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Home My WebLink AboutPermit M14-0173 - FOSTORIA PARK ASOCIATION - ROOFTOP UNIT REPLACEMENTFOSTORIA PARK ASSOCIATION 4445 S 134 PL M14-0173 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 8700200020 Permit Number: M14-0173 4445 S 134TH PL BLDG D Project Name: FOSTORIA PARK ASOCIATION Issue Date: 9/24/2014 Permit Expires On: 3/23/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: FOSTORIA PARK ASSOC LLC 15100 SE 38TH ST #792 C/O ESM PROPERTIES INC, BELLEVUE, WA, 98006 LAURA SMITH 1221 SECOND VE N , KENT, WA, 98032 HERMANSON CO LLP 1221 2ND AVE N , KENT, WA, 98032- 2945 License No: HERMACL005BJ Lender: Name: Address: III Phone: (206) 920-1690 Phone: (206) 575-9700 Expiration Date: DESCRIPTION OF WORK: REPLACEMENT OF (1) EXISTING ROOF -TOP UNIT LIKE FOR LIKE Valuation of Work: $7,560.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $298.16 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Date: vl 4)—_4_( 14 hearby 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 development permit an agree to the conditions attached to this permit. (� Signature: j Date: q)1.14 1 1 Print Name: L l*`l'CCU PM 1 �1/\ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 0705 0701 MECHANICAL FINAL REFRIGERATION EQUIP ROUGH -IN MECHANICAL a separate permit issued by the City of the job site at the time of inspection. CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. f-4 173 Project No. n Date Application Accepted: R` -[L Date Application Expires: S'14—[ (For office use only) MECHANICAL PERMIT APPLICATION 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** SITE LOCATION King Co Assessor's Tax No.: 8700200020 Site Address: 4445 S 134th P1 Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Fostoria Park Association PROPERTY OWNER Name: ESM Properties Address: 15100 SE 38th St City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Laura Smith Address: 1221 2nd Ave N City: Kent State: WA Zip: 98032 Phone: (206) 920-1690 Fax: Email: LSmith@hermanson.com New Tenant: ❑ Yes J ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Hermanson Address: 1221 2nd Ave N City: Kent State: WA Zip: 98032 Phone: (206) 920-1690 Fax: Contr Reg No.: HERMACLOO5BJ Exp Date: 08/25/2016 Tukwila Business License No.: 09-459 Valuation of project (contractor's bid price): $ 7,560 Describe the scope of work in detail: Replacement of (1) existing RTU, like for like. Use: Residential: New ❑ Replacement ❑ Commercial: New r Replacement Fuel Type: Electric ❑ Gas 1 Other: H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace > l 00k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 1 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - 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 extension of time for additional periods not to exceed 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 0 ..0 HO' _ ED. GENT: Signature: Date: 09/03/2014 Print Name: Laura Smith Day Telephone: (206) 920-1690 Mailing Address: 1221 2nd Ave N Kent WA 98032 City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $366.41 EL14-0855 Address: 4445 S 134TH PL BLDG D Apn: 8700200020 $68.25 ELECTRICAL $65.00 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $65.00 TECHNOLOGY FEE $3.25 TECHNOLOGY FEE R000.322.900.04.00 0.00 $3.25 M14-0173 Address: 4445 S 134TH PL BLDG D Apn: 8700200020! 29816' MECHANICAL $286.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $196.85 PLAN CHECK FEE R000.322.102.00.00 0.00 $57.34 TECHNOLOGY FEE $11.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3000 R000.322.900.04.00 0.00 $11.47 $366.41 Date Paid: Thursday, September 04, 2014 Paid By: LAURA SMITH HERMANSON COMPANY Pay Method: CREDIT CARD 263672 Printed: Thursday, September 04, 2014 8:46 AM 1 of 1 CAIIIWYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C-}f( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 q 1 1'114-003 Project:,, r r )S I v f , .� ,Pj�.,it� 11--WOC, Type of I spection: dvi e c x� . . ,`U A L..- Address: Ili C. /.3lest, Date Called: fI fvf, 1 3 G E -- Special Instructions: //`-- \\ E ) / Date Wanted: ! n _ 24 / a.m � � 4, p.m:. Requester: Phone;06 No 7 5 5 7 3 t si Approved per applicable codes. Corrections required prior to approval. COMMENTS: t t ` - jj 1 i� f/ /,/ % Inspector: Date: j /, ./ 4 "7 � r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 �yl ICI of?3 Project-.- 5\ !Ai A sPA� Type ofr pe of: 1 Apes 4 .s 1,3 Litiii Date Called: Special Instructions: Date Wanted: a.m. Requester: 7— 0 IQ t--.( Phone No: ,_. (} �ss Z3�Li Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 f t' J %16ti`--1 AcF( c:/ 6.1/ ti.'-e l� t ; ��_ -R ', V i'L.) 1 r ettor: Date: ;LAVAQ-r1 (.act. ! c Jt��t t► l i� —�j'" C IREINSPECTION FEE REARED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Mf4-6/73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 7ject� r Type of Inspection: u Address: _ � 7-1 Date Called: Special Instructions 13 S (/U/i /\. `` - Date Wanted: 1 2. _ '4--p Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f,E n 1 '\ r1 ) , `-i N t1 A ') r 6 LA , MA , :(vrA cne.c_IZ C t A\ ',lVsr- ,,1, w)Q,.d Z.VI,.;, (-,i, A:11'A (LD) II I11--?) ,•',-, t r f r.\ (� n A , 41r ttN.n I).11 n APn,, ),) t'�0 n/ / r1 S /� i n l ,4 Inspector: Date:1 1-9 r / 4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. No changes shall beREVISIONS made to the scope of wort without out prior —, P or approval of ''!` iiia Building Division. `` OTy: € _ , wiil require a new plan cnJ may it;c ede additional plan review feesa of . FILE COPY Permit No. M ('30(73 Plan review approval is subject to errors and omissions. Approval of con,:truot ion documents does not authorize t' .3 violation of any adopted code or ordinance. Receipt of ppps o tt. d Fuld Copy d conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION M 1 14. 0 173 SEPARATE PERMIT REQUIRED FOR: 0 Mechanical &Electrical &Plumbing C�Gas Piping City of Tukwila F(,:'L 'NG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP. 0 4 2014 PERMIT CENTER A AC ACH ACT AD ADD'L MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAI CFR!NG TILE ACCESS DOOR ADDI IIONAL AFF ABOVE FINISHED FLOOR AFG ABOVE FNISHED GRADE AHU AIR HANDLING UNIT ALUM ALUMINUM AMP/AMPS AMPERAGE AP ACCESS PANEL ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR COWS CFM CHWR CHWS CLG COL CONC COND CONN CONE CONTR COORD COP CT CU CW DB DDC DEL DEG DIA DMPR DN DWG EXH EA EAT EC EER EF EFF ARCHITECT BEADED COLLAR 3ACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN / BLACK STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER/CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT/CONNECTED/CONNECTION CONTI N UO JS/CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC/CONDENSER UNIT DOMESTIC COLD WATER/CONDENSER WATER DUCTBOARD/DRY BULB/DECIBEL DIRECT D.GITAL CONTROL DEFLECTOR DEGREE/DEGREES DIAMETER DAMPER DOWN DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY EL ELEVATION ELEC/ELECT ELECTRICAL/ELECTRIC EMCS ENERGY MANAGEMENT CONTROL SYSTEM ENT EQUIP ESP EWT EXIST EXH FAC FD FDC FF FIC FIO FLA FLEX FLR F03 FO C FOS FOT FP FPM FSD FT FUT FV GA GA_V GC GPM GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX HZ IBC ICw ID ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING EXHAUST FAHRENHEIT FIRE ALARM CONTRACTOR IRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS, NSTALLED 3Y CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE/SMOKE DAMPER FOOT/FEET FUTURE FACE VELOCITY GRILLE GAUGE/GALLON GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE/REGISTER/DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR • EIGHT GH WALL TRANSFER GRILLE OT WATER RETURN OT WATER SUPPLY EAT EXCHANGER ERTZ TERNATIONAL BUILDING CODE DUSTRIA_ COLD WATER SIDE DIAMETER/DIMENSION EER MC N WG PLV KW LAT LB/LBS LF/LIN FT LPG LPS LVG LWA LWG LWT MAX MAU MBH MCA MD MFR MISC MIN MPS MT MTD MUW NA NC NG/NGAS NIC NO NPW N-R OA/OSA OBD OD PCF PD PH POC P/PRESS PSI PSIG QTY RA RD/HND REF REQ RESID RF RG RL RPM RS SA SAT SD S/D S_C SEER SENS SL SM SPEC SO SOG SP SF SS STRUC TA TEMP TBD TOD TOS TOT TSP TSTAT TYP UH UNO V VD VEL VERT VED VOL W W3 WG W/ W/0 W/SF WSEC NVERT ELEVATION NTEGRATED ENERGY EFFICIENCY RATIO NTERNATIONAL MECHANICAL CODE NCHFS NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND/POUNDS LINEAL FOOT/FEET LIQUID PROPANE GAS LOW PRESSURE STEAM LEAVING SOUND POWER RATING LEVEL (IN DB) LOW WALL GRIT I E LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRIT'SH THERMAL UNITS/HOUR MINIMUM CIRCUIT AAPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM/MINUTE MEDIUM PRESSURE STEAM MOUNT MOUNTED MAKE-UP WATER NOT APPLICABLE NORMALLY CLOSED/NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN/NUMBER NON -POTABLE WATER NON-RESIDENTIAL OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIAMETER/DIMENSION POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANITY RETURN GRILLE/RELOCATED/RETURN RETURN AIR ROUND REFERENCE REQUIRED RESIDENTIAL RELIEF REFRIGERANT DISCHARGE GAS REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION/SUPPLY AIR TEMPERATURE SMOKE DETECTOR SLIP & DRIVE CONNECTION SEATTLE __ CODE SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SOUND LINED SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET STAINLESS STEEL STRUCTURAL TRANSFER AIR TEMPERATURE/TEMPORARY TO BE DETERMINED TOP OF D'JCT TOP OF STEEL/TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND t10X10 1 X10 Ezi fi0X10; I 10X10 floxiofri 0X LJ t 1ox10 'I 10X10 RECT SUPPLY AR DUCT UP/TOWARD RECT SUPPLY AIR DUCT DN/AWAY RECT EXHAUST OR RETURN DUCT CP/TOWARD RECT EXHAUST OR RETURN DUCT DN/AWAY 6 to. 0 100 0 ROUND DUCT - UP/TOWARD b IN ) 100 0 scan S12X1001 ROUND DUCT - DN/ AWAY FLATOVAL DUCT - UP/ TOWARD FLATOVAL DUCT - DN/ AWAY 100 .-,t DUCT OVERLAP 100 T 16X16SL BOOT TAP 45' TAP VOLUME DAMPER RISE(R) & DROP(D) TRANSITION TURNING VANES/SPLITTERS DUCT MOUNTED SMOKE DETECTOR SACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW (FORCED AIR) COMBINATION FSD FIRE DAMPER SMOKE DAMPER MOTOR OPERATED DAMPER ACCESS DOORS SOUND TRAP FLEX CONNECTION ACOUSTICALLY UNED DUCT (SL) FABRIC DUCT CLEARANCE SUPPLY AIR DIFFUSER (WITH CORE Bl+NKCFF) CEILING RETURN, TRANSFER OR EXHAUST AIR CRLLE SLOTTED DIFFUSER (PLAN VIEW) CD0 REVISION CLOUD & TRIANGLE n0 ROUND DUCT SYMBOL 0 FLATOVAL DUCT SYMBOL H. DEGREES SYMBOL B POINT OF CONNECTION CD1-100 GRD TAG IDENTIFIER =TYPE-CFM 80 SIZE 8 TSTA-/TEMP SENSOR ®D CARBON DIOXIDE HUMIDITY SENSOR SENSOR ®° SMOKE DETECTOR ()CARBON MONOXIDE 0 STATIC PRESSURE SENSOR SENSOR 1- mED 2 t oV 2 1-CHWS /CHWR-S RL/RS- 1- NG-6 2-- LPG -5 2-CDWS /CDWR-5 2-HWS/HWR-S t- COND -5 2- FOV -5 2- FOS /FOR -s 2- RDG -5 EXISTING DUCTWORK DEMO DUCTWORK WALL -MOUNTED GRILLE PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG CR CAP PRESS REDUCING ASSEMBLY SOLENOID VALVE PUMP CHILLED WATER SUPPLY/RETURN REFRIGERANT LIQUID/SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY/RETURN HEATING WATER SUPPLY/RETURN CONDENSATE FUEL OIL VENT FUEL OIL SUPPLY/RETURN REFRIGERANT DISCHARGE GAS MECHANICAL GENERAL NOTES 1. WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS, INCLJDING, BUT NOT LIM TED TO THE 2012 IBC, 2012 WSEC, & 2012 IMC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY JNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DLCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2 CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY XHAJSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEA_ CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN ACCOUNTED TOR. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT OR 3 FEET BELOW ANY PLACING VENT OR EXHAUST OUTLET WITHIN 10 FEET 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING: - 0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OJTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOUNG LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTOR:ZED (OR GRAVITY DAMPERS PER EXCEPTIONS IN C403.2.4.4) WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE. 13. THE CONTROL SYSTEM SHALL BE 7-DAY PROGRAMMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5'F 10'F FOR RESIDENTIAL),BETWEEN THE HEATING AND COOING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF RESETTING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUA_ AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRTTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE F NAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE C408. 15. SAFETYNIORLHAZARDOUS MATERIAL RELATED SYSTEMS RESTRAINT LNBE REQUIREMENTS IpOF =11.5TFOR BUILDING SMACNA OR AS NO EED 7. ALL REFER TO CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. DRAWING INDEX SHOOT NO. SHEET TIRE CURREM REVISION N0.00 LFCEND ABBREVIATIONS GFNFRAI. NOTES & SHOT INDEX - MAC 1/2.R1 PARTIAL ROOF PUNS & SCHEDULE - HVAC APN NUMBER 8700200020 LEGAL DESCRIPTION TUKWILA BSIP NO L08-061 REC #2C090731000740 18. ALL PIP'NG PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 5133rd3 s 2000 CFM [INCLUDING MULTIPLE UNITS DJCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY E THAN 2000 CEPA] OR OF RETURN SYSTEMOVERPE SMOKE DETECTORS SHALLHBETFIFICY(ELEC) LINO. POWER -WI WIRING 1ANDCINTERLOCK TOCFM IN AUFIRESALARM NMTISYST BY ELECTRIICCAL CONTRART EP1/`tIE 20. MECHANICAL ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. (FLOE COIII�PLIAj•CE 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL COlO . MOTOR EFFICIENCIES TO MEET OR EXCEED CODE MINIMUM. 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: - ALL VERTICAL JOINTS & CORNERS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH F THE JOINT, (BY GC). -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). ^�°-n( - ANY FLOCK DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACEPTABLE SEP � U -ANY PENETRATIONS OF THE SHAFT CONSTRUCTION DUCTWORK, CONDUIT, PIPING, ... SHALL BE SEALED ON BOTH SIDES - USE SECTION 909.5 OF THE 2012 IBC FOR MAX ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STFS SHAFT CONSTRUCTION. - ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING CASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRE SURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENT. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUC City/ of Tukwila MODEL G-KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. 24. LOCATION AND DETAILS OF EQUIPMENT DUCT ROUTING AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATT OTHER -RADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. D FOR 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER R403. APPROVED 5BtJILDING 26. ELECTRICAL METERING OF SYSTEMS AS REQLIRED BY ENERGY CODE SECTION C409 IS BY ELECTRICAL THE ELECTRICAL DESIGN & CONTRACTOR TEAM WILL FURNISH THE NECESSARY ELECTRICAL DISTRIBUTION AND METERING COMPONENTS - SEE ELECTRICAL DRAWINGS. "HE MECHANICAL CONTRACTOR WILL FURNISH A BUILDING MANAGEMENT SYSTEM CAPABLE OF COLLECTING AND STORING THE INFORMATION. A PERMANENT AND VISIBLE DISPLAY IS TO BE PROVIDED FOR EACH BUILDING, READILY ACCESSIBLE TO OPERATION AND MANAGEMENT PERSONNEL MINIMUM DUCT INSULATION LAST UPDATED 01/10/14 INSULATION DUCT' TYPE DUCT LOCATION IN HEATED AND MECHANICALLY COOLED DUCT STSIbM R-VAUJE , REMARKS SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE, INSIDE BUILDING R-8 1,2,3 OUTSIDE AIR WITHIN CONDITIONED SPACE, INSIDE BUILDING SEE NOTES 4 & 5 1,2,3,4,5 SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE: INSIDE BUILDING R-6 SUPPLY AIR <55° OR >105° WITHIN CONDITONED SPACE R-3.3 1 REFER TO ENERGY CODE SECTION C4D3.2.7 FOR FURTHER REQUIREMENTS 2 INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS 3 WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS 4 INSULATE OUTSIDE AIR DUCTS TO BUILDING EXTERIOR WALL LEVEL PER ENERGY CODE SECTION( C403.2.7.1 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R-6 FOR REST OF INSTALLATION) OR HEATING & COOLING EQUIPMENT 5 R-7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM SUPPLY AIR 1,2 1,2 MINIMUM PIPE INSULATION LAST UPDATED: 01/10/14 FWTD DESIGN INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (INCH) OPERATING . CONDUCTIVITY MEAN TEMP 1 TO 1-1/2 TO 4 TO TEMP °F RANGE RATING °F <1 I <1-1/2 <4 <8 >8 HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER) >350 0.32-0.34 250 251-350 0.29-0.32 200 201-250 0.27-0.30 150 141-200 0.25-0.29 125 105-140 0.21-0.28 100 ,DOMESTIC COLD WATER AND HORIZONTAL RAIN LEADERS TO FIRST VERTICAL RAIN LEADER 4446 S 134th PI. Tukwaa. WA 9816E Pim.. Saw Zuun Surd /ICINITY MAP NO SCALE AREA OF WORK RECEIVED SITE MAP 4.5 5.0 5.0 5.0 5.0 CITY OF TUKWILA 3.0 4.0 4.5 4.5 4.5 2.5 2.5 1.5 3.0 . 3.0 al SEP 2014 1.5 1.5 2.0 2.0 2.0 1.0 1.D 1.5 1.5 1.5 NO SCALE cgk 40-60 0.21-0.27W 75 0.5 0.5 1.0 1.0 1-D ;ERM T CENTER ISSUE FOR PERMIT COOLING SYSTEMS (CHILLED0WATER, BRINE AND REFRIGERANTO, WATERSIDE ECONOOMIZER SYSTEMS).* T 1.0 1.0 �+I •.. I ■ <40 I 0.20-0.26 : 75 1- 0.5 0.5 1.0 1.0 L 1.0 1.5 NOT REQUIRED FOR STRAINERS, CONTROL VALVES & BALANCING VALVES ASSOCIATED WITH PIPING 1" OR LESS IN DI0. v° TYPICAL CONDENSER WATER PIPE IN NON -ECONOMIZER SYSTEMS DOES NOT REQUIRE INSULATION 3,) Hermanson Hennueon Company UP 1221 2na Avenue North Kern. 9084 gtoo 96032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hennanson.com Contmetor Reg f; HERWCID0513I FOSTORIA PARK ASSOCIATES LLC 4445 SOUTH 134TH PL. TUKWILA, WA 98168 Revisions 09/04/14 MIG ISSUE FOR PERMIT No. Dote By Description Design Team Design MIG Drawn FVP Checked OTN Scale AS NOTED Drawing Number C-0475-04869 Project Number 14-14-04869 Issue Date 09/04/14 LEGEND, ABBREVIATIONS, GENERAL NOTES & SHEET INDEX - HVAC M0.00 AREA OF WORK t DEMO EXIST UNIT PARTIAL ROOF DEMO PLAN - HVAC SCALE: " /6. 1' 3' (� REPLACE EXIST ROOFTOP UNIT W/ NEW UNIT, 1 OF THE SAME CAPACITY RE -CONNECT TO I EXIST DUCIWORK & UIIUIIES. SEE EQUIPMENT J SCHEDULE FOE DETAILS ON NEW UNIT RTU- I I PARTIAL ROOF PLAN - HVAC SCALE I/6' - 1'-0' GAS PACKAGED ROOFTOP UNIT SCHEDULE (DEMO UNIT) LAST UPDATED: 08/27/14 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM ESP IN WG SEERJEER COOLING CAPACITY GAS HEATING CAPACITY SUPPLY FAN EEC SOUND '.OPERATING PER ARI 270/370 WEIGHT (D6a) (LBS) UNIT SIZE (W/O CURB) HxWxL REMARKS TOTAL MBH SENS MBH INPUT MBH OUTPUT AFUE MBH NG CONN I TYPE HP MCA MAX FUSE V/PH RTU-1 ROOF TRANE YSC036E3EM 1,030 0.80 - - - - - 1/2 DOWNFLOW 1 22.0 30 208-230/1 - I - 31.5"x32.75"x59" 1 1 EXISTING UNIT TO BE DEMOLISHED. GAS PACKAGED ROOFTOP UNIT SCHEDULE (REPLACEMENT UNIT) LAST UPDATED: 08/27/14 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM ESP 1N WG SEER/ER COOLING CAPACITY GAS HEATING CAPACITY SUPPLY FAN ELEC SOUND OPERATING PER ARI 270/370 WEIGHT (DSO) (LBS) UNIT SIZE (W/O CURB) HxWxL REMARKS TOTAL SENS MBH I MBH INPUT MBH OUTPUT MBH AFUE NG CONN TYPE HP MCA MAX FUSE V/PH RTU-1 ROOF TRANE YSC036E3EM 1,200 0.80 13/11.2 37,150 36 80 60 80 1/2 DOWNFLOW 1 21.5 30 208/3 81 558 36.25'x44.25"x70" 1,2,3,4,5,6 GENERAL UNIT CAPACITY RATED AT 85/67 OUTSIDE AIR DESIGN TEMPERATURES 1 FOR TRADE COORDINATION REFER TO APPROVED EQUIPMENT SUBMITTALS 2 INSTALL PER MANUFACTURER RECOMMENDATION 3 PROVIDE FULL ECONOMIZER CYCLE. 4 PROVIDE SCCR MINIMUM RATING OF (5 kA) 1N ACCORDANCE WITH NEC 2005 ARTICLE 409 AND NFPA 70 SECTION 409.110 5 REUSE EXISTING ELECTRICAL CONNECTIONS. WIRING CHANGES AND MODIFICATIONS BY ELECTRICAL 6 SEE STRUCTURAL CALCULATIONS FOR MOUNTING DETAILS. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 4 2014 PERMIT CENTER ISSUE FOR PERMIT • Hermanson he -meson Company LL= 1221 2nd Meese North Kent WasNngtan 99032 Tel: (206) 575-9700 her. (206) 575-9E00 www.nemenson.com Contractor Reg 0: NERNACL00511J FOSTORIA PARK ASSOCIATES LLC 4445 SOUTH 134Th PL. TUKWILA, WA 98168 Revisions 09/04/14 MIS ISSUE FOR PERMIT No. Date By Description Design Team Design MIG Drown FVP Checked DIN Scale AS NOTED Drawing Number C-0475-04669 Project Number 14-14-04869 Issue Date 09/04/14 PARTIAL ROOF PLANS & SCHEDULES - HVAC M2.R1 FILE COPY Permit No. STRUCTURAL CALCULATIONS Seattle Bagel Bakery 4445 South 134th Place Tukwila, WA 98168 PROJECT NO.: 14-400 DATE: August 28, 2014 CODE: IBC 2012 & ASCE/SEI 7-10 D.S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 E-Mail: dshin@engineer.com t111 0173 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 4 2014 PERMIT CENTER n0—.I -ng�I NVId 001 77' I l b`.=:! :J carozld s '1O0 8 979 1.X3N Ol .PJ-,Cn / .9-,0Z / .9-,Z `� D to tr_ Q? µ 0 • .A. 0 11 1 :EPLACING UINT W/ CURE MAX. WT.: 650 Ib.) 8'-0' 8'-0. 8'-0' 8'-0' 8'-0' 8'-0' 8'-0' v L‘Cl (E) 51/ex30 GLB w 0 es t 1\1 0 m Iu 0 0 z '1c3rOld m3los aoom „s x mlo-rI) z« '3a 9xp maN '.lb`9 s13NO-1 i7 powi . ▪ 1 Itl ■I .I Up. 11Ni1 NIO'd-ld3zl cc D - z N z '� D�O - .O 0n m„m rn SOX A E 3 3 m �� N 0 0 0 m rn m 0 Z A m E r O m D Design Analysis (TYP) GLIB I (E) 51rex30 GLB REPLACING (MAX. UINT WT.: 650 LW CURB (E) 5'70x21 GLB (E) 51/0x30 GLB 40' 0' (E) 8' P/C WALL (TYP) PROJECT: Seattle Bagel Bakery 4445 South 134th Place Tukwila, WA 98168 FART I AL ROOF FRAMING FLAN SCALE: I/8'= I'-0' Model Number YSC036E3EMA**C00000000300000000000000000 Customer : Project : Name : 'Y4C 1 Unit function Airflow Fresh air selection Cooling Entering DB Ambient Temp Voltage DX Cool 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop DX cooling, gas heat Unit efficiency Convertible configuration Airflow Application Econ-dry bulb 0-100% 3hp Tonnage 80.00F Cooling Entering WB 95.00F Heating capacity 208-230/60/3 Major design sequence ng, Gas, Heat 3-10 Ton Unit controls Standard efficiency Downflow 3 Ton 67.00F Medium gas heat 3ph E - R-410A Electro mechanical controls Refrigeration controls Frostat and crankcase heater 3ph 3ph EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 314"•14 NPT DIA. HOLE 4 1 /4" THROUGH THE BASE CONDENSATE i 42 114" 2312" OP PANEL \- 1 /2" NPT GAS CONNECTION CONDENSER FAN CONDENSER COIL NIT CONTROLWIRE 7/8" DIA.HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE NIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH 43/16" INSTALLER DOCUMENTS BEFORE INSTALLATION r RETURN 24" 1 L_1512" 91/4" 14" PLAN VIEW UNIT DIMENSION DRAWING 7 RETURN SUPPLY 1433/4" 7-` 00 00 3 5/8" 23 1/4" 4 314" 171/4" / 87/8" b-13114"-- CONDENSATE 69 7f3" 3/16" 36 1/4" 20 1/4" 95/8 5 5/8" 4 1/4" 5 9/16" 750" 441/4" PACKAGED GAS / ELECTRICAL DIMENSION DRAWING HORIZONTAL AIR FLOW Watt W.- PACKAGED GAS / ELECTRICAL CORNER WEIGHT INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY ,... - WC1GH S ECONOMIZER v 26.01b P MOTORIZED OUTSIDE AIR DAMPER '" MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAL/GAS(FIOPS) UNIT MOUNTED CIRCUIT BREAKER (FIOPS) UNIT MOUNTED DISCONNECT (FIOPS) POWERED CONVENIENCE OUTLET (FIOPS) HINGED DOORS (FIOPS) HAIL GUARD SMOKE DETECTOR, SUPPLY/RETURN NO'VAR CONTROL STAINLESS STEEL HEAT EXCHANGER REHEAT ROOF CUR BASIC UNIT WEIGHTS CORNER WEIGHTS I CENTER OF GRAVITIY SHIPPINGere ^ `I�� 165.0Ib () 95.01b I (E)LENGHT (F)WIDTH 607.016 532.01b gr. 137.016 134.01b 31" 19^ NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGH T DOES NOT INCLUDE ACC ESSORY W EIGHT. T 0 ODT AIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LIST ED ARE <5 LBS. PACKAGED GAS /ELECTRICAL RIGGING AND CENTER OF GRAVITY J�j .Wood Beam. Description : (e) Purlin CODE REFERENCES Calculations per Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Load Combination iBC 2012 Wood Species Wood Grade Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling : Douglas Fir - Larch : Select structural D(0.165) D(0.07) S(0.175) File = C:IPROGRA-11ENERCA-2 ENERCALC, INC.1983-2014, Build:8.14.8.25, Ver:6.14.8.25 1:iaensee >,H s -engineering pc 1500 psi E : Modulus of Elasticity 1500 psi Ebend- xx 1900 ksi 1700psi Eminbend -xx 690ksi 625 psi 180 psi 1000 psi Density 32.21 pcf Applied Loads Uniform Load : D = 0.070, S = 0.1750 , Tributary Width = 1.0 ft Point Load: D=0.1650k(a,3.50ft DESIGN SUMMARY _yr. Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maxirnum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection AA,‘" 0.84Fx 1 4x16 58.69 psi 1,y25.00 psi D+S+H 11.416ft Span # 1 Span = 23.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Vit*Ildr 0.000 in Ratio = 0.000 in Ratio = 0.806 in Ratio = 0.000 in Ratio = Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span +D+S+H Vertical Reactions Load Combination Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H + D+S 41 + D+0.750Lr+0.750L+H +D+0.7.50L+0.750S+H 489 0 <360 342 0 <180 Load Combination 1 0.8059 11.500 Support notation Far left is #1 Support 1 Support 2 2.957 2.843 0.567 0.498 0.945 0.830 0.945 0.830 0.945 0.830 2.957 2.843 0.945 0.830 2.454 2.339 0.360 : 1 4x16 74.44 psi 207.00 psi +D+S+H 0.000 ft Span # 1 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS Wood Beam Description : (e) Pubin Vertical Reactions Load Combination +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450 W+H +D+0.750L+0.750S+0.525E+H +0.60D FO.6OW+0.60H +0.60D+0.70E+0.60H D Only LrOnly L Only S Only W Only E Only H Only Support 1 Support 2 0.945 0,830 0.945 0.830 0.945 0.830 2.454 2.339 2.454 2.339 0.567 0.498 0.567 0.498 0.945 0.830 2.013 2.013 Support notation : Far left is #1 File = CIPROGRA-11ENERCA-2 ENERCALC, INC. 1983-2014, Build:5.14.8.25, Ver:6:14:8.25 w :t t ensee .t enginiteritig. PC'; Values in KIPS Wood Beam KW-060t0224. Description : (e) beam CODE REFERENCES Calculations per Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2012 Wood Species Wood Grade Beam Bracing Applied Loads Beam self weight c I ed a ded to loads Point Load : 1. 70, 3.850 k 7.50 ft Point Load: D = 1.870, S = 3.850 k p 13.50 ft Point Load: D=1.760,S=4.40k(o 21.50ft File- C:\PROGRA-1IENERCA-2 ENERCALC, INC. 1983-2(114 Build:6:14.8.25, Ver6.14.8.25 Licensee d.s. engineering pc" Fb - Tension Fb -Compr Fc - Prll DF/DF Fc - Perp : 24F - V4 Fv Ft : Beam is Fully Braced against lateral -torsion buckling D(1.87) S(3.85) Point Load : D =1.760, DESIGN SUMMARY i Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max. Upward Total Deflection 4.40 k 29.50fft 0.820 1 5.125x27 2,004.00 psi 2,443.89psi +p+S+H 13.566ft Span#1 Oft Service loads entered. Load Factors wit be applied for calculations. 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi D(1.75) S(4 4) E : Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 930 ksi 1600 ksi 830 ksi 32.21 pcf 0(1.76) S(4.4) 6 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.803 in Ratio = 0.000 in Ratio = 1.211 in Ratio = 0.000 in Ratio = 470 0 <360 312 0 <180 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination +D+S+H 1 1.2106 15.750 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 10.461 14.274 Overall MINimum 2.191 2.750 +D+H 3.651 4.584 +D+L+hI 3.651 4.584 +D+Lr+li 3.651 4.584 Design OK:; 0.370:1 5.125x27 112.66 psi 304.75 psi +p+S+H 0.000 ft Span #1 Max. "+ Defl Location in Span 0.0000 0.000 Values in KIPS Z Wood Beam Lsc; W=O6010ZZ¢: Description : (e) beam Vertical Reactions Support notation : Far left is #1 Load Cornbination Support 1 Support 2 +D+S+Fi 10.461 14.274 +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H + D+0.70E+H +D+0.750Lr+0.750L+0.450W+H + D+0.750L+0,750S+0.450W+H +D+0.750L+0.750S+0.525E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 3.651 4.584 8.758 11.852 3.651 4.584 3.651 4.584 3.651 4.584 8.758 11.852 8.758 11.852 2.191 2.750 2.191 2.750 3.651 /4.584 6.810 9.690 File = C:IPROGRA-11ENERCA-2 ENERCALC I.NC..1983;2014, Build:6.148.25 Ver.6.14.8.25 Licensee : J:s "engtieeringfj Values in KIPS :Wood - Beam Description : (e) beam CODE REFERENCES Calculations per Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Load Combination iBC 2012 Wood Species Wood Grade Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam E;racing : Beam is Fully Braced against lateral -torsion buckling D(4.584 DF/DF 24F - V4 S(9.69) D(1.76) S(4.4) 5.125x30 Span = 7.660 ft Applied Loads D(1.76 Li Beam self weight calculated and added to loads Load for Span Number 1 Point Load : D = 4.584, S = 9.690 k an, 0.0 ft Point Load : D = 1.760, S = 4.40 k an, 5.670 ft Load for Span Number 2 Point Load: D=1.760, S = 4.40 k 0, 6.0 ft Point Load : D =1.760, S = 4.40 k na, 14.0 ft Point Load : D = 1.760, S = 4.40 k (o? 22.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination Span Max. "" Del Location in Span +D+S+H 1 0.4180 0.000 +O+S+H 2 0.1165 �,_ 19 4,44 .1 +D+S+H Vertical Reactions Suppa notation: , F Load Combination Support 1 Support 2 Support 3 Overall MAXimum 35.041 5.145 S(4.4) File =C:\PROGRA-1\ENERCA-2 ENERCALC, INC. 1983-2014, Bulld:6.14.8.25, Ver 6.14.8.25 Ltc Sfic, .d.s, engineering pc>. 2400 psi E : Modulus of Elasticity 1850 psi Ebend- xx 1650 psi Eminbend - xx 650 psi Ebend- yy 265 psi Eminbend - yy 1100 psi Density D(1,76) S(4.4) 5.125x30 Span = 29.330 ft 1800 ksi 930 ksi 1600 ksi 830 ksi 32.21 pcf D(1.76) S(4.4) Service loads entered. Load Factors will be applied for calculations. 1.019 1 ' Maximum Shear Stress Ratio 125x 0 Section used for this span 1,913.85 psi fv : Actual 1,877.44 psi Fv : Allowable +D+S+H Load Combination 0.000ft Location of maximum on span Span # 2 Span # where maximum occ rs n Ratio = 65i 0.0 5 in Ratio = 10061 0.418 in Ratio = 438 -0.054 in Ratio = 6490 Load Combination is #1 Desien N.G. 0.463 : 1 5.125x30 141.00 psi 304.75 psi +D+S+H 5.178 ft # 1 Description : (e) beam Vertical Reactions Load Cornbination Support 1 Support 2 Support 3 Overall M(Nimum ..T 6.733 1.004 +D+H 11.222 1.674 +D+1_+H 11.222 1.674 +D+Lr+H 11.222 1.674 +D+S+H 35.041 5.145 +D+0.750Lr+0.750L+H 11.222 1.674 +D+0.750L+0.750S+H 29.086 4.277 +D+0.60W+H 11.222 1.674 +D+0.70E+H 11.222 1.674 +D+0.750Lr+0.750L+0.450W+H 11.222 1.674 +D+0.750L+0.750S+0.450W+H 29.086 4.277 +D+0.750L+0.750S+0.525E+H 29.086 4.277 +0.60D-43 60W+0.60H 6.733 1.004 +0.60D+0.70E+0.60H 6.733 1.004 D Only 11.222 1.674 Lr Only L Only S Only 23.819 3.471 W Only E Only H Only Support notation : Far left is #1 File = C:IPROGRA-11ENERCA.-2 ENERCALC):INC.,1983-2014, Build16:14.8.25, Ver:6.14.8.25 • Licensee < d.s..Qpgit eying pc: Values in KIPS 1 o .j./ mapquest Latitude/Longitude Finder To locate a IaUlorg coordinate, enter a starting address, STREET 4445 S. I34th Place CITY STATE ZIP Tukwila WA 98168 COUNTRY United States Cisa' in j Create Arcour t Contact J. U1KIt ..iar' euslt _...> Soluiorts ,'Pis °:+: ":;oi: Resources , NOTE. Drag the POI or click on the map to update marker location and latitude/longitude. Quality refers to the Gex;,.e Quo!'tr LATITUDE. 47.484746, LONGITUDE. -122.276778, ouALrrv: L1W .S1 Platform & Technologies Quick Sart for Developers Quick Start for Easy Mapping Tools Licensed Data APIs Open Data APIs POss E.11:.err h\TJLQ..Q. a:t SATELLITE Tdi .Some deco Ttatiror 7Lrn,5- Get MapQuest AppKeyy, Related Distame C.347,.. . Quick Start . =pp•rg Toos Contact Us Popular Products Support Products Fallow MapQuest MapCuesl Plugins for Leaflet licensing MapOuest.com MapQuest Developer ebg JavaScript Maps API Developer Forums Mobile Products MapQuest Blog Flash Maps API Con'act Us Route Planner Mapouest on Facebook Geocorfing API Web Service FAQ Gas Prices MspOuesl on Tauter Directions API Web Service Join our Mailing Ust 701,1 Mapauesl, Inc. All rights reserved. Privacy Policy l Terms o&UJse Site Map 'Help ablUSGS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.48475°N, 122.27678°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III maocipevt I 00511111 50111 ' USGS-Provided Output Ss = 1.494 g Si = 0.560 g t'Z'A kt. \'‘SeaTai . SMl SMS = 1.494 g = 0.840 g • Tukwila Q .East Rento HigItlands ittenton`- • 6-4 ff?, 02014 r Sos = 0.996 g Sol = 0.560 g 0111aptkuest For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please retum to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.95 1.50 1.35 1.20 1.05 c 0.30 t 0.75 cn O. GO 0.45 0.20 0.15 0.00 0.00 0.20 1 0.40 0.60 0190 I t 1.00 1.20 1.40 Period, T (sec) t I 1.60 1.90 2.00 1.10 T 1.00 0 00 'IGO 0.70 12% 0.60 •-• 0.50 0.40 0.'30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 Period. T (sec) 1.40 1.60 1.90 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Lateral Analysis: Trane Y4C : Model: WT.= 532 # Seismic Design: Fp = {(0.4 a Sos )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.50 Wp = 279 Ib. FPMAX = 1.6 Sips Ip Wp = 1.59 Wp (Equation 13.3-2) FPM,N = 0.3 Sps Ip Wp = 0.30 Wp (Equation 13.3-3) From: a, = 2.5 Sos = 0.996 Rp = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) I,= 1.0 per ASCE 7-10 Section 13.1.3 W, = 560.0 Ib. Mean Roof Height (h): 30.0 ft. Comp. Attachment Height (z): 30.0 ft. Ground Motion: SMS = Fa*Ss = 1.494 SM1 = F„*Si = 0.840 Sos = (2/3)*SMS = 0.996 SMi = (2/3)*SM, = 0.560 Mech Unit: W = D= H= Weight = 0.7 Fp = Check Overturning (ASD) : (Eq. 16-16) T1 = C1 = 0.7Fp* (H/2) / 43" = (IEq. 16-16) T2 = C2 = 0.7Fp* (H/2) / 68.5" = (Eq. 16-16) Res = (0.6-0.2Sosx0.7)x(Wp/2) = 44.250 in. 69.875 in. (D>W) 36.250 in. 560.00 lb.( Unit Weight + Misc) 195 Ib. 82 Ib.---> No Uplift 52 Ib.---> No Uplift 129 Ib. (IBC 2012 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 30 ft (Max. Height) Pnet = 0.00256(K) (Kzt) (Chet) V2 = 21.68 psf > 16 psf. : Eq. 16-35 KZ = 0.70 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Kn = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Cnet = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A (ASD) : Fh = 0.6x(Pne) (Af) = 229 Ib. (Max.) Check Overturning (ASD) : (Eq. 16-15) T1 = C1 = 0.6x[Wind Load*W*H*[(H)/2] / 68.5" = 38 Ib.---> No Uplift (Eq. 16-15) T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2] / 43" = 96 Ib.---> No Uplift (Eq. 16-15) Res = 0.6x(Unit Weight /2) = 168 Ib. (IBC 2012 Section 1605.3.1 Basic Combinations Equations) tr-t-03R r colz tpiiitttI i4N111Jr1t`. BUGLE HEAD - SELF DRILLING For drywall attachment (0 melon studs ono io:5t5 Also used for attaching cobinets throw?, gypsum board and insulation boars. Melol Inickness - 20. 18 15 and 14 gauge BUGLE HEAD For drywall attachment to metal studs one joists. Also used for attaching cabinets through gypsum board or,d insulation board Metal thickness - 25 and 20 gouge. WAFER HEAD - SELF DRILLING For metal to melol Iroming connections when drywall, plywood and other similar wall materials are used an mats! studs and joists. Metoi Inickness - 20. 18. 16 and I4 gouge. WAFER HEAD For metal to metal framing connections when crywalt, plywood ond other similar wall materials are used on rretol stuns and joists. Metal thickness - 25 and 20 gouge. HEX HEAD - SELF DRILLING For attaching steel deck, backup plates. door frames, !others channel to metal framing and structural connections Metal thickness - 20. 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING For ollocning steel deck, bockup plotes, door (tomes, lathers channel to metal framing and structural connections. Metal thickness - 18. 16 and 14 gouge. Screw Size Section Gouge No. 12 (d=0.209") No 10 (d=0.183") No. 8 (d=C.161-) No. 6 (d=0.135') Sheor Pullout shear Pullout Sheor Pullout Shear Pullout 25 20 18 16 14 74 185 Z76 387 548 50 92 120 (51 190 69 44 173 8: 258 105 ' 363 132 513 166 65 163 242 341 N/A 39 71 93 116 N/A _ 60 149 222 N/A N/A 32 60 78 N/A N/A Min. Edge Dist. And 0.C. Spacing 1 t/16" 9/16' 1/2. 1/2" Notes: 1. Al, volues based on connected parts having 0 minimum yield st.ess. Fy=33 ksi and a minimum ultimate stress. Fu=45 ksi. 2. When connecting materials of different gouge thickness, use loads shown for the tighter gouge. 3. Applied shear loads moy be multiplied by".n�; ,_ r wind or earthquake loods per AISI A4.4. -- 4, For screws in tension, the head of the screw, or washer if provided. sholl hove a minimum diameter of 5/116 inch. Lateral Analysis: Trane Y4C : Model: WT. = 532 # Seismic Design: F, = {(0.4 ap Sos )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.50 Wp = 324 Ib. FF MAX = 1.6 SD$ Ip Wp = 1.59 Wp (Equation 13.3-2) FoM,N = 0.3 S IpWp = 0.30 Wp (Equation 13.3-3) From: ap = 2.5 Sos = 0.996 Rp = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) IF= 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 30.0 ft. Comp. Attachment Height (z): 30.0 ft. Ground Motion: Srns = Fa*Ss = 1.494 SM1 = Fv*Si = 0.840 Sps = (2/3)*SMs = 0.996 SM1 = (2/3)*SM1 = 0.560 Mech Unit: W = 44.250 in. D = 69.875 in. (D>W) H = 36.250 in. + 14" Max. Curb Weight = 650.00 Ib.( Unit Weight + Misc) 0.7 Fp = 227 Ib. Check Overturning (ASD) : (Eq. 16-16) (IEq. 16-16) (Eq. 16-16) T1 = C1 = 0.7Fp* (H/2+14") / 43" = T2 = C2 = 0.7Fp* (H/2+14") / 68.5" = Res = (0.6-0.2Spsx0.7)x(Wp/2) = WP = 650.0 Ib. 169 Ib.---> Uplift 106 Ib.---> No Uplift 150 Ib. (IBC 2012 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 30 ft (Max. Height) Pnet = 0.00256(KZ) (Kn) (Cne) V2 = (kr- 21.68 psf > 16 psf. : Eq. 16-35 KZ = 0.70 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Kz. = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Cnei = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A (ASD) : Fh = 0.6X(Pne) (A) Check Overturning (ASD) : (IEq. 16-15) T1 = C1 = 0.6x[Wind Load*W*[(H+14")2 / 2] / 68.5" = 74 Ib.---> No Uplift (Eq. 16-15) T2 = C2 = 0.6x[Wind Load*D*[(H+14)2 / 2] / 43" = 185 Ib.---> No Uplift (Eq. 16-15) Res = 0.6x(Unit Weight /2) 95 (IBC 2012 Section 1 .3.1 Basic Combi ns Equations) e*,6 t J-714;11 6% 14t SUE t) , - 317 Ib. (Max.) < D 0k.--- C., � \k` ) �tN cltb 4 1 DOWEL-7 PE FASTENERS O O Table 11M WOOD SCREWS: Reference Lateral Design Values (Z) for Single Shear (two member) Connections1,2r3 with ASTM A 653, Grade 33 steel side plate U I 3 E (( Y N V u. Z N O E• g6 O n o ydJJJ N N rh dt c C i- in iG 3 m N -- O ' C O t7Y i to C O ... .. :70 Ibs Ibs I Ibs Ibs '' 0 Q' S S. d' N G C^O _ U' 2 i CO cn 0 ° 0w (r)33 ' O OZ Ibs Ibs ` Ibs ibs Ibs Ib5 0.036 (20 gage) 0 138 0.151 0.164 6 7 8 89 99 113 76 70 84 78 97 89 69 76 87 66 62 { 60 72 68 ( 67 83 78 77 54 60 69 53 59 67 52 57 66 0.048 (18 gage) • .0.138 .;'.Qe.15,1.;:7 ': C.164' :.„8 . 8 90 _ 100 114 ' 77 85. . 98 71 79 AO 70 77 89 67 74 84 1 63 I 61 69 88 79 78 55. - 61, . 70 54 80 68' -.'' 53 58 ' '. 87 • 0 060 (16 gage) 0.138 0.151 0 164 0.177 0,190 6 7 6 9 10 92 101 116 136 146 79 87 100 116 125 81 92 107 116 72 79 90 j 105 114 } 68 75 86 100 108 64 71 81 1 94 102 53 70 79 93 100 57 63 71 83 90 56 61 70 . .82., ., , , 88;`:':' 54 60 66 .(. 79 ,..., • - :...-...68.:,-;' 0.075 (14 gage) 0.138 0.151 0.164 0.177 0.199..10 0418;.12 0r242 6 7 8 9 •14 ' 95 105 119 139 •150 186. . 204:' 82 90 103 119 .128, '159 .175 76 84 95 110 119 147 162 75 82 93 108 117 145 158 71 78 89 103 111 1,38 151. 67 74 84 97 105 130 •" 142 : 66 ' 72 82 95 103 127 ' 1;39 59 65 74 86 92 114 125, $8 64 73 84 91 1*2 t; 14.,a :': _ 'r57 ' . 62 71 82 88 109 r x • #P4':.1:} 0 105 02 gage) 0.13E 0 151 0164 0.177 0.190 '0.216 0.242 6 7 8 9 10 12 14 ! 104 114 129 148 160 198' 213 90 99 111 128 138 168 183 84 92 103 119 128 156 170 82 90 102 116 125 153 157 79 86 97 111 120 146 159 74 81 92 105 113 138 150 73 80 90 103 111 135 147 66 72 81 93 100 122 132 65 71 80 91 98 120' 130 63 69 77 ''89 '. 96 "' 116.'•'- 126 0 120 (11 gage) 0 138 0.151 0,1,8.4 015P t186 0.216 0 242 6 ! 7 8 .,5 . (0 12 14 • 110 120 135* 154.. 16fi:`' 202 219 95 104 117 , 133 . 144 174 189 89 97 109 124 133 162 175 87 95 107 121 131" 159 172 83 91 102 118. .. 125 152 164 79 .. 66 98 110.. 118 143 155 77 84 94 107 116 140 152 r 70 76 65 97 .104` . - 126 137 68 75 84 3 'I u 1d3 E' 124 134 67 73 82 , > j0a., 121 131 0 134 (10 gage) 0.138 0.151 0.164 0.177 0 190 0.216 0 242 6 7 8 9 10 12 14 116 126 141 160 173 209 226 100 110 122 139 149 180 195 93 102 114 129 139 167 181 92 100 112 127 136 164 177 I r 88 96 107 1 121 130 157 169 83 91 101 114 123 148 160 81 89 99 112 121 145 157 73 80 89 . 101 109 131 141 72 79 88 ' 100 107 129 139 70 77 ': 86 . .: 97 • 104 126 135 0.179 (7 gage) Q 138 0151.'.7: 0.184' 0.177 0 190 0.216 0.,242 .- 8 8... 9 10 12 14 126 , . .139 160' 184 , 198 234 251 , .1.07 1;1$', ' :138 160 172 203 217 . 99 109 . _ 126 - 148 159 189 202 97 . . 1:07 ' 123 145 I 156 186 198 .82 102' 117 138 149 178 190 88. ..• 95 .', 110108 129 140 168 179 84. 93 127 137 165 176 78 64 .t 96 113 122 149 159 74 92 85 ;.. 111 120 146 158 . ' 72 ``.. 86 . . 92 ;' 108 117 143 152 0.239 (3 gage) 0.138 0.151 0 164 0 177 0 190 0.218 0.242 8. 7 8 9 10 12 14 126 ' 139 160 188 204 256 283'. .107 118 ' 136 160 173 218 241 99 109 126 148 159 201 222 97 107 123 145 156 197 217 92 102 117 138 149 187 207 86 95 110 129 140 176 194 84 93 108 127 137 .172 190 76 84 .. 96 113 122 154 ' 170 .'-1 74 82 •:, 95 111 120 151 ' 1,87. •,-°' 72 80 92 108 117 .147::t , 'f82.t:; . Tabulated lateral design values IZ) shall he multiplied by all apphiahlc adjustment !actors (hee Table 10 l 11. 2. Tabulated lateral design values (Z) are for rolled thread wood crews (see Appends LI uuerteU m sick grain with .crew axis perpendicular to woad Ethers: minimum screw penetraliun. p. into the main member equal to 1 OD. dowel bearing .Irength ! 1',1 uI (0.850 0,1 for ASTM A 653. Grade }) steel and aircu holding yield strengths (p )' F., = 100.000 psi for 0009" < D 5 0 142 F,, = 9O.0(1) p., 1„1 0 142' c D < (1 177-. F„ = tin) (XX pa ':or () I'7" < D <_ (1 216'. =70.(XX)palnr(1.21(1"<h50273 1 When (1f) < p < !(ID, tabulated Iaie;,l design \ alai. 1 / 1 .hall he t11u11'p Itl 117..12.(1l)l) AMERICAN WOOD COUNCIL DOWE'i TYPE FASTENERS Table 11.20 Cut Thread or Rolled Thread Wood Screw Reference Withdrawal Design Values, Wl Tabulated withdrawal design values, W, are in pounds per inch of thread penetration into side grain of wood member (see 11.2.2.1). Specific Gravity, 6 G2 f0.73 209 MO 0.68 181 [a; amF 0.58 132 0.51 102 0.49 0.46 0.43 0.41 0.39 0.37 7 229 199 144 1l2 94 103 83 91 rgitialk 73 79 tut'. 66 72 r 249 Wood Screw Number 9 f 10 12 I- 14 268 216 233 157 169 ,��}}121 131 141 IT iYt �s sl'. eb 112 121 3kl'ir' 99 107 86 93 78 85 91 71 77 82 14471), �a.•r 64 69 74 66 �{{ 327 367 284 318 207 11*01 160 4.; 147 N4h ,Till ��0 i 93 1 P :d P`!" 84 75 16 18 20 24 1 i 406 352 256 198 183 161 141 116 128 141 105 116 127 94 387 421 489 281 217 201 446 485 564 153 114 125 356 178 161 145 84 93 102 111 130 Tabulated withdrawal design values, W, for wood screw connections shall be multiplied by all applicable adjustment facto s (see Table 0.3.1). 2. Specifc gravity, G, shall be determined in accordance ss th Table 113.3A AMERICAN WOOD COUNCIL �7 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0173 DATE: 09/04/14 PROJECT NAME: FOSTORIA PARK ASSOCIATION SITE ADDRESS: 4445 S 134 PL X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: S A w c Building Division Public Works n O(\)/4` ct cH9re Prevention Ili Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/09/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 10/07/14 Approved with Conditions NI — Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ BUILDING OFFICIAL APPROVAL FOR ISSUANCE L/SIGN DATE 12/18/2013 HERMANSON COMPANY LLP Page 1 of 3 41111114 Washington State Department of Labor & Industries HERMANSON COMPANY LLP Owner or tradesperson NICOLAISEN, KNUT H Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA98032-2945 206-575-9700 KING County Business type Limited Liability Partnership License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HERMACLOO5BJ Effective — expiration 01 /11 /2000— 08/25/2016 Bond WESTERN SURETY CO Bond account no. 929381801 $12,000.00 Received by L&I Effective date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 09/24/2014