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Home My WebLink AboutPermit M09-020 - PERFECT FIT - MCDONALDPERFECT FIT - MCDONALD 18235 OLYMPIC AV S EXPIRED 09 -09 -09 M09 -020 Parcel No.: 7888900152 Address: Suite No: doc: IMC-10/06 18235 OLYMPIC AV S TUKW Owner: Name: JAMES CAMPBELL COMPANY L L Address: 1001 KAMOKILA BLVD , KAPOLEI HI Contact Person: Name: KELVIN BATTLE Address: 25500 74 AVE S , KENT WA Contractor: Name: PERFORMANCE HEATING Address: 7649 S 180 ST , KENT WA Contractor License No: PERFOHA15ORT Value of Mechanical: $12,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial Citylef Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: PERFECT FIT - MCDONALD Address: 18235 OLYMPIC AVE S , TUKWILA WA MECHANICAL PERMIT DESCRIPTION OF WORK: REPLACE (3) EXISTING ROOF TOP HVAC UNITS WITH NEW LIKE FOR LIKE EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 3 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: M09 -020 Issue Date: 03/13/2009 Permit Expires On: 09/09/2009 Phone: Phone: 425 - 251 -0356 Phone: 425 251 -0356 Expiration Date: 04/30/2009 Fees Collected: $315.41 International Mechanical Code Edition: 2006 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 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M09 -020 Printed: 03 -13 -2009 Permit Center Authorized Signature • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M09 -020 Issue Date: 03/13/2009 Permit Expires On: 09/09/2009 Date: o'1 i i 1 I hereby certify that I have read an clexanined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie 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: / �/ of Print Name: Date: 3//3 :: 9 Lai d 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: I MC -10/06 M09 -020 Printed: 03 -13 -2009 Parcel No.: 7888900152 Address: Suite No: Tenant: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 18235 OLYMPIC AV S TUKW PERFECT FIT - MCDONALD 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M09 -020 ISSUED 03/06/2009 03/13/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: Readily accessible access to roof mounted equipment is required. 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: 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 plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate. permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. doc: Cond - 10/06 * *continued on next page ** M09 -020 Printed: 03 -13 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: <�./e ' Print Name: /5G /v a //z doc: Cond -10/06 Date: 3/l 0 , M09 -020 Printed: 03 -13 -2009 SITE LOCATION Site Address: . 18235 Olympic Ave S. Tenant Name: Property Owners Name: James Campbell Company LL Mailing Address: 1001 Kamokila BL Kapolei Hi 96707 CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Kelvin Battle CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hlip://inviv.ci.tulovila.wa.us P r c4 dono_ G ) Mailing Address:25500 74th Ave S E-Mail Address: kelvin @pmghvac.com 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 ** GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Performance Heating & Air Conditioning Mailing Address: 25500 74th Ave S Contact Person: Kelvin Battle E -Mail Address: kelvin @pmghvac.com Contractor Registration Number: PERFOHA1SORT E -Mail Address: E -Mail Address: Q:\Applications \Forms- Applications On Line \3-2006 - Permit Application.doc Re■ iced 9406 hh • • Building Permit No. Mechanical Permit No. (W9 Q Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use. only) King Co Assessor's Tax No.: 7888900152 Suite Number: 18249 Floor: l st New Tenant: ❑ Yes . VNo City Day Telephone: 425 -251 -0356 Kent, WA 98032 City State Fax Number:253- 867 -5775 Kent, WA 98032 City State Zip Day Telephone: 425- 251 -0356 Fax Number: 253- 867 -5775 Expiration Date: 4/30/09 State Zip Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: 1 Sliderule Engineering Works, LLC Mailing Address:11932 First Avenue Suite 809 Contact Person: Andrew L. Herrick Seattle Wa 98101 City State Day Telephone: 206.728.4844 Fax Number: Zip Page I of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK 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 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 3 Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Performance Heating and Air Conditioning Mailing Address: 25500 74th Ave S Contact Person: Kelvin Battle E -Mail Address: kelvin @pmghvac.com Fax Number: 253- 867 -5775 Contractor Registration Number:PERFOHA15ORT Expiration Date: 4/30/09 Valuation of Mechanical work (contractor's bid price): $ 12,000.00 Scope of Work (please provide detailed information): Add (3) new roof top units to replace existing like for like. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... [� Fuel Type: Electric Indicate type of mechanical work being installed and the quantity below: O.\Applications \Forms - Applications On Line\ -2t5)6 - Permit Application.doc Revised: 9 -2006 bh Kent City WA 98032 State Zip Day Telephone: 425- 2581 -0356 Gas....❑ Other: I'age 4 of 6 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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: Print Name: Kelvin Battle Mailing Address: 25500 74th Ave S Date Application Accepted: 3 l I Date Application Expires: Staff Initials: A k Q: ApplicalionsWcnns- Applications On Line U-2006 - Permit Application.doc Re iced_ 9-2006 bh Date: 0/ Day Telephone: 425- 251 -0356 Kent city WA State 98032 Zip Page 6 of 6 Parcel No.: 7888900152 Address: 18235 OLYMPIC AV S TUKW Suite No: Applicant: PERFECT FIT - MCDONALD Receipt No.: R09 - 00367 Initials: WER User ID: 1655 Payee: PERFORMANCE HEATING City � f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 51452 315.41 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000.322.102.00.0 252.33 000/345.830 63.08 Total: $315.41 Permit Number: M09 -020 Status: PENDING Applied Date: 03/06/2009 Issue Date: Payment Amount: $315.41 Payment Date: 03/06/2009 01:25 PM Balance: $0.00 doc: Receipt-06 Printed: 03 -06 -2009 erule engineering works, 11c Project Engineer: Contact: Design Criteria: Building 469 Unit Replacement Tukwila, Washington 2009.3001.00 Andrew L. Herrick, P.E. Sliderule Engineering Works, LLC 1932 First Avenue Suite 809 Seattle, Washington 98101 (206) 728 -4844 Mark Smeltzer Performance Heating and Air Conditioning, Inc 7649 South 180 Street Kent, Washington 98032 (425) 251 -0356 2006 International Building Code Ss = 1.5, S1 = 0.5 Rp =2.5, ap =1.0, Ip= 1.0 Replacement equipment does not have a negative impact on the building's existing la resisting system. Equipment: As Listed in Calculations (RTU -8, 9 and 10) Max Unit weight = 600 lbs Use All wood members exposed to weather or concrete shall be treated. All metal connectors shall be galvanized. All screws, nails, and /or bolts shall be galvanized. Install Equipment and ducts per manufacturer's specification. REVIEWED FOR CODE COMPLIANCE APPROV MAR 12 2009 City of Tukwila BUILDING DIVISION eral force Notify Engineer of Record if existing conditions do not comply with conditions noted in calculations, Calculations are for installation of Replacement Units as noted and located in the calculation package ONLY and no other portion of the project. MO9OZo 1932 first avenue, suite 809 seattle, washington 98101 -2498 [EXPIRES 5/23/ 6P", I r = 206 + 728 + 4844 f fr) = 206 + 728 4- 7643 RECEIVED MAR 06 2009 EHMIT CENTER w' = sliderule.biz Lord to 4z 4 42, =No 2;' F-1-1 - 7 (9004- 9 Z / 4? use 74270 da c+ We4 V s Levi-ti u)rei tA,045 = 97 R‘it GvP-G- 1. 7+4 - h = 544 4 r' 4 (5Yre , /etp2C7 c l ' 474 Oic- 4Pr T�1 • loin Cue +0 2 e T N v:eir' . arille engineering works, lie aooki -eh. ., 1 t,i-- 2-c7rit 2PO 1 ti,, ,P SSW e �-�- t LZ -t C-0.4►t et A see t -zA Clefs tr ds u. Lk* 40 4x S.3 a x 1 2. 11 ( 14j D ?. t (l Sc ec•- s { T- 2 7 - 71 4 74cr'u0 Z x . 71"Z * IG 1 ,'P 7 LVP Z Cplz. Yz" C9 (,)c.7114 6' e rl_ = 3 itc) te-si 7 ZVe (1 1Lo. tom = : it-1D i- Z /1- tt = D • l 1 " g vie 2 41- 5t►^c-le (2) Flo L 03 T c- -/ k 1, 33 l 3`1 75tK -y (2) sc-v1/4,/ s 2'14 (_) cl rs — 1,0 O V - -1 4-7 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: t = 206 + 728 + 4844 r'-0 = 206 + 728 + 7643 w = sliderule.biz L- lvho: { when z6 ay, page: TRANE WSC048E1 /E3 V- t 63 2006 International Building Code (Section 1621.1) Mechanical Systems Section 9.6.1.3 of ASCE 7 -05 Site Class = D S = 1.50 S = 0.50 Rp = 2.5 a = 1.0 z /h= 1.0 Ip = 1.00 Fp = Wp = Fp = base length = curb height = equip height = M ot = Mr= Seismic Forces (ASCE 7 -02 9.6.1.3) Fp = 0.48 1.60 0.30 0.48 Wp 600 288 lbs 44 in 18 in 36 in figure 1615 (1) figure 1615 (2) ASCE 7 -02 table 9.6.3.2 ASCE 7 -02 table 9.6.3.2 equip ht / bldg ht hazardous matl Ip =1.5 864 ft-lbs 990 ft-lbs reduce DL by 0.9 Uplift = no uplift no W/D calc req'd F = F = SMS = SM1 = SOS = SO1 = Fp max = Fp min = 1.0 1.5 1.5 0.75 1.00 0.50 Fp = 0.48 Wp equation 9.6.1.3 -1 governs equation 9.6.1.3 -2 equation 9.6.1.3 -3 base length < > table 1615.1.2(1) table 1615.1.2(2) equation 16-38 equation 16 -39 equation 16-40 equation 16-41 equipment curb equip height c urb height 2WCCO24 VA7A • I D 2006 International Building Code (Section 1621.1) Mechanical Systems Section 9.6.1.3 of ASCE 7 -05 Site Class = S = S = Rp = a = z /h= Ip = Fp = Wp = Fp = base length = curb height = equip height = M ot = D 1.50 0.50 2.5 1.0 1.0 1.00 Seismic Forces (ASCE 7 -02 9.6.1.3) F = 0.48 Fp max = 1.60 Fp min = 0.30 0.48 Wp 425 204 lbs 41 in 18 in 36 in figure 1615 (1) figure 1615 (2) ASCE 7 -02 table 9.6.3.2 ASCE 7 -02 table 9.6.3.2 equip ht / bldg ht hazardous matt Ip =1.5 612 ft-lbs M r = 653.44 ft-lbs reduce DL by 0.9 Uplift = no uplift no W/D calc req'd F = F = SMS = SM1 = SDS 5 D1 = 1.0 1.5 1.5 0.75 1.00 0.50 Fp = 0.48 Wp equipment curb base length table 1615.1.2(1) table 1615.1.2(2) equation 16 -38 equation 16-39 equation 16-40 equation 16 -41 equation 9.6.1.3 -1 governs equation 9.6.1.3 -2 equation 9.6.1.3 -3 equip height c urb height n w 44 c4 cv Y0 ftl 39 36 38 40 42 4+i r .+ 20 494 494 498 498 498 498 498 498 497 497 493 493 487 487 478 478 469 469 460 460 449 449 437 437 42P 428 417 417 508 22 434 434 455 455 462 462 471 471 474 474 472 472 468 468 462 462 454 454 446 446 436 436 426 426 418 418 407 407 22 24 365 365 409 409 421 421 427 427 433 433 440 440 443 443 444 444 439 439 433 433 425 425 416 416 408 408 398 398 24 -- 308x311 349: 387 387 392 392 397 397 402 402 408 408 412 412 415 415 417 417 413 413 406 406 399 399 390 390 438 254 269 302 302 334`334 363 363 367 367 371 371 375 375 379 379 384 384 387 387 390 390 392 392 388 388 382 382 28 473 211 234 254'263 29141 320 320 341 341 345 345 348 348 351 351 355 355 359 359 362 362 366 366 367 367 369 369 '29 419 178 206 215 231 253256 281F281 306 306 322 322 325 325 328 328 331 331 333 333 337 337 341 341 343 343 346 346 ' ° 22 458 152 183 183 205 216 227 2491249 272272 294 294 305 305 307 307 310 310 312 312 314 314 317 317 320 320 323 323 34 401'` 131 163 157 183 186 203 216(223 243(243 2621202 282 282 289 289 291 291 294 294 296 296 298 298 30( 300 302 302 36 _ 114 147 136 164 161 182 188 200 216:216 236 136 253 ' 253, 271 271 275 275 277 277 279 279 281 281 283 283 284 284 18 99 132 119 148 141 164 164 181 188 197 213`212 229;2,29 245 245 261 261 262 262 264 264 266 266 267 267 269 269 40 428 87 114 105 135 124 149 144 164 165 178 188'193 208 222222'237 237 249 249 251 251 252 252 254 254 255 255 42 269 77 102 93 123 110 136 127 149 146 163 166 176 18791 203003 216 229 229 239 239 240 240 242 242 243 243 410 1 69 88 83 109 97 124 113 137 130 149 148 161 167 173 1851185 198198 210`210 222 222 229 229 230 230 232 232 243 283 62 77 74 96 87 114 101 126 116 137 132 148 149 159 1661170 182! 182 193E 204 204 215 215 220 220 221 221 393 393 55 68 66 85 78 104 91 116 105 126 119 136 134 147 149 157 166 167' 178'178 188 188 198 198 209 209 212 212 ?50 3; 50 65 60 76 71 94 82 107 94 117 107 126 121 136 135 145 150155 164164 174 174 183`183 193 193 202 202 ,5 375 45 54 54 68 64 83 74 99 85 108 97 117 109 126 122 135 135 144 149'152 161 161 170i170 179:179 188 188 280 299 41 49 50 61 58 77 68 89 77 100 88 109 99 117 111 125 123 133 136 142 149L150 158 158 166 1751115 . 31 38 44 45 55 53 67 62 80 71 94 80 101 90 109 101 117 112 124 124 132 1361140 147( 155 155 163153 294 304 45 41 50 49 64 56 75 65 86 74 95 83 102 92 109 102 116 113 123 124 131 136:136 145445 152 .'60 33 3 36 38 45 45 58 52 66 59 79 67 89 76 95 85 102 94 109 104 116 114 122 124 129 1351135 143 . 306 307 45 41 54 48 63 55 72 62 83 70 90 78 96 86 102 95 109 105 115 114 121 124 1727 134134 331 332 38 38 46 44 58 50 65 57 76 64 84 72 90 80 96 88 102 96 108 105 114 114 120 124 1 275 283 302 302 35 42 41 50 47 61 53 70 59 79 66 85 74 91 81 96 89 102 97 107 106 113 114 119 . 70 ?;60 O■ 42 38 46 43 54 49 65 55 73 62 80 68 85 75 91 82 96 90 101 98 107 106 112 1 0 Load Tables /Snow ( 115 %) Allowable Uniform Load (plf) TJM® Series REV. 11/00 W TJHTM Series TIM ®H VW" Series Parallel Chord • Open -Web Series FL =Flat roof less than ' /e" in 12" slope. SL= Sloped roof greater than ' /s" in 12" slope. 1. Va ues shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: • simple span, uniformly loaded conditions. • an assumed 25% ratio of dead load to total load (eg.: 30 psf live /10 psf dead). These tables may be non - conservative if the actual ratio is higher than 25 %. A more accurate analysis can be obtained by using the TJ -Beam® software program. • top chord Z bearing clips. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or both ends. Cantilevers are limited to 1 /3 of the main span provided the inboard shear for cantilevered conditions is limited to 4,900 lbs for TJM® Series and 7,400 lbs for TJH'" Series. 5. Values in gray shaded areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. 6.9 L 4.. Y7 �7t1 .. 3>i. - , 45 ; - 51 ... 64 57 __._: '. i .�. ,. ,.. 506 506 508 508 508 508 508 508 508 508 506 506 501 501 492 492 482 482 470 470 458 458 447 447 434 434 422 422 483 483 490 490 90 490 490 490 490 490 489 489 485 485 478 478 469 469 459 459 448 448 438 438 426 426 414 414 , . 405 430 3 473 473 473 473 473 473 473 471 471 465 465 458 458 449 449 439 439 430 430 419 419 408 408 4 ,00 343 379 434 440 457 457 458 458 458 458 458 458 457 457 453 453 447 447 439 439 430 430 421 421 411 411 401 401'` 292 336 371 390 429 429 436 436 443 443 444 444 444 444 441 441 436 436 429 429 421 421 413 413 404 404 395 395' 252 300 319 348 393 397 411 411 416 416 422 422 426 426 428 428 426 426 420 420 413 413 406 406 397 397 388 388 38 218 269 277 313 342 357 388 388 393 393 398 398 404 404 407 407 410 410 411 411 405 405 399 399 391 391 382 382 as 191 243 243 283 299 322 359 362 373 373 377 377 381 381 386 386 389 389 393 393 394 394 391 391 384 384 377 377 ` =I 40 168 221 213 256 263 292 316 328 354 354 358 358 362 362 366 366 369 369 373 373 375 375 378 378 378 378 371 371 149 197 189 234 233 267 280 299 330 332 341 341 345 345 348 348 351 351 354 354 358 358 360 360 362 362 362 362 ,42 4A 133 176 168 214 207 244 249 274 294 304 326 326 329 329 332 332 335 335 338 338 340 340 344 344 346 346 348 348 ' : 119 157 151 197 185 224 223 252 263 279 306 307 315 315 318 318 320 320 323 323 325 325 328 328 331 331 332 332 48 107 136 135 180 167 207 200 232 237 257 275 283 302 302 304 304 307 307 309 309 311 311 314 314 316 316 316 316 ?;60 O■ 96 121 122 161 150 191 181 215 214 238 248 261 285 285 292 292 294 294 297 297 299 299 301 301 303 303 301 301 ` 52 ' 88 108 111 144 136 177 164 199 194 221 225 243 258 264 281 281 283 283 285 285 287 287 289 289 291 291 288 288 24 80 97 101 129 124 165 149 185 176 205 205 226 235 246 266 266 272 272 274 274 276 276 278 278 280 280 278 278 73 88 92 121 113 149 136 173 160 191 187 210 214 229 243 248 263 263 265 265 266 266 268 268 270 270 267 267 3 67 79 84 106 104 137 124 161 147 179 171 197 196 214 222 232 250 250 255 255 257 257 259 259 260 260 258 258 61 79 77 96 95 123 114 151 135 168 157 184 180 201 204 217 230 234 247 247 248 248 250 250 251 251 249 249 68 70 1 331+3 3 57 66 71 87 87 112 105 140 124 157 144 173 165 188 188 204 211 219 235 235 240 240 242 242 243 243 241 241 52 67 66 86 81 106 97 129 114 148 133 163 153 177 173 192 195 206 218 221 233 233 234 234 235 235 233 233 68 48 55 61 73 75 94 90 119 106 139 123 153 141 167 160 181 180 194 201 208 222 222 227 227 228 228 226 226 70 45 50 57 67 70 86 83 107 98 131 114 145 131 158 149 170 167 183 187 196 207 209 220 220 221 221 219 219 Load Tables /Snow ( 115 %) Allowable Uniform Load (plf) TJM® Series REV. 11/00 W TJHTM Series TIM ®H VW" Series Parallel Chord • Open -Web Series FL =Flat roof less than ' /e" in 12" slope. SL= Sloped roof greater than ' /s" in 12" slope. 1. Va ues shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: • simple span, uniformly loaded conditions. • an assumed 25% ratio of dead load to total load (eg.: 30 psf live /10 psf dead). These tables may be non - conservative if the actual ratio is higher than 25 %. A more accurate analysis can be obtained by using the TJ -Beam® software program. • top chord Z bearing clips. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or both ends. Cantilevers are limited to 1 /3 of the main span provided the inboard shear for cantilevered conditions is limited to 4,900 lbs for TJM® Series and 7,400 lbs for TJH'" Series. 5. Values in gray shaded areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. 6.9 FASTEN RTU TO ROOF SLEEPERS W/ IS -GA. ANGLE. SCREW STRAP TO ROOF SLEEPERS 4 UNIT BASE RAIL. TWO STRAPS EACH END (4) TOTAL. Lb (A, F Ts 7 t usG: (Z) i 1 �,Lp errs Gig Tb 1 FASTEN 4X6 TO ROOF WITH ANGLE BAR AND 3/SX3" LAG SCREWS INTO TOP OF TJL TRUSSES. (2) ON EACH END OF4X6 TYP. OF (5). WILL BE ROOFED IN BY ROOFING CONTRACTOR. ATTACHMENT DETAIL NTS • • I , 1 , 1 I L---I---1 I 1------v-----1 w a L---- '- - - -J I I o 1 1 . I I 1 o I • 1 ..4.. 4:...••4-.•_....1_.• . !T .. I I I I I I I 1 I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I 1 1 I I 1 I I I I I I I I I I I I I I I I a 1 1 1 I 1 _1 1 I I 1 7.�lmM I I NEW UNITS LOCATION MIME - I -- 77r - - -� -- � I T- 1 I I 1 I I 1 PARTIAL ROOF PLAN I I I 1 I� I I I Im I I R O I I I I !.4 I I I I I I I I I I I I 1 1 1 I I 1 .• •II- t�} tas 61.13 I \ exe 5T COLUMN TWP 1 I I TRAM' Table 136. Maximum Unit & Corner Weights (Lbs) and Center of Gravity Dimensions (in.) 4 5 CENTER OF GRAVITY WIDTH RT- PRCO23 -E N Unit Tons Model No. (i) Weights are approximate. (ii) Corner weights are given for information only. CENTER OF GRAVITY CENTER OF GRAVITY -41- LENGTH (') Weights are approximate. Corner weights are given for information only. Weights W g ek. Maximum Model Corner Weightst ") Center of Gravity (in.) Weights(') Shipping Net A B C D Length Width R -22 Refrigerant 3 THCO33A 566 464 140 119 109 96 32 19 YHCO33A 627 537 159 139 126 111 32 19 THC043A 598 507 147 124 122 112 31 20 YHC043A 669 577 167 144 139 127 32 20 THC063A 648 557 167 135 130 125 31 19 YHC063A 704 612 180 151 144 137 32 20 R -410A Refrigerant 3 TSCO36E1, E3, E4, EW 555 480 157 122 95 107 31 19 YSCO36E1, E3, E4, EW 607 532 165 137 95 134 31 19 WSCO36E1, E3, E4, EW 589 514 177 107 113 117 29 20 4 TSC048E1, E3, E4, EW 586 511 167 129 101 114 31 19 YSC048E1, E3, E4, EW 638 563 175 145 101 142 31 19 .WIELGE1911361, E4, EW co;' °52'S1'$'P"'' 1�9 __ 119 29 ` -- 21 5 TSC060E1, E3, E4, EW 0 °""' 636 - " 561x 1 -83 =14 -2 1'Y `1 Y 19 YSC060E1, E3, E4, EW 688 613 190 158 110 155 31 19 WNSC060E1, E3, E4, EW 825 682 228 177 114 163 38 24 Table 137. Maximum Unit & Corner Weights (Lbs) and Center of Gravity Dimensions (in.) Unit Maximum Model Corner Weights(") Center of Gravity (in.) Weights(') Tons Model No. Shipping Net A B C D Length Width 3 THCO36E1,3,4 566 472 109 85 186 92 40 26 YHCO36E1,3,4 637 544 127 103 204 110 39 26 4 THC048E1,3,4 798 653 155 127 248 123 40 25 YHC048E1,3,4 869 725 173 145 266 141 40 25 5 THC060E1,3,4 823 676 204 74 327 71 41 26 YHC060E1,3,4 894 748 222 92 345 89 41 26 113 e TRAM' 102 EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDEILVas Daum S/4 -14 NPT DIA. HOLE EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENWE DRAIN 314 -14 NPT DIA. HOLE th NTT OAS CONNECTION 1/2NPr;IA1C014NECn9N Dimensional Data Y I L I/ 192916. 1 777 \ 411 1 244 YY -CONTROL_ `. COMPRESSOR ACCESS PANEL TOP PANEL 112/ 1 311 TOP PANEL CONDENSER FAN CONDENSER COIL UNIT COMM WIPE 7/P 37104) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 W (SASS DIA HOLE LAST POWER WIRE 7 (SINl11) DIA. HOLE - COMM AND- COMPRESBOR Figure2 -- Cooling and Gas /Electric - 3-4 Tons - Low & MediUni- Heat.- R -22 •.3iitilmenslons are In Inches /millimeters. 1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power Wtten Heat Installed (T_C Models only.) CONDENSER FAN Si I/4' 921 YY CONDENSER COIL WET CONTROL WIRE 7/8* (22104 DI/. HOLE SERVICE EMCEE PORT ACFFSS I are' (3SMN) DIA- lea war POWER Figure 3. Cooling and Gas /Electric - 5 Tons - High Heat - R -22; Cooling and Gas /Electric 3 -5 Tons — Standard Efficiency R -410A Cooling and Gas /Electric; 3 Tons High Efficiency R -410A * All dimensions are In Inches /millimeters. * *1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) RT- PRCO23 -EN MODEL HEIGHT MM /IN. APPROX. CORNER WEIGHT - KG /LBS TOTAL UNIT WEIGHT KG/LOS CENTER OF GRAVITY MM /IN. A WI W2 W3 W4 B C 4TCC018 898.53 (35-3/81 - r.s- 56.1 (1251 35.8 [79] 25.4 [561 39.9 [881 157.9 (348) 401.3 (15.81 508.0 [20.0] 4TCCO24 56.1 11251 35.8 [79] 25.4 (561 39.9 (88] 157.9 (3481 401.3 (15.81 508.0 [20.01 4TCCO30 56.1 (1251 35.8 [79] 25.4 [561 39.9 [88] 158.3 (3491 401.3 [15.81 508.0 (20.01 4TCCO36 57.6 [1211 36.3 (80] 25.9 (57] 40.8 (901 160.6 [3541 401.3 (15.81 508.0 (20.0] 4WCC018 56.2 (124] 35.4 [78] 25.4 (561 40.4 [891 157.9 (348] 401.3 (15.8] 515.6 (20.3) °PW e7„6 '6'93 P8 '- 6A. -5.81 '" i 5 ' 5.Y'G"PLi)' 39 2WCCO30 58.1 [1281 36.1 (811 25.9 (511 41.3 (911 162.4 [358) 401.3 [15.8] 508.0 (20.01 2/4WCCO36 60.8 [134] 38.1 (84] 21.2 (60) 42.6 (94] 168.1 [3121 101,3 (15.81 508.0 (20.0] BACK SIDE Dimensional Data and Weights 79.50 [3 -1 /8l 398.22 [15-11/161 (OUTSIDE) BACK DUCT OPENINGS F x x n 1155.45 [45 -1 /2] (SURFACE AREA) 176.01 [6- 15/161 Figure 3. WCC3018A through WCC3036A (3 of 3) 34 296.62 [11 -11 /161 (OUTSIDE) 58.19 [2-9/321 117.55 [11 398.22 [15-11 /161 (OUTSIDE) 530.49 [20 -7 /8] 11.18 (II/16] F SECTION X -X VA 1 P TYPICAL (8) SIDES OF SIDEFLOI DUCT OPENINGS RECOMMENDED SERVICE CLEARANCE MN /IN. 8011021 0 WITH ECONOMIZER BACK SIDE 304.8 (121 162.0 1301 LEFT SIDE 762.0 1301 914.4 1361 RIGHT SIDE 609.6 1211 - FRONT SIDE 1066.8 (121 - CLEARANCE TO COMBUSTIBLE MATERIAL MN /IN. 8011021 0 BACK SIDE 25.4 III LEFT SIDE 152.1 [61 RIGHT SIDE 152.4 161 FRONT SIDE 304.8 [121 TOP 911.1 [361 359.79 [14- /32] 288.42 [II-II/32] 304.80 [12] (INSIDE) 75.41 [2-31/321 117.73 [4 -5/8] 85.22 [3- 11/32] Dimensional Data and Weights 128.08 [5-1/32) 406.40 [16] (INSIDE) BOTTOM DUCT OPENINGS 24V ENTRY POWER ENTRY 28.58 [1 -1/81 DIA. KNOCKOUT 34.93 (1.3/8] DIA. KNOCKOUT 50.01 ((-31/321 DIA. KNOCKOUT POWER ENTRY 28.58 (1 -1/81 DIA. KNOCKOUT 34.93 (1.3/81 DIA. KNOCKOUT 50.01 (1- 31/321 DIA. KNOCKOUT SINGLE POINT ENTRY 34.93 (1 -3/8] DIA. KNOCKOUT 50.01 (1- 31/32) DIA. KNOCKOUT 62.11 [2- 15/321 DIA. KNOCKOUT Figure 2. WCC3018A through WCC3036A (2 of 3) 33 )6 �� - 173.46 [6- 27/321 406.40 [16] (INSIDE) 167.89 [6 -5/8) RIGHT SIDE 25.40 [I] �(G [18 -I/2] 1.a 469.93 A LEFT SIDE Dimensional Data and Weights 11.56 — [15/32] (DUCT FLANGE) 1049 02 [41 -5/16] ONDENS DRAIN FOR 19.0 [3/4] FEMALE NPT 18.03 ; 18.29 [23/32] ; [23/32] SECTION Y - 14.2 (9/16) TYPICAL (8) SIDES OF DOWNFLOW DUCT OPENINGS -- INLET -� IZ BOTTOM SIDE Figure 1. WCC3018A through WCC3036A (1 of 3) 32 W2 C 1240.28 [48-21/32] INLET INLET TOP SIDE 4 OUTLET FRONT SIDE W 4 L 3 S� -INLET ENTER OF GRAVITY Economizer Unit Application Models A B C BAYECON200AA 2/4YC,WC3018 036A 4TC'3018 -036A 22.00" 20.00" 16.87" BAYECON201AA 2/4YC,WC3042-060A 4TC *3042 -060A 24.00" 22.65" 19.00" Economizer Unit ApplicationM odels A BAYECON 101A 2 /4YC,WC3018 -036A 4TC *3018 -036A 20.125" BAYECON102A 2 /4YC,WC3042 -060A 4TC "3042 -060A 24.375° Mist eliminator Economizer rain hood Relief damper Roofcurb BAYECON101,102A Down Discharge Economizer and Rain Hood (Mounts Over Horizontal Return Air Opening) Duct HVAC Unit • Economizer Optional Equipment D as CI 01 Ct 0 ap 0 CC0 0 p a a� a1 CD 01 0 0 01 CI b m a a 0 a a 0 a a 0 ao 0 O o 00 c 0 oaf = Outside air dampers Return air dampers Return Duct Required filter kit, order separately BAYECON200,201A Horizontal Economizer and Rain Hood 29 Gaskets (2) Rain Hood KELVIN BATTLE 25500 74 AVE S KENT WA 98032 RE: Permit No. M09 -020 18235 OLYMPIC AV S TUKW Dear Permit Holder: Sincerely, -or- fer Marshall it Technician File: Permit File No. M09 -020 City of Tukwila Department of Community Development Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/09/2009. Based on the above, you are hereby advised to: Jim Haggerton, Mayor 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/09/2009, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M09 -020 DATE: 03 -06 -09 PROJECT NAME: PERFECT FIT - MCDONALD SITE ADDRESS: 18235 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bul1dirg Divis O Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 40 NNW 4 Ui F�. PLAN REVIEW /ROUTING SLIP i 4t aI Fire Prevention Structural Incomplete ❑ Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division U Permit Coordinator DUE DATE: 03 -10 -09 DATE: DATE: Not Applicable Ti No further Review Required DUE DATE: 04-07-09 Not Approved (attach comments) n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date MILLER, DANIEL E PRESIDENT 11/27/2007 Bond Amount ERDAHL, DARRIN VICE PRESIDENT 11/27/2007 748802C GOWIN, RICHARD L VICE PRESIDENT 01/01/1980 GOWIN, CONSTANCE F VICE PRESIDENT 01/01/1980 11/15/2007 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 DEVELOPERS SURETY & INDEM CO 748802C 10/01/2007 Until Cancelled $12,000.0011 /27/2007 9 DEVELOPERS SURETY Et INDEM CO 853803C 04/28/2002 Until Cancelled 12/24/2007 $12,000.0004/23 /2002 8 DEVELOPERS SURETY Ft INDEM CO 853803C 12/29/200004/28 /2002 $6,000.00 07/27/2001 7 DEVELOPERS INS CO 853803C 12/01/200012/29 /2000 $6,000.00 11/22/2000 6 AMERICAN BANKERS INS CO LPM350055 12/01/1997 Until Cancelled 12/07/2000 $6,000.00 5 AMERICAN BANKERS INS LPM350055 12/01/199412/01 /1997 $6,000.00 Untitled Page Business Owner Information Bond Information • S 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County PERFORMANCE HEATING It A/C INC 4252510356 25500 74TH AVE S KENT WA 98032 KING Business Type Corporation Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600601386 ACTIVE PERFOHA15ORT CONSTRUCTION CONTRACTOR 12/30/1985 4/30/2009 GENERAL UNUSED Page 1 of 2 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= PERFOHA15ORT 03/13/2009 HVAC EQUIPMENT SCHEDULE TAG MANUFACTURER DESCRIPTION MODEL NO NOMINAL TONS CAPACITY - BTUH SEER HSPF CFM E.S.P. FAN HP ELECTRICAL SOUND dB(A) WEIGHT (LBS.) OUTSIDE AIR (CFM) REMARKS HEATING COOLING VOLTS PHASE MCA MOCP RTU -10 TRANE ROOFTOP PACKAGE HEAT PUMP 21AIGG3048AI000A 2 22,400 23,000 13 7.1 800 0.5 .25 230 14) 31.6 40.0 16 *351 "160 WITH ECONOMIZER, BAYHTRVIO5E 5K1A1 PH RTU -S4q TRANE ROOFTOP PACKAGE HEAT PUMP WSGO48E3ROAOOOI 4 44,400 50,130 13 7.8 1600 05 .25 230 I N 58.8 60.0 82 *525 * *320 NTH ECONOMIZER, BAYHTRVIO5E 1 KW TH FASTEN RTU TO ROOF SLEEPERS W/ IS -GA. ANGLE. SCREW STRAP TO ROOF SLEEPERS 4 UNIT BASE RAIL. TWO STRAPS EACH END (4) TOTAL. SITE PLAN SCALE: 1/64" = l'-0" DETAIL ATTACHMENT WEST FASTEN 4X6 TO ROOF WITH ANGLE BAR AND 3/5X3" LAG SCREWS INTO TOP OF TJL TRUSSES. (2) ON EACH END OF4X6 TYP. OF (8). WILL BE ROOFED IN BY ROOFING CONTRACTOR. EVISiONS No changes shall be made #o the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a nE ry r�l2n and may in„ lode Y dt' ion : : I pi,?ri f NORTH it $x(34 61B $% S :R , i tyre. R :' fc".a`; .V . ib `. MR= P''.m'sNir I I I I I I I I 47(008' (2) EXTRA ?28" T,N SCALE: 1/8" = 1 RTh -q R11)--IO B15T1N6 ROOF PENEATATION FOR DRd1PPB5. Smoke Vent PARTIAL RO6F PLAN 8x8 STEEL COLJ++ VP REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 2 2009 . � City of ' kwila BUILDING:: IVI ION„I SEP 0 0 200 MMER1 li,.,ON't"i, °Mi,., :« k P4 i,.o x'u: °'<, 8*(34 61B SEPARATE PERMIT REQUIRED FOR: 0 Maahanlcal Electrical Plumbing leas Piping City of Tukwila BUILDING DIVISION VICINITY MAP NO SCALE INCLUDES ECONOMIZER, BAROMETRIC RELIEF DAMPER. ** 480 CFM /2O GFM PER PERSON PER W.S.V.I.A.Q.G. TABLE 3 -4 FOR OFFICE OCCUPANCY= 24 PEOPLE KING COUNTY PARCEL NO.: 7888100152 LEGAL DESCRIPTION: SEP 0 0 2009 SOUTHGENTER SOUTH INDUSTRIAL PARK LOT 21 OF TUKWILA SHORT PLAT NO 78 -45 -5P REG NO 1105011018 SD PLAT DAF - POR LOTS 14 15 OF SP SURD BE& AT SW GOR OF SD LOT 15 TH N 11-23-50 E ALS W LN OF Sp LOT 15 DIST 618.25 FT TO PT A TH N 78 -3b -10 W DIST OF 30 FT TH N II -23 -50 E DIST 38.35 FT TO NE COR OF LOT 14 AS ADJ BLA DATED 1 - - BLA -5 -18 REG NO - 781115 - 1005 4 TPOB TH N 18 -36 -10 W ALG Si:' N LN DIST OF 313.42 FT TO BDRY OF SD LOT 14 TH ALS SPRY OF LOTS 14 4 15 WITH FOLS BRCS 4 DISTANCES N Oci -50 -O0 E 27.62 FT N 08 -45 -00 E 18 FT N 06 -01 -00 E 101 FT N 03-26 -00 E q8 FT N 01-11 -00 E 11 FT N 04 -41 -00 E 101 FT N 33 -41 -00 E 41 FT N I6 -40 -00 E 51 FT N 26 -18 -00 E c11 FT N 46 -06 -00 E 103 FT N 63 -00 -00 E 100 FT N 82 -28 -00 E 11 FT S 15 -45 -00 E 100 FT S 56 -11 -00 E qq FT S 44 -2b -00 E 100 FT S 31 -31 -00 E 100 FT S 36 -41 -00 E 11 FT S 36 -08 -00 E 100 FT S 35 -35 -00 E 11 FT S 21 -38 -00 E 11 FT S 25- 20.00 E 100 FT S 23 -04 -00 E 11 FT S 24 -5I -00 E 100 FT S 44 -21 -00 E 40.12 FT TH LEAVING SD BDRIES S 1123 -50 !Al ALG E LN OF SP LOT 15 DIST 141.52 FT TH ALS GRV TO LFT CENTER OF NCH BEARS S 58 -03 -06 W RAD OF 110 FT ARC, DIST 81.51 FT THRU G/A OF 46 -31 -I6 TH N 78 -36 -10 W DIST OF 480 FT TH ALS GRV LFT RAD 110 FT ARC DIST 133.62 FT THRU C/A OF b1 -35 -47 TH N 18 -36 -10 H DIST OF 6.10 FT TO TPOB LESS BEG AT SD PT A TH N1S -3b -IOW DIST 30 FT TH N 11 -23 -50 E DIST 30 FT TO POB TH N 11 -23-50 E DIST 38.35 FT TO NE GOR LOT 14 AS ADJ BLA -5 -18 TH S 18 -36 -I0 E DIST 6.10 FT TO W MGN OLYMPIC AVE TH SLY ALG SD W MON TO POB SCOPE OF wows: PROVIDE rf INSTALL (2) NEW 4 -TONS $ (I) NEW 2 -TON ROOFTOP PACKAGE HEAT PUMP TO REPLACE EXISTING FAILED UNITS. NEW UNITS TO SE INSTALLED ON NEW SLEEPERS ROOFED IN BY OTHER. FASTEN UNIT TO SLEEPERS , FASTEN NEW SLEEPERS TO EXISTING ROOF STRUCTURE. SEE ATTACHED STRUCTURAL AND SEISMIC CALCULATIONS FOR RECOMMENDED FASTENING METHODS. CONNECT NEW UNIT TO EXISTING LINE VOLTAGE 4 LOW VOLTAGE UTILITIES. GODS NOTES: I) SEAL DUCTS PER W.S.E.G. SECTION 1414.1. 2) INSULATE DUCTWORK. PER W.S.E.G. TABLE 14 -6. 3) PROVIDE ECONOMIZER REQUIRED PER W.S.E.G. SECTION 1433. 4) A IIOV CONVENIENCE OUTLET SHALL BE WITHIN 25' -0" OF OUTDOOR EQUIPMENT PER I.M.G. SECTION 306.4.1 ROOF ACCESS TO EQUIPMENT TO COMPLY WITH I.M.C. SECTION 306.5. FILE COPY RECEIVE Permit MAR 06 2009 Plan wing approval Is subject to errors and omissions, Approval of construction documents does not author HMlT CENTER the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: Ci ty f1A641`N ■Fla BUILDING DIVISION: frocj o I- z a W oe� co Co U) a) 0 0_ E 0 c3 c r 1— DATE: 2 /16/09 DRAWN: KB ENGR: MS APPVD: JOB NUMBER: 3241 -08 M1 SHEET 1 OF 1