motor 5 B Powered Convenience Outlet . 38 38 Powered Exhaust _ 80 ---- --b Roof Curb 70 115 Smoke Detector, Return 7 7 Detector. Supply 5 Stainless Steel Heat Exchanger' 4 6 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 _ 5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • 07 -03 -2006 CRAIG SIMON 2470 EVERGREEN PT RD MEDINA WA 98039 RE: Permit No. M05 -128 4385 S 133 ST TUKW Thank you for your cooperation in this matter. Sincerely, xc: rshall, Theftnician Permit File No. M05 -128 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinH and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/27/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206•431 -3665 02 -08 -2006 CRAIG SIMON 2470 EVERGREEN PT RD MEDINA WA 98039 RE: Permit No. M05 -128 4385 S 133 ST TUKW Dear Permit Holder: In reviewing our.cunrent records the above noted permit has not final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by Lmitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the.work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/13/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your, cooperation in this matter. Sincerely, fifer rshall, Permit Technician tiiw,414k xc: Permit File No. M05 -128 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW/ ROUTING SLIP ACTIVITY NUMBER: M05 - 128 DATE: 8 -23-05 PROJECT NAME: BAY VALVE SERVICE SITE ADDRESS: 4385 S 133 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ! PO° Building Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 ,51 D Fire Prevention Structural ❑ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division Permit Coordinator • , DUE DATE: 8-30-05 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 9- 27-05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MORGAML979RK Licensee Name MORGAN MECHANICAL LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602350895 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 15308 CASCADIAN WAY Address 2 City LYNNWOOD County SNOHOMISH State WA Zip 98037 Phone 4257439731 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 AIR HEAT,VENTILATION,EVAPORAT Effective Date 12/12/2003 Expiration Date 12/12/2005 Suspend Date Separation Date Parent Company Previous License Next License Associated License Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington Siam Dc tnicnt of Laborand Ind Search Business Owner Information Home Look Up a Contractor, Electrician or Plumber Topic Index I Contact Info Safety Claims a Insurance ' Workplace Rights :; Trades a Licensing Find a Law or Rule Get a Form or Publication General /Specialty Contractor A business registered as a construction contractor with Lai 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/Detail.aspx ?License= MORGAML979RK 09/07/2005 ••••••••" 41. I - 17 ce1 0,4fr itA .6 1../ ". 40 .ii t rict . 11. . rerorwr / fVC I P 116- r W Pilt- ' •Afs F.2R- rvo-16. le yoLfTfl- 10712 "HUY. +ammo.- -4P—HEP. HA......APPP. 40 ' 1.•••• -apoppapr „PAP - \. 5'4 y 16:: t •=114.1114na. • 711.4* S - : 1 `43 11 • AP. ••••••••11111111•■ • 1 v EIROM . • 1 11,"col k( CARG HAJOIL` • fb 4114 _Id VA c ( 31.1 PPoRei 9erA t/ 1 r "•••••-•"." wpm, I • • S 1 . 0 H 1 • t 141 w/Siwooscni 1•11 riltifitolAtir 'So's< RikruyeLS Ile." •••• 1....11111/■ .3 3 VII lithar yte-049c ( 1.?' 3 iif I 3(0 Gi,e SEPARATE PERMIT REQUIRED FOR 1:3 Mechanical ile Bectrical le Plumbing De Gas Piping [ City Of Tukw;:a BUILDING DIVISION Ran review approval is SUbJeCt to errors and amissiors. Appmal cf ::'ruction documents does not authortze the vide — ado* ed Code or ordinance. Rerelpt of apprc:E.-:; Copy Ildii0C6 IS acknowiedget Date: By - — aRA flog- 1.1V1kc 'WO Rot.' Kr Rout cur ttar•ot-- yr AUG "22/J5 .7. ot Tticwila BUILDING DNISION FtV7SIONS - -- -. rir: 3 tO s • CODE rUNCE 17705 lag ••••■ - 911P. - -.•••■ --•■••••••■••••■■■•■••••■■••.- •••■• •� a • i • 4 i n W. , , . ,. ;.0. 4 4 r r • •w -• br #."41,4 IUILDING LAYOUT PAFi MY VALV SERVICE 4335 S 1S3W, T. 7'li¢+ %ILA, WA f • • • • • • • ••• • eiZi • • • • 601$12 11106 VEERS • • • • • • • 1900 311/;i 2: SeatiA, r: ;i // 'i9!Gf 7, :4_k . ,i81 fu. woo') 4236' &A:// es/gels1-engts,com • I BAN D SAW