Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6439 - Shamrock Center - Building #C - Mezzanine
1.; 5Af'ARCK C ENT�� gcoa 13 (Pq C ..., • , . III - N 0: Shamrock Association year 1988 [PHONE 292 -1160 FIRE PROTECTION: ®Sprinklers ADDRESS 616 First Avenue, Suite 600, Seattle, WA ZONING: ZIP 98104 CONTRACTOR Holaday Parks BAR/LAND USE CONDITIONS? Q Yes © No ONDIT S (otherr an those noted on or attachod to permit/plans) PHONE 292 - 1160 ADDRESS 4650 South 134th Place, Tukwila, WA 213 98188 WA. ST. CONTRACTOR'S LICENSE # HOLADPI379NO EXP. DATE 1 - 31 - 91 ARCHITECT N -- ") BUILDING OFFICIAL DATE: ` � . - 7: - , / PHONE ADDRESS ZIP ..., • , . III - N 0: Di • year 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ®Sprinklers Q Detectors Q N/A UTILITY PERMITS REQUIRED? 0 Yes 0 No i p bilo w a ZONING: BAR/LAND USE CONDITIONS? Q Yes © No ONDIT S (otherr an those noted on or attachod to permit/plans) op' APPRO di j • ` ISSUANCE BY: / /Alf/ ' , &/ N -- ") BUILDING OFFICIAL DATE: ` � . - 7: - , / ;ITV OF TUKWILA )ept. of Community Development - Building Division 300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SIGNATURE: PRINT NAME: LA 2/ • r t T'1 t; OCCUPANCY NO. BUILDI!'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESC�tPTiaN . BUILDING PERMIT.FEE. AMO NT PLAN CHECK FEE FEES BUILDING SURCHARGE TOTAL PLAN CHECK NO.: 91 -012 S� 1G A • 0 R . ` - 4650 S 134 P1 5 252.00 PROJECT NAME/TENANT Shamrock Center Bldg C ASSESS9 A egml �g1 8 -88 8 TYPE OF (_..J New Building U Addition U Tenant Improvement (commercial) (. Demolition (building) LJ Grading/Fill WORK: Q Rack Storage 0 Reivof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct steel mezzanine for storage. I hereby certtfy that I have read and examined this permit and know the same to be true and correct. All provisions of Iav 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 e pert() ance of work. I am authorized to sign for and obtain this building permit. DATE: �( 0 -! g COMPANY: (4 u o 9i4,2 -10 Thts,perm t'shalt ecarrifini It Inc► vaid.if;the work ! nai commenced within.;180 days frog fssuance, • a if the work;ia su pended or abandoned fora period of ;180 days fmM the las CERTIFICATE OF l DATE ISSUE : t"1 - - ----- -- PERMIT NO. CONTACTED ! L_._ a ATE READY DATE NOTIFIED C (inaQ PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (snit.) AMOUNT OWING PLAN CHECK NUMBER .............. PARTM BUILDING - initial review g FIRE 0 PLANNING O PUBLIC WORKS O OTHER INIT: BUILDING - 2 - �-� 1 � --� final review INIT : IC�� SPR REVIEW COMPLETED INIT: INIT: G - 28`t( ROUTED INIT: C— BUILDINGI PERMIT APPLICATION TRACKING INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be tilled out by Plan Checker) SQUARE SQUARE OCC. SQUAFE SQUARE OCC. TOTAL. TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. CONSUL ANT: FIRE PROTECTION: FIRE DEPT. LETTER DA ZONING: REFERENCE FILE NOS.: �UIREMENTS :::. ......::.................... Date Sent - MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: CONSTRUCTION: Yes Ill Date Approved - Sprinklers Detectors (l N/A INSPECTOR: 5/3 IBARIAND USE CONDITIONS? E BC DITIO (year): fYes ) No CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FiLLED OUT. COMPLETELY SITE ADDRESS PROJECT NAME/TENANT Shamrock TYPE OF WORK: O Rack Storage O DESCRIBE WORK TO BE DONE: Steel Mezzanine for storage BUILDING USE (office, warehouse, etc.) Sheet Metal Fabrication Shop NATURE OF BUSINESS: Sheet Metal Fabrication tit WILL THERE BE A CHANGE IN USE? SQUARE FOOTAGE - Building: 24,000 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Shamrock Association ADDRESS 616 1st Avenue #600/Seattle, WA CONTRACTOR ADDRESS ASSESSOR ACCOUNT # C / Holaday Parks, Inc. fG / 6;0 CCq.5 44 / ( o (oO -&99 O New Building U Tenant Remodel (re Improvement sidential) O (commercial) Other• 0 Demolition (building) ADDRESS WA. ST. CONTRACTOR'S LICENSE # \ 0 LN-- ARCHITECT �t~t BUILDING OWNER OR AUTHORIZED AGENT Center Bldg. U Addition O Reroof CONTACT PERSON DATE APPLICATION ACCEPTED c_ C 11 SUITE # (os 0 J i : -M P1 No ■ Yes IF YES, EXPLAIN: Tenant Space; . ft. Area of Construction: ao br31(1(16 (;avks [ /Tukwila, WA Li 50 5 131.1 0 ZIP 98188 SIGNATURE Bonny K. O'Connor PRINT NA E _ onny ICc O'onnor ADDRESS 616 1st Avenue #600 BUILDIk3 PERMIT APPLICATION PLAN!CHE • K:EE! UiLDING.YSURCHARGE .'.1 Wham, giw, g ' tilt iM 0 .T DESC IIpT10N <:: »: :TOTAL 5i N) VALUE OF CONSTRUCTION - $ 5252.00 PHONE 292 - 1160 (PHONE 292 - 1160 EXP. DATE 1 _ q ) PHONE DATE APPLICATION EXPIRES DATE r / 9 ZIP 98104 ZIP PHONE 29- 1160 PHONE 292 - 1160 CITY /ZIPSeattle, WA 98104 APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current lee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. COMMERCIAL NEW COMMERCIAL: BUILDINGSMODITIONS::: Completed building permit applicationlone EJ.A Account Numbor Two sets (2) :of the foliowing ::•: Soh report stamped by a Washington State 1.1.0e0 EJ Topographical : survey , Energy calculations stamped by a WaablailtailiSbliaP400 engineer or architect . • . . . . Legal description ::: • . ;::: Working drawings, stamped by a Washington stale Hcensad architect, which include: , : • IthOchocjOit...fOe.i0O0O 'submittal reciolrements;::::: RACK STORAGE E Completed hulicling permit applicatlon •••••• . • " • •••••• • •-•:::••::•••••"":": E :Assessor Twa •-:•••: : • • • • •:„ , •••••:•• • •,• •••:. • ••:••••• • (2) seta of 'plane; which indudo floor plan . • Entlrespace :W.hettitacicsWil :. of a.11,..01..slf. .• oxits;:•• :.• • • NOTE • do : •dimerir4d001 andflt is .. . :StiitaturOl•colculatiOns stamOod:bt ,•:Stigineer (rackstorage IP: and ovot RESIDENTIAL -------- • • • • • *Site plan : • Architectural drawings • Structural drawings .• • • Mechanical drawings • • • Elevations • • .• • Civil cirawings : ::: • ••••.". 1...ar!deCtipe. plan .. ••••::: • :••••••••":::• Completed utility permit appllcation (one for:or.ittre: .• Six (8) seta of civil drawings • Pian : •••• :::•••••• Building cross section 3trucairal framing' plirs •.• :',:••••.H.••••••••. • '••:•••-•: :•••••:,'•:••• wo State EnareY.OnCie data Completed 0 0 1 0. PorlalaPPIkat ......., SUBMITTAL CHECKLIST ••••• • • :•••• ••• '"• ••• • • •'• "" •• • • :••• .'••••• . Completed building " • " • • "" • • •• TOra.ipts(2):0:Woricing pkin* • Fou ndaton plan hde �N1 Xbthv, sho*V ••• .•.•...•.:.... .. OMM ER1AL ... Completed b • • 0:4 11,;(0PGIOIH:0601.'ittiOitii,........,. 0 or nt Numb. Two (2) sets *1 consbiotJon plan whtch lflCIud. . .„. • • , • ::usa af .9ren ..e4ch s • th • • demo' ••••• • . .:• . 7.6y •. v,„ . ..• • • • •straCt.iti"alculati • . . • . .. p ons • ••• " 10t0.4 Oneforsach•sauChaej 1.•■••.• Aatenorljeltilit " ''.104." :( .:: . :•..,.:.; ....*Aitopliko.: . .:Fa0400100:: . 4 FtoorpIw :.:,.:. I laii:::::::::. ..' l. ' s ' '''• ' . ' ....:'Buildng Wiationk(a4„,,,,, , ' croSs4Sec.401.,:•Ai....,4.... . • ...... . .::. "'::' ''''''■ Streeter* fran1 : ....,,.....,. ..... . .... . ......... .,. ... . .. • ••• , ..... ..... . , NOTi;:.1:letiy.eitiiit)■.4kle:kii40.ciene. 0#1....0*i•J'i ''••••••:: anrip 0.470;#4::::::::::::::i:::::::::.r. c,oiri;>* 00 . Six (6) sets 01 site . • . • • . ..• ........ •• • ist ite for pj a a :e frlai l ° uWlsy ...:••,.." MIth; Buildng site plan andu" ubmitai tookementtv. 14111,,%ari1PPIIc"ki, 1 : 1 „ d d c1 : 14 kiforroation may be fliq Uniatia, iVOTE: A ponni°64ficatjba !et siqu site contions t di. Ackitioraf ---w-1; so ,..:• • sliCteEk.: PROJECT: -411 /Mrtragrilli l. PERMIT NO. 6 4 SITE ADDRESS: AMIlliri ace, DATE CALLED: - - 9 / TYPE OF INSPECTION: j-ixt. •A MIMI DATE WANTED: - - 41 •.ffl . dl• 11 SPECIAL INSTRUCTIONS: V REQUESTER: jpgraii- issw PHONE NO.: / / INSPECTION RESULTS/COMMENTS dill -----__ , =NM .4... INSPECTOR: imriew . ,.s ,./., 4t DATE: -- ?9 - 9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Authorized Signature f City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Sprinklers: Fire Alarm: .' Hood & Duct: .fir Halon: /6 Monitor: 1 - t v Pre -Fire: ,'rj;' Permits: Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 5 Address r "e . S` r /p/AL Retain current inspection schedule Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No. 9/ ' Permit No. 1;2' Suite # .r : l Date CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -012: Shamrock Center Bldg C 4650 S 134 P1 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME 0 THE APPROVED M PLANS UNDER TUKWILA BUILDING PERMIT NUMBER r ! • 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All permits, inspection records, and approved plang shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All high - strength bolting to be special inspected (Sec. 306, UBC). 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). Shamrock Center Bldg C Page Validity of Permit.. The issuance of a permit or approval of plans, specifications and computations shall, not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any ., other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X'° REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing ' 431-3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 - 9 Suspended Ceiling 431 -3670 , 10 Wail Board Fastening 431 -3670 X 11 Anchor Bolts 431 - 3670 • 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBUC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 4650 S 134 P1 tlUILU1Nla Fathom INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: DATE ISSUED: PROJECT: Shamrock Center Bldg C BUILDING PERMIT NO. C Q"1 59 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and tire stopping is In place. S. INSULATION - Atter framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type (Ian often eliminate problems, delays and misunderstandings as the project progresses. NJ 14 PLAN REVIEW COMMENTS' PLAN CHECK # 914 Ora. c. PROJECT SN A 1 M2Octt Ci4-cet c L REQUIRED INSPECTIONS No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall bo obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). ter Electrical permit shall be obtained through the Washington State Divielon of Labor and industries and all electrical work will be Inspected by that agency (277.7272). O All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special Inspection Is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Coples of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the protect being Inspected. 0 All structural concrete to be special Inspected (Sao. 306, UBC). ( All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). All high-strength bolting to be epeclal inspected (Sec. 306, UBC). 0 Any now coiling grid and light fixture installation le required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition wails attached to calling grid must be laterally braced if over eight (8) feet In length. Readily accessible access to root mounted equipment le required. Engineoreed trues drawings and calculatlone shall be on site and available to the building Inspector tor inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed Insulations backing material to have Flame Spread Rating of 25 or lose, and material shall bear identification showing the fire performance rating thereof. 0 Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the Bolls report prior to final Inepectlon (see attached procedure). 0 A statement from the roofing contractor verifying fire ratardanoy of roof will be required prior to final inspection (eee attached procedure). All construction to be done In conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition), All food preparation establishments muet have King County Heath Department sign -ot prior to opening or doing any food procoeeing. Arrangements for final Health Department inspection should be made by calling King County Heath Department, 298.4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, It le the contractor's responelbility to have a sot of plane approved by that agency on the job Bite. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for Inspection at the factory. O Notify tho City of Tukwila Building Divielon prior to placing any concrete. This procedure Is in addition to any requirements for special Inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. 0 All structural maeonry shall be special Inspected per U.B.C. Section 308 (a) 7. '`C:Je''' Validity of Permit. The Issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provlelons of this code shall be valid, 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 1 5 Roof Sheathing Nailing 6 Masonry Chimney X . 7 Framing A Insulation 9 Suspended Ceiling 10 Wall Board Fastening 2< 11 A c k 3ot.'t5 12 13 X 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN REVIEW COMMENTS' PLAN CHECK # 914 Ora. c. PROJECT SN A 1 M2Octt Ci4-cet c L REQUIRED INSPECTIONS No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall bo obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). ter Electrical permit shall be obtained through the Washington State Divielon of Labor and industries and all electrical work will be Inspected by that agency (277.7272). O All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special Inspection Is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Coples of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the protect being Inspected. 0 All structural concrete to be special Inspected (Sao. 306, UBC). ( All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). All high-strength bolting to be epeclal inspected (Sec. 306, UBC). 0 Any now coiling grid and light fixture installation le required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition wails attached to calling grid must be laterally braced if over eight (8) feet In length. Readily accessible access to root mounted equipment le required. Engineoreed trues drawings and calculatlone shall be on site and available to the building Inspector tor inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed Insulations backing material to have Flame Spread Rating of 25 or lose, and material shall bear identification showing the fire performance rating thereof. 0 Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the Bolls report prior to final Inepectlon (see attached procedure). 0 A statement from the roofing contractor verifying fire ratardanoy of roof will be required prior to final inspection (eee attached procedure). All construction to be done In conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition), All food preparation establishments muet have King County Heath Department sign -ot prior to opening or doing any food procoeeing. Arrangements for final Health Department inspection should be made by calling King County Heath Department, 298.4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, It le the contractor's responelbility to have a sot of plane approved by that agency on the job Bite. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for Inspection at the factory. O Notify tho City of Tukwila Building Divielon prior to placing any concrete. This procedure Is in addition to any requirements for special Inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. 0 All structural maeonry shall be special Inspected per U.B.C. Section 308 (a) 7. '`C:Je''' Validity of Permit. The Issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provlelons of this code shall be valid, CLIENT: INDUSTRIAL STRUCTURES INC PROJECT: HOLIDAY PARK TUKWILA, WA DATE: DECEMBER, 1990 ITEM Design Data Deck Joists Frames Lateral Base PL's / Ftgs. Handrails Stairs J A M E S T . P E L L O N Structural Engineer 26665 Seagull Way A105 Malibu, Ca 90265 STRUCTURAL CALCULATIONS INDEX f RECEIVED CITY OF TUKWILA JAN 9 l9:r'i PERMIT CENTER SHEET 1 2 3 4 - 11 4 - 11 12 13 - 14 15 w DESIGN DATA CODES AND SPECIFICATIONS 1. Uniform Building Code, 1988 Edition 2 . American Iron and Steel Institute Specification for the Design of Cold- Formed Steel. Structural Members, 1986 Edition ▪ American Institute of Steel Construction Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings MATERIAL$ 1. Cold- Formed Structural Steel: ASTM A446 -76, GR.D Fy= 50ksi 2. Formed Steel Deck: ASTM A446 -76, Grade A or C, Fy= 33ksi Min. 3. Structural Steel Base Plates: ASTM. A36, Fy= 36ksi 4. Concrete: Slab - 3000 psi • Reinforcing Steel:GR. 60 . Design Soil Pressure:,n.a. ;DESIGN LOADS 1; Dead Load: 10 psf Live Load: . 125 psf STEEL DECK Span := 4.0.' max. ft / 20,000 3 /:ft USE 1.5" x 22 Ga. "B" Deck ASC Pacific 1030 #2757. Condition. w = D.L. +.L.L. = 4 + 125 = 129 psf. x Spacing +.125 ) x Spacing SAI: PLANE - Planar Frame and Truss Analysis Version 1,65 - 08/01/88 - C4.0 Copyright (C) 1986, Structural Analysis, Inc.. Indialantic, FL 32903 (407) 727 -1562 Input data filename: 10X20.DAT DATE: 12 -11 -1990 TIME: 21 :29 :19 PROJECT: HOLIDAY PARK - FRAME ANALYSIS * ** GENERAL DATA * ** Members: Joints : Load Cases: Load Combinations: Elasticity: 29000,0 ksi Structure; PLANE FRAME f ** JOINT DATA (feet) * ** JT X Y 1 .000 .000 2 18.400 . ,000 3 .000 2,660 4 18,400 2,660 5 .000 5.330 6 18,400 5.330 7 .000 8.000 8 9.200 8.000 9 18.400 8,000 * ** MEMBER DATA * ** MEM FM TO TY E AREA sg in. 1 1 3 1,8700 2 2 4 1.8700 3 3 5 1.8700 4 4 6 1.8700 5 5 7 1.8700 6 6 9 1.8700 7 7 8. 2.1100 8 8 9 2,1100 * ** LOAD CASE f1 * ** flit * **** * ** **** 4tltlf VH 11 1' 1 00 00 00 00 00 00 00 t ** *'MEMBER LOADS(UNIF -klf, CONC -kips) INERTIA E LENGTH in * *4 ksi feet 8.000 29000.0 2.660 8.000 29000.0 .2.660 15,400 29000.0 2.670 15.400 29000.0 2.670 26,490 29000.0 .2.670 26.490 29000,0 2,670 43.800 29000.0 9.200 43,800 29000.0 9.200 .gg,Sr /G' zo J' / 8. 1 f ' 21y `/: ,3 bt/ c (io f. /25) x 2© k- r� TYPE MEM LOAD ALPHA BEGIN END UNIF 7 .665 .00 .000 9.200 UNIF 8 .665 .00 .000 9.200 *********************** *** LOAD CASE f 2 *** *********************** *** JOINT LOADS *** JT. MOMENT PY PX kip-ft kips kips 7 .0000 ,000 .290 9 .0000 .000 .290 ************4************** *** LOAD COMBINATIONS *** **********************ii*** 1 : + •750(CASE 1) + ,750(CASE 2) JOINT # 1 LOAD ROTATION (rad) VERT (in) HORIZ (in) • CASE 1 .00563 .0000 .0000 CASE 2 . -.00341' .0000 .0000 COMB 1 .00222 0000 .0000 JOINT:# 2, LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00563 .0000 .0000 CASE 2 -.00341 .0000 .0000 COMB 1 -.00904 .0000 10000 JOINT f 3 LOAD ROTATION (rad) VERT (in) HORIZ (in) •CASE 1 .00243 -.0036 -.1457 CASE 2 -.00218 .0001 .1021 COMB 1 -.00034 -.0035 -.0435 JOINT # 4 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00243 0036 .1457 CASE 2 -.00278 -.0001 .1021 COMB 1 . 7.0037 .2478 *** JOINT DEFORMATIONS *** c JOINT # LOAD CASE 1 CASE 2 COMB 1 JOINT # LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00257 -.0072 .1524 CASE 2 -.00178 -.0003 .1769 COMB 1 .00079 - .0075 .3292 JOINT # LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00743 -.0108 ,0026 CASE 2 - .00081 .0004 .2194 COMB 1 - .00824 -.0104 .2220 JOINT # 8 LOAD CASE 1 CASE 2 COMB 1 JOINT # ROTATION (rad) VERT (in) HORIZ (in) - .00257 -.0072 -.1524 - .00118 .0003 .1169 -.00435 -.0069 .0245 ROTATION (rad) VERT (in) HORIZ (in) .00000 -.6908 .0000 .00040 .0000 ,2194 .00040 -.6908 .2194 LOAD CASE 1 CASE ..2 COMB 1 * ** MEMBER FORCES * ** MEMBER # MEMBER # ROTATION (rad) VERT (in) HORIZ (in) .00743 -.0108 - .0026 - .00081 -.0004 .2194 .00662 -.0113 ,2167 MOM - Negative when clockwise (or causing top tension @1/10 point analysis) SHR - Positive when acting in the positive Y- direction AXIAL - Positive when acting in the positive X- direction LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E- AXIAL .. (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 3,8709 - 1,4552 1.4552 6.1180 - 6.1180 CASE 2 .0000 .7714 .2900 -.2900 -.2522 ,2522 COMB 1 .0000 - 2.3246 -.8739 .8739 4.3994. -4.3994 LOAD S -MOM E-MOM S'-SHR E -SHR S -AXIAL > ,E- AXIAL, (kip -ft). (kip -ft) (kips) (kips) (kips) (kips) CASE 1 ,0000 3,8109 1,1552 44552 6.1180, 4.1180 'CASE 2 4)000' x7714 .2900:`; . -.2900 ,2522: ' -,2522 COMB . 1" .0000 .3,4817 1;3089 4,3089. 4.7776 4,7776: MEMBER # 3 c LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 3.8709 - 7,7563 - 1.4552 1.4552 6.1180 - 6.1180 CASE 2 -.7714 1.5457 ,2900 - .2900 -.2522 .2522 COMB 1 2.3246 - 4.6579 - .8739 .8739 4.3994 - 4.3994 MEMBER # LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 - 3.8709 7.7563 1.4552 - 1.4552 6.1180 - 6.1180 CASE 2 -.7714 1.5457 .2900 -.2900 ,2522 - ,2522 COMB 1 - 3.4817 6.9765 1.3089 - 1.3089 4,7776 -4.7776 MEMBER # LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E- AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 7.7563 - 11.6416 - 1.4552 1.4552 6.1180 - 6.1180 CASE 2 - 1,5457 2,3200 .2900 -.2900 -.2522 .2522 COMB 1 4.6579 - 6.9912 -.8739 .8739 4.3994 - 4.3994 MEMBER # LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 - 7.7563 11.6416 1.4552 - 1.4552 6.1180 - 6.1180 CASE 2 - 1.5457 2.3200 .2900 -.2900 .2522 -.2522 COMB 1 - 6.9765 10.4712 1,3089 - 1.3089 4.7776 - 4.7776 MEMBER # 7 LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 11.6416 16.5012 6.1180 .0000 1.4552 -1.4552 CASE 2 - 2.3200 .0000 -.2522 .2522 .0000 .0000 COMB 1 6.9912 .12.3759 4.3994 .1891 1.0914 - 1.0914 1/10 PT: 0.0 0.1 0,2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: - 11.64 4.29 -1.51 2,71 6.37 9.47 12.00 13.97 15.38 16.22 16.50 1 V: 6,12 5.51 4.89 4.28 3.67 3.06 2.45 1.84 1.22 '.61 .00 CASE M: 2.32 2.09 1,86 1.62 1.39 1.16 .93 .70 .46 .23 .00 2 V: -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 COMB M: -6.99 -3.15 .26 3.25 5.82 7.97 9.69 11.00 11,88 12.34 12.38 1 V: 4.40 3.94 3.48 3.02 2.56 2.11 1.65 1.19 .73 .27 -.19 MEMBER # 8 LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) .(kips) (kips) CASE ' 1 . . 16.5012 - 11.6416 , .0000 6.1180 ' . 1.4552 , - 1.4552 CASE 2 .0000 2;3200 -.2522 .2522 .0000 . ,0000 COMB 1 - 12.3759 - 10.4712 - ,1891 4.7776 1.0914 1.0914 1/10 PT: 0.0 0,1 0,2 0.3 0.4 0.5 0.6 0,7 0.8 0.9 1.0 CASE M: 16.50 16.22 15.38 13.97 12,00 ` 9,47 6,37 2.71 -1,51 6,29 :,' -11,64 1 V. , .00 . . -.61 1.22. 1,84 -2.45 -3,06 -3.67 -4.28 -4;89 -5.51 -6.12 CASE M: .00 -.23 -.46 -.70 -.93 -1.16 -1.39 -1.62 -1.86 -2.09 -2.32 2 V: -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 -.25 COMB M: 12,38 11.99 11,18 9.95 8.30 6.23 3.73 .82 -2.52 -6.29 -10.47 1 V: -.19 -.65 -1.11 -1,57 -2.02 -2.48 -2.94 -3.40 -3.86 -4.32 -4.78 * ** RESTRAINING FORCES AT SUPPORTS * ** JOINT # LOAD CASE 1 CASE 2 COMB 1 MOMENT (kip -ft) RY (kips) .000 6.118 .000 -.252 .000 4.399 RX (kips) 1.455 -.290 .874 Elapsed Tide: 0 tin JOINT 4 LOAD CASE 1. CASE 2 COMB 1 MOMENT (kip -ft) RY (kips). .000 6.118 .000 .252 .000 . 4.778 RX (kips) -1.455 -.290 - 1.309 FRAME GIRDER M (allow.) = Sx x Fb /12 Member properties: Sx M(allow.) 1. 20 x 4.5 x 10 ga. 19.57 in3 48.93. (R) w/ 10 ga x 3.5 in. reinf. 31.0 77.5 2. 16 x 3.5 x 10 ga. (R) w/ reinf. 3. 16 x 3.5 x 12 (R) w/ reinf. 4. 12 x 3.5 x 10 ga. (R) w/ reinf. 5. 12 x 3.5 x 12 ga. R w rein Fb = 30 ksi 13.58 20.5 9.72 15.2 9.33: 23.33 14.4 36.0 7.30 11.3 33.95. 51.25 24.3' 38.0 18.25 Member . -M +M Use Member # 'F ./`, 'k COLUMN h = 8' -0°. P = 6.1 kips M @.2/3 h = 7.7 ft -kips. Section Properties: 2 A = 1.87 in 5.48 in = 3.76 i Cm x fb = 24 ksi F'e = 57 ksi fa = P / A = 3.3 ksi fb = M x 12 / Sx = 16.9 ksi @ 2/3 h ( 1 - fa / F'e ) Fb .51 = .65 < = 11.6 ft -kips K = 2.0 K.1 / r = 51 Fb = 30 ksi Cm =.85 Use C12!' x 12 Ga. Tapered Col. MOMENT CONNECTION - GIRDER TO COLUMN 8 - 3 / 4 :" DIAM. A449 HIGH STRENGTH BOLTS CIRCULAR BOLT PATTERN Fv 18 Fp = 3 x 50 x V allow. = 8 M allow. 8 x Fv x Diam. / ( 2 x 12 ) 8 x 7.95 x diam. 2 GOVERNS 11.9 ft .kips ' 4.5" diam.` 22.5 `ft kips 8.5" diam. 30.5 ft kips .' 11.5" diam. ;) Per Bm.. = 43.7 ft kips 16.5" diam. Combined Loading V = 6.1 kips M= 11.6 ft -kips 6 1 / ( 63 .6` ) + 11.6 / . ( 22.5. ') 10 + .52.. _ 62 < 1.0 O: K. USE .8 3/4" diam..•H.S•. 6.5 'pattern ksi. .4418 ' 7.95 kips .75 x .0747. 8.4 kips x 7.95 63.6' kips 'per bm. 0/ - o )-o7 I- ✓va.=' /N/7 ' /`'3 71 /17W3* Av » ° .,2 s -yid iM ( ovi Y1 >/7/)L g Nom o v 0 )17 5- HANDRAIL Top Rail.. 42" High Load = 20 pif lateral Verticals @ 6' -0" o.c. Span = 6' -0" w = 20•plf • 2' • M.= w l 713 = .90:ft -lbs ='M x.12 / Fb = 90 x 12 / 30,000 3 _ .036 in < .1008 in O.K. 3 USE 1.5" 0.D. .065" THK. l 3 HANDRAIL POST BASE 5 7" Base Plate w/ 4 - 5/16" diam. bolts @ 4" o.c. M = 5040 in- lbs Bolts T = M / 2 x 4" = 630 lbs /bolt T allow. _ .0767 x 20,000 = 1534 lbs > 630 lbs O.K. Check Pull -out Through Deck 5/8" diam. washer C = .625 x 3.14 = 1.96" T= C x t x .4 x 30,000 t = .0299" 705 lbs > 630 lbs O.K. Plywood Compression Check C = T = 2 x 630 = 1260 lbs fc = 1260 x 2 / 1.5 x 7" = 240 psi O.K. Base Plate M = 1260 x 2.25" = 2835 in -lbs Sr = 2835 / 36,000 3 .079 in ( 6 x .079 / 7 /11 STAIRS Stringer Tread P, 300 #: or w ,_ 100 pif , l max = ( 8 *:20 x (' .31 / .10 M allow. 1/2 x 12 y = 77" Governs Sx eff. = 3.78 in = 3.78 `x 20. / 12 6.3 ft- kips 3. s i ZE 20 x 4!} x 10 • 19. 57 16 x 3'5 i< 10 x 12 15 x 4 x 10 x I.?. 13. 64 9. 84 14 x N 10 x; 12 12 x 3'J x• 10 R. 12 x 14 10 x 3 x 10 x '12 x 14 9 x 4 x 10 N 12 x 11, 8 x 3 x 10 x ,1`: x • 14 X 16 13. J8 13.61 9. • 9.7 9.33 7. 3C 4. 49 7. 27 Z. 73 3.76 G. 89 3. 47 4.86 3. 1:11'.`o 2. 79 2.05 )l COLD -1~ pRM£iD ETE1 ' �C'T ; XoN P307=E3�2T =E M RASED UPON :FORNULAF_ PART III FROM THE AISI COLD FORMED STEEL DESIGN )1ANUAL, VALUES RT , SECTION 2. 2..1.2 (SEPTEMBER 1900 EN FOR FFFECTIVF_ SECTION MODULUS, MOMENT E ) ALLOWABLE WED • SHEAR ' NT EN INERTIA, ALL LIPS STIFFENING LIPS�EOND, �LL05r,�DLE BENDING ALL BEND RADAII EOUAL A'- TO ONE INCH MOMENT TO 9/32•. GA S.,, Err 1>; (1Y1'3) (in ^4) Vn11 • (Kips) 108 .6.:1 77. 80 102. 30 73.. 80 98. 70 71.60 56. 00 4 3, 00 27. '30 36. 30 29, 70 19.80 31. 00 24. 5'0 . 17. 10 195. 70 10. 30 12. 9U 6. 07' 13. 80 6.' 14. 30,• 6. 70 1 7.30 8.11. 2. 95 19. 60 9.75 3. Ifi4 19. 60 10. 80 3. 94 Mr11 ( F$ - K1px). 48'. 93 33. 95 24. 30 34. 10 24.60 34. 03 2l+. 38 23.3 18. ?tS 11.23 18.18 14. 33 9. 17 22 8. 60 SECTION PROPERTIES FROM f ROGP AM "PROF' BASED UPON FORMULAE FROM THE AISI COLD FORMED STEEL DESIGN MANUAL. PART III, SECTION 2.2.1.2 (SEPTEMBER 19£0 ED.) VALUES GIVEN FOR EFFECTIVE SECTION MODULUS. MOMENT OF INERTIA, AND ALLOWABLE FIEND I NG MOMENT. ALL STIFFENING LIPS EOUAL TO 1. ". FRAME SIZES, ONLY ,A - PeAfrt, I x - Beam SIZE GA (ih•'2) (In"4) SINGLE FRAMES/ 20 x 4 -1/2 x '10 16 x 3 - 1/2 x 10 x 12 15 x 4 x 10 x 12 12 x 3-1/2 x 10 x 12 DOUBLE FRAMES! 20 x 4 -1/2 x 10 y 16 x 3 -1/2 x 10 x 12 15 x 4 x 10 x 12 12 x 3 -1/2 K 10 x 12 I A at 2/3 Column Height/ 4.05 3'. 24 3.24 2.53 10::`,. 60 77.80 102.30 73. 8.1 2. 70 56.00 2.11 43.60 6.10 6.46 5.06 6. 46 5.06 5. 40 4,22 :391.40 217.20 • 155.60 204.60 147. 60 112.00 67.60 A - Col (1n'.2) 195.70 3.37 2. 74 2. 15 2.79', 2.16 2.36 1.E7 6.74 219.43 5.48 4.3C 5.56 4. 3E 4.76 3.74 Ix - Col (in"'4) 109.73 59.7E 46. 31 56.62 44.57 33.54 26.49 119.51 92. 62 113.63 E. 13 67.09 52. 97 Ei14.ct I V4 D Pram* Size. L'G.* Q 2/3 Height A V D' 6x -eii ! D ! Deli ' 20.00 10 15.00 3.37 14.6,3 16.00 10 12.33 2.74 9.69 12 2. 15 •° 7.51 13..00 10 11.67 2.79 9.74 ,.1 2 2.18 7.64 12.00 10 9.67 2.3E 6.94 '12 1.87 5:46 /09.73 59.7E 46,31 5E. p2 44.57 33. 54 26.4 9. ANCHOR DIAMETER (Inches) MINIMUM INS MEAT ION TORQUE • (foo(.roundt) MINIMUM (MRIDMENT I1f.PtlI (Inchctl 310111 ACCA(OAM( cnncnttt„ /', = 2000 PSI /'. r3 3000 PSI 1'' r: 4000 PSI TENSION SII(00 1(115101( 511(An 1(115)011 SIIIAR With SP. NMI.' Without SP.Insp: With Sp.Insp. Wllhoul Sp.Insp. With Sp.Insp. Without 50.Insp.. ti 5 1 .1, 3'1 5 '180 170 240 075 055 425 (10) 215 305 705 1020 5.10 7011 270 • 380 740 10 }0 • 20 I it f, 40 2 !I 080 3.10 1305 (150 425 14(15 1075 540 1500 ^,it 70 2?i 955 481) 1950 1200 000 21(10 1 5(15 75)) 2205 II 125 :13 i 1350 075 2525 1700 1150 3025 2155 • 1 O :1275 Vs . 20(1 314 1000 050 4000 230(1 I105. 4375 301(0 • 15(1(1 4800 3 250 4 V: 2075 1340 5(175 3375 1090. 0275 42511 2125 7000 1 1000 5'/_ 5325 2005 1.1500 075(1 .3175 -4 12775 11500 4255 14700 ANCHOR DIAMETER (Inches) MRIIMUM INSTALLATION TOiIOUE (Fool4Poundu) MINIMUM EMUEDMONT DEPTH (Inches) LIOITWEICNrACOn(GAiE CONCI1OTE I ,..4000 psi (',. 6000 pat Tendon Shoal Ton8lon Sh.ar Shear With Sp. Insps Wllhoul Sp. Insp.' Wnh • Sp. insp.'' Without Sp. (nap.' v, 8 11/4 283 130 470 384) 180 510 SS 25 3 II' /a 430 213 833 56(1 • 280 93(1 4S 45 21/2 730 3155 3I511 890 445 1520 14 • 95 2 %. 1070 535 . 1980 1520 ' 781) 2820 Si 175 314 1610 8115 255(1 1980 . ,990 1(27(1 'A 250. 3" /4 1710 855 4090 2140 (070. 4450 ( 300 4'/: i 1970 985 4750 • 1450 1725 1 , . 6340 1'h 300 5'/A 1450 .1725 7805 • 4950 , 2475 10,050 BOLT DIAMETER (Incisor) AHCIIOR 0(AMOIEiI (tndwe) MINIMUM EMUEUMENT UEPTI4 (Inclwe) STO1iEAOOf1EOATSCO ?ICREle LICHTV/EI01ITACCfEGA1E 1,. 4500 psi r•,. 4000 pd • r 0000 psi Tsnilon 014400 Tsn,lon rill,! Sp. Ina ) p. p. $hoar,. T.nslon _ , _ $p, loop. 4 St " With Sp. Imp. Without $p. Insp.' " — Wllhoul Sp. ' p. )nep, """'yyllb ~ ~ �Wlthoul ) Sp. (nip. ' IS ' VI 'eS 1'4 i �� ► 114e 2 2'h 3%u 1o33' 1580 2140 38(0 4310 410 790 1(170 19(0 2160 490.. 990 1630, 25(0 349(1 430 580 840 • 1215 2170 215 r 290 120 (115 1(185 340 833 1480 2185 322(1 555 810 1320 '2100 342(1 275 4(1(1 8(0 I(0(3 1710 380 . 950 1750 25(X1 3710 '1 Page 6 oI 8 TABLE 00.V-110 11EAtI WEDGE AHC110f1 ALLOWABLE SHEAR ATIO 1ENSIOiN VALUES IN POUi(OS'' TABLE NO. Vi --RED HEAD MULTI -SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS' 2 Report No. 1 372 'the 1ahulated Alen and tensile values arc fnr and or% ;moiled In stunt Aggregate cooctete haul sg fist designated u1111 4M4 cnnquessive strong h M the time of )nstAllstinn, rlhe tabulated values Are (no anchors Installed a unit moon of 12 diameters on center and n minimumedgc distance of tl,. d(Mrleic,, lo, (101 ) olotH( nt c)1{cicncy. Spacing and edge distance may be reUuccd 10 sio•dlamelcr spacing And Ihree•diameter edge distance, pnrvWcd the values arc ncdueed 30 paten(. Linear imetpolation may be used for intermediate 'padre(.' and edge margin. 'These tension values arc .ppllcahte only when 1) 0 Anchors Inc iliuotled with Aper(nl insp ertiun as .set fun di in Sret(sul !(N, of Me rode. . 'These tendon vilucs ue Applicable when the anchors Are installed without apec(n' inspection As SCI (url), in Section 30(r of the code. 'The tnbu)Mcd .lent And tensile values ore fur archon htsinlle I to .Mono aggregate concrete baring the designated ultimate cu upreaaive strength at the time of installation. Values lure been tabulated for both ASThi A307 end A449 bolo installed w(Ut the device, rlhe tabulated values Arc for onehors instullcd o minimum of 12 diameters on center and a rubdown' edge distance 01 MA d( nole,A fm (301 percent nnehm r)9 3cncy. Spacing and edge distance may be reduced to siA•d(xnleter spacing And dtrce.disuteler edge distance, provided 1114 v4tues Art reduced 50 percent, Linear interpolation may he used fot (nteeinedlnte apaciops and edge margins. rihcse tension ra)uts alt Applicable only when the anehura Arc inua)ted with special inspccdtm at scl f in SccNUn .11K, pf the rode, ' tension values Arc app)(cuI le when the anchors arc installed withoul'petit) inspection a act (ooh in Seellnn 306 of the code. • 'If A449 bo11s ore used the Allowable tension value may he 0(0) pounds. Span Gamy: .._..,....__. 6'0" - -- -- 0'3 Uniform 6'6" Total (I)end 7'0 4' Live) (titan c/% 7'0" Load (Lbs./So. Support. 8'0 Ft.) ~ Inter.' 0'4" 0 u 0 4 Ltn, /F t. 10 0 24 50 - 54 40 41 36 .130 31 700 C9 0 0 Q', C') C') L7 L7 .107 .200 530 1250 22 N .233 72 800 G5 50 40 . 42 IG20 30 16 .4510 ,4.14 2540 Simple 20 00 77 70 50 40 42 33 30 Span 10 • 116 • 104 93 77 04 55 41 30 33 16 140 134 110 93 01 60 51 45 40 24 .. 83 • 70 70 01 53 46 43. 37 34 30 Two 72 103 05 00 76 66 50 53 44 41 35 Spans 20 130 120 111 J5 01 j GO 02 51 47 40 10 • 1 164 152 126 104 . 07 70 64 50 50 10 1(10 176 162 140 122 107 05 04 . 76 ' . 60 24 102 01 02 GO ` 57 . 40 . 44 37, 34 30 Three or 22 :' 125 112 100 02 `; G0 50 53 44 .. 4 1 35 more 20 140 133 .110 07 01 ' 08 . " 62' 51 47 40 Spans 18 ' 104 172 .. 154 120 104 "' (37 79 - 64 50 50 ,. 16 : ' 230 . , 220 ".. .202 : •175 145 ' .121 ": , '.102 ,. BO . ' 76 07 Type j .`roof deck • 24" or 30" cover width • Lengths to 45' • Gteater lo;ltl capacity Per (sound of steel • Standinf loksl:ant for iruttort•punching (30" pattern) • Nestable (overlap) seam (24" or 20%" pattern) • .Swaneti ends for smooth end lap (optioo;il) • Available without stilluninj rib Ior architectural applications • Galvanized and prime painted 'finishes available • Available with a finish coat: Section Properties (per foot of %vicItlt) r 'End Dearing: 1,5" — Intermediate Bearing. 1.5" (1) For end reactions or for concentrated loads on outer ends of cantilevers — 1,5" bearing, (2) For reactions of interior supports or for conCenirated loads located anywhere on the span — 1.5" bearing. TABLE 4 - •.VERTICAL LOADS FOR ASC TYPE D 1.1•:10 Available with inlurink (1I;indin0 sonm) or mudillull (ncslnhla) 11110 lap, I • G., r *f )-+- 2.3/0" _ i 13/.."-•-4 1 %Ir y � I V, {-�- 30" ►-1. 0.24 Availnblo with overtopping Inoslablc) sidle lap only, G l. �+ I 1-4.2.3181-- 1 %, Wcijht.Covered Area AIlowaldc Ileaction GoupO painted Galvanised 1 4 S 3 End' ~ Inter.' (Lbs. /Sn, F1.) ILbs, /Sq, Ft.l Iln 1 (In 1 Ltn, /F t. mediate Lbs, /Ft. 24 h N ,130 .130 260 700 22 .107 .200 530 1250 20 N .233 .2512 800 1050 10 .330 .340, IG20 3300 16 .4510 ,4.14 2540 5340 Type j .`roof deck • 24" or 30" cover width • Lengths to 45' • Gteater lo;ltl capacity Per (sound of steel • Standinf loksl:ant for iruttort•punching (30" pattern) • Nestable (overlap) seam (24" or 20%" pattern) • .Swaneti ends for smooth end lap (optioo;il) • Available without stilluninj rib Ior architectural applications • Galvanized and prime painted 'finishes available • Available with a finish coat: Section Properties (per foot of %vicItlt) r 'End Dearing: 1,5" — Intermediate Bearing. 1.5" (1) For end reactions or for concentrated loads on outer ends of cantilevers — 1,5" bearing, (2) For reactions of interior supports or for conCenirated loads located anywhere on the span — 1.5" bearing. TABLE 4 - •.VERTICAL LOADS FOR ASC TYPE D 1.1•:10 Available with inlurink (1I;indin0 sonm) or mudillull (ncslnhla) 11110 lap, I • G., r *f )-+- 2.3/0" _ i 13/.."-•-4 1 %Ir y � I V, {-�- 30" ►-1. 0.24 Availnblo with overtopping Inoslablc) sidle lap only, G l. �+ I 1-4.2.3181-- 1 %, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Fire Department Review Control Number 91 -012 (513) Re: Shamrock Center Building #C - 4650 South 134th Place Dear Sir: February 5, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Storage under exterior or interior stairwells shall . not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke- removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. PLAN CHECK NUMBER CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: S . AAA Rcacx Cet .S't ADDRESS: 5 DATE: OCCUPANCY GROUP �,.. TYPE OF CONSTRUCTION ...- 'h,S 4 Mb • 16. , . LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES 14 /6_,, FLOOR AREA e 2- 6 OCCUPANT LOAD t\ ,j 5 - roe A = + ( Oct_ u 4T EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. NOTES PREPARED BY: t PLAN REVIE 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: CONTACT DATE COMMENTS INITIALS 1- 9 - 9 Cci fl t th- P ( `dam e-3 R I \ on '1 n Cal i -C-cr n i a ■ '' . - -o 52-0- i-(- ham.- hack GL. Uk) cl1/45 - n op f 9c\ T-e - L\ Ce nf .2., - R i 23kf i c-e._ 6 .(2. -ey r. A m0_ -in Nor -t -e r r\ hey ) ( °I q I Coma rio t' 'or--ft x n 5I "- f. 1--e--et "1`n-e : r,r, . Q. --e Red o . I -1 I-q Roc) Role r-I- Came i n id<pd . .i' ) - o `� c* fJ1S an o ruck r al colcu W {ores - to oLve oL W0- ` -av ociP: of__ r0J, Yliz_ • 1 •A IA • -Q- l . ` War iii 1 - I"7 -c I e..- (-f -0e_ 6 C ( 1 . 1 1 6 Mo`(- - to l •C. etc .-c'4Y \ G.m7Qd - �-- S 1� --�-� V)O C.K c> U)" ID( , -Po, 'D not ()3 PQ K . 1 -a -q) Rc A R4 •IQr1' k:x t ion p(omin ati et; f-7_ Va YYl W h K O 1 1 -- J t 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: PERMIT CEI:ER ACTIVITY LOG PLAN CHECK NUMBER - 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 _Y1 r�.m o u NEW 14OLLOW METAL DOOM 1 h'RAt1E 7 NAND !CAPPED I ; - -1 TOILET ROOMS. SEE ELEVATIONS ON A2 FOR TYPICAL ,--: � REQUIREMENTS. - -- 2 , -5 „ -- EXIST. WINDOWS TO fMAN. VERIFY SIZE. SCALE: 1 /8" = COVE 4 RELOCATE EXIST. STOREFRONT WALL SY'STE'M TO NoRTIAL ST COWER C 8U1LDNCG a IlitILL W444. W/ STEEL STUDS • 16" OC, R -1? BATT tN ULATION, C (INTERIOR) 4 STUCCO SYSTEM (EXTERIOR) TO MATCI4 nXIST. CONC. WALL.— 41' -4" ----.. .,-- N i WOMEN c� w J T V -0 I/2" r TTh SUPPLIES el PR. 32" DOOR 14'-2 1/2" 1 BUILI3ING C: FLOOR PLAN 41' -4" - - - - -- NEW #X4 3TUDWALL TO !\ 8 FT. Ir1lCYW. TYI'. PER I NOTES tom! D'14. A2. AS- FFUILT 1(" TOILET ROOMS i/ EXIST. COLUMN TO REMAIN. TYP'- 5 PLACES. 1 AS -BUILT \� MOVE TOILET ROOMS 1 61 DICE IXXX� A5 -BUILT SHOP OFFICE 12' -011 J 41' -4" / 023 EXIST. O' -t" OVERI4EAD DOOR L -- NEW E NM. DOOR 1 FRAME IN EXIST. CONC. WALL. EXIST. WALL - TO RI~1'.A4I- { EXIST. 8UILDI1vG REMOVE EXIS1. - - -- COt CONCRETE WALL RJLL LENGTI4 TWIS WALL. CO EDGE OF EXIST. CMCRETE SLAB ON GRADE. 4' -6" AS -BUILT MOPE SHOP OFFICE 24 -0 - -NEW COLU`M TY'P. 9 PLAC;EB. SEE STRUCTURAL DRAWINGS. NEW CONCRETE WALL. SEE STRUCTURAL DRAWitv'GS POR REQUIREMENTS. NEW 6UILDING ADDITION__ 45 -0" 024 NEW 24 -0" OVER4-1EAD DOOR -- NEW CONCRETE SLAB ON Csr ADE. SEE STRUCTURAL DRAUN & FOR REQUIREMENTS. A 1 .- i.'C. .st b.? IIIIIIIIII I1 '. .'f'a.� 'L:e j l+if � r -r ,fit: ; .ro. 5.f. • ;x >... 'Flr t 4 . . s:. {. � �.; n trl". ' !._�, r N i t �` f ' . f _ rr y - - � ir v�trfi 1 11JIIIIIIIIIIIII1 . IIIIIIIIIIII " >' .. ,., „ ,,.,...... " .............. .. ` II I111ff? Illill lllllll llllllllll llllllillllllllliffll t lll1111111:1 11►1111111 lllIltIIiiII iI ( i iiii i i (( 1 N �' ii �K' i1 # ' '" "- 0 18YHSIHCN 1 2 3 4 5 6 `7 8 9 10 1 Ntioe IN GERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 06 6Z se., LZ 9Z SZ bZ CZ Z.3 tZ Oz 61 91. L 9t GI y Cl Zt tl Ql, 6 8 L 9 s 3 C Z l I~w () � Illl � lli{ II! I! � Illlil l ll � l ! 11111 �II!! �I 1 llll�Illlll! Iliil! Illi!! �!!!!! I!!! �IIIIIII! I�! I l Llll !I�! III! I! IIIII�IIIIII! II�IIIII! illllll��iillilllllll! I�!! Il lil! I�I! 1! IIIII�III! 1! li! �IIIII! II! �Illi�l! II�III! illll�llliiill !�IIIIIII!I�IIIII!1!I�lil;� 12..0" 025 NEW 24' -0” AS- 13UILT € EMOVED CONC. LOADING DO(X AND 1ET. ?QocF 12' - 0 " SAD DOOR 14 ' - 0:. A5 -BUILT STL. DECK '.t';STAL L E 030 NEW 24' -0" oV'RI - 1EAD DOOR By Dote _ a l .......,. No 1 , 17 r 1 i I . lil Jill 1 understand that the Pl r ••• •'n"C!< approve subject to errors and omissions and appro plans does not authorize the violation of a V adopted code or ordinance. ' ir::c9or'S c. • r, a ?ceipt of cox - pf rov d plans :�cknowiedgeci, rr 45' -0" 24 1 - 0 , ^ i RELOCATED HM. -- - -- POOR 4 FRAME NEW CONCRETE WALL. — SEE 9TRUC'WRAL NGS FOR R r . . „NT$. T,IC;s - l 1 l,) 4' -S" I— s , RECEIVED ($TV OF TUKUIJILA JAN 1 8 biJi LOCATION BUILT 1x15/91 AS-BUILT TOILET RcN?1", "•?i.. DECK AN.DP OFFICE x r O w O z ti � z "t c o l IT /4 4 z < Z n Peas= o !1! Q (49 z U z c9� Imo Q Z 30( cr , mei CO al de w � � z r image Architecture & Plannin 616 First Avenue, Suite 400 Seattle, WA 98104-2258 206/682-2857 BUILDING C: FLOOR PLAN Seale 1 /8 = 1 —0 Date 12 /4 /89Cornm.No. 80489 in Charge PCLC Drawn Ety R LC Cheoked _. $y ____.__ - -_ CHE A4 CP -10 \ IFicl !n I CP— 0 �, -----I —�' — CP 1r0 ! { — CP 10 0 0) r 3/4 T &.G DECK —PAK OVER G^ 22 PLATFORM —PAK TYP. LL V/1• 6' —O REMOVABLE SECTION IL A 1 -1/4" x .031 JOIST BRIDGING, TYP. HALF POINTS, TYP. EA. BAY, SEE DETAIL —PAK 20' 70 240 ") CP -72C DECK FRAMING SINGLE 12" FRAME REFER TO C188— S3,S4,S5 FOR DETAILS 1 SIDE ELEVATION 3 — RAIL HANDRAIL SYSTEM: 1 -1/2 "0 PIPE 6' -0 O.C. MAX. AND 4" KICKPLATE (TYP.) 42" TO TOP RAIL, 12" MAX. BETWEEN RAILS. Mn- T 4- 1... ...4 ......4i I 1 ...... ..1.... �. wL.. .. .. L.s .. IQOTE S PEC.lAt.. "riSS•PEG 116M 1. IT IS THE DEALER /ERECTOR /END USER'S Wate VeY.-75 RESPONSIBILITY TO INVENTORY ALL MATERIAL UPON ARRIVAL AT THE JOBSITE TO INSURE ALL THE NECESSARY COMPONENTS TO COMPLETE THE JOB ARE THERE. THIS SHOULD BE CHECKED AGAINST THE PACKING LIST PROVIDED BY INDUSTRIAL STRUCTURES, !NC. IF ANY SHORTAGE EXISTS, IT SHOULD BE NOTED ON THE BILL OF LADING AND INDUSTRIAL STRUCTURES, INC. MUST BE NOTIFIED BEFORE THE JOB STARTS. UPON NOTIFICATION OF MISSING COMPONENTS, INDUSTRIAL STRUCTURES, INC. WILL MAKE EVERY POSSIBLE EFFORT TO GET THE PARTS TO THE JOBSITE. INDUSTRIAL STRUCTURES, INC. WILL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO JOB DELAY : �. ii i 3 • 1•4 11\T G ATTENTION: DEALER /ERECTOR /END USER t t�. IIII{ I1IIIiI {I1III1I{ 1: 1111,{ 11► 1111 { ;IIIII{IIIIIII{IIIIIII{I11Ir11 11111 1111 1{ 11 I IL' 1 IiLIIIILLI 'I l{I 1111111 1IIIIIIILLIII`I{lili 0 IO THS INCH 1 2 3 4 5 6 7 8 9 10 11 r a4o6IN GERMANY 12 z 0 I— W l,1 0 z W JOIST BRIDGING MUST BE INSTALLED ANY MEZZANINE INSTALLED WITHOUT JOIST BRIDGING OR ANY OTHER DISREGARD TO PROPER ASSEMBLY INSTRUCTIONS WILL VOID ANY WARRANTY BY INDUSTRIAL STRUCTURES, INC. CI ECEIVED G F TI IKWVILA JAN 9 i� 1 PERMIT CENTER BECAUSE OF MISSING COMPONENTS. 2. IF ANY COMPONENT HAS BEEN MISFAB- RICATED, INDUSTRIAL STRUCTURES, INC. MUST BE NOTIFIED IMMEDIATELY AND BEFORE ANY CORRECTIVE ACTION is TAKEN. INDUSTRIAL STRUCTURES, INC. WILL NOT BE LIABLE FOR OR AUTHORIZE CORRECTIVE ACTION WITHOUT DETER- MINING THE COST OF THE CORRECTIVE WORK OR TAKING THE OPTION OF SUPPLYING A NEW COMPONENT. AFTER MUTUALLY AGREEING ON A COST TO CORRECT ANY MISFABRICATION, INDUSTRIAL STRUCTURES, INC. WILL AUTHORIZE THE WORK TO BE DONE. INDUSTRIAL STRUCTURES, INC. WILL NOT BE LIABLE FOR ANY COSTS INCURRED DUE TO JOB DELAY CAUSED BY MISFABRICATED COMPONENTS. Industrial Structures Telephone: (In Calif.) FAX Post Office Box 60 Carpinteria, CA 93013 800-235-6915 805- 684 -8322 805- 566 -6608 Telephone: (In Calif.) FAX Industrial Structures Post Office Box 60 Carpinteria, CA 93013 800— 235 - -6915 805 -684 -8322 805 - 566 -6608 STAIR 6 - 3 -RAIL STAIR POST 6 - 20' -0 RAIL 2 - TOP END LOOPS 2 - BOTTOM END LOOPS 16 8 12 3 12 46 22 68 132 1 2 HANDRAIL - 3 -RAIL POST - 20' -O RAIL - 90' ELBOW - COUPLING - END CAP - 5/16 "0 x 2" M.B. - 5/16 "0 x 3-1/2" M.B. - FENDER WASHER - #14 x 3/4" S.M. SCREW 6' -0 LIFTOUT GATE - POST FOR LIFTOUT GATE N O 4-1/2 co 6 6' - LIFTOUT GATE — J II II�I IIII II�IIIIIII�I JIJIII�IIIJI!IIIIIIIf i1'1!II I(IJIII�I O .-SIN- 1 2 3 FRAME OUTLINE 3/4" EXPANSION ANCHORS. (TYP.) (RED HEAD WS3442 OR EQUAL) d 20' -0 (240") 5 @ 27 "W X 20' -0 (240 ") ANCHOR BOLT LAYOUT DECKING 84 HANDRAIL LAYOUT (1!111! ill! 111! 1111 1111111 11111I1!1I1!ill!111!lli! 111! ill !111!II1!lfl!111!111!1.II!IP! III !III!III!1'1!II1!I1I!III!lil!II 1!111!11 4 5 6 7 8 9 1n 11 MME IN GERMANY 19 • C � :� i 'AK • 1^ RECEIVED f`ITY(W TI JKWI JA i P! 9 1 PERMIT CENTER SHEET: i M •�. 7.SYtitA,�,rs t«.. , t 4!.. , :•- / <� 4 `� i� s 3 f, M S2 cc O O z W z Z 0 Z z'= U -J M J p O O_ W � I/) g O o J ww z d> w W F- Ir lr ¢ I-- F- I O O Z Z w O i ELEV @ BASE OF COLUMN I- J 0 co SECTION @ BASE OF COLUMN TAPERED COLUMN AT BASE CORNER COLUMN AT BASE SECURE COLUMN BASE W/ 2 -• 3/4 DIA ANCHORS (OR EQUIVALENT) 5 x 5 x 3-1/2" CORNER COLUMN BASE SHOP WELDED BASE PLATE 1/8 - j7 2 <3 CORNERS FRAME OUTLINE END BEAM OR END STRUT 8-1/20 BOLT CIRCLE W (8) 3/4 "0 x 1 1/2" A449 GRD 5 BOLTS, TYP. EACH FACE CORNER COLUMN TOP CONDITION Industrial Structures Post Office Box 60 Carpinteria, CA 93013 800- 235 -6915 805- 684 -8322 805 - 566 -6608 PLAN BEAM SECTION G BEAM 12 X 3 -1/2 SINGLE BEAM JOIST CLIP, TYP. REFER TO PLAN FOR TYPICAL JOIST 12 x 3 - 1/2 SINGLE BEAM (JCS) JOIST CLIP 3 x 3 x 6x 10 GA., TYP. W/ (4) 5/8' 0 x 1 1/4" M.B. REFER TO PLAN FOR TYPICAL DECK JOISTS (SEE PLAN FOR SPACING) JOISTS MUST BE INSTALLED AS SHOWN, WITH THE OPEN SIDES FACING IN OPPOSITE DIRECTIONS FOR ALTERNATING JOISTS DECKING, TYPICAL. REFER TO FRAMING PLAN FOR DECK TYPE IF SUPPLIED. FOR DECK FASTENING NOTES AND DETAILS. (1 1/4 x O.vi1 STEEL STRAP BRIDGING. SECURE W/ #12 x 3/4 TEK AT EACH JOIST, INTERIOR AND END STRUT. BRIDGING MUST TERMINATE ON A STRUT. PROVIDE A MIN 3/4 END DISTANCE AT END CONNECTION. ofewawaramaniazaname 0 JOIST BRIDGING CONNECTION DETAIL END STRUT OR INTERIOR STRUT ATTACH BRIDGING TO TOP LIP OF STRUT WITH #12 x 3/4 TEK 3/4 END DIST AT BRIDGING TEK FASTENER 0 2 3 4 5 6 7 8 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL PRIMARY AND SECONDARY FRAMING MEMBERS ARE FABRICATED FROM ATM A446 -75 GRADE D MATERIAL, (FY = 50 KSI, MIN.) AND ARE G60 GALVANIZED. USE EIGHT (8) 3/40 BOLTS (ASTM A449, GR. 5 ; FU = 120 KSI, MINIMUN). INSTALL WITH DOUBLE WASHERS; ONE EACH BENEATH BOTH NUT AND BOLT HEAD. THE MAXIMUM BEARING CAPACITY AT THE LIGHT GAGE MATERIAL IS 8.88 KIPS. THE SHEAR CAPACITY WITH THREADS INCLUDED IN THE SHEAR PLANE IS 9.01 KIPS AND DOES NOT GOVERN DESIGN. BECAUSE THIS IS A BEARING CONNECTION AND THREADS ARE NOT REQUIRED BY DESIGN, TO BE EXCLUDED FROM THE SHEAR PLANE, HIGH STRENGTH BOLTING SPECIAL INSPECTION IS NOT REQUIRED. USE SIX (6) 3/4 "0 BOLTS, PER ABOVE SPECIFICATION AT ALL BEAM FIELD SPLICES, WHERE OCCURS. EACH BEAM FIELD BEAM SPLICE REQUIRES (2) TWO PLATES PER WEB, ONE EACH SIDE. INSTALL (4) FOUR PLATES TOTAL AT DOUBLE INTERIOR BEAM FIELD SPLICES. ALL OTHER BOLTED CONNECTIONS USE 5/8 "0 A307 MACHINE BOLTS. TYPICAL BOLT SPACING IS 4" AND TYPICAL EDGE AND DISTANCE USED IS 1-1/2", UNLESS OTHERWISE NOTED. ALL STRUCTURAL MEMBERS ARE COLD FORMED PER AISI SPECIFICATIONS AND ARE FABRICATED AND WELDED ACCORDING TO AISI PROCEDURES. ALL MATERIALS ARE FABRICATED BY CITY OF LOS ANGELES APPROVED FABRICATOR #1102. ALL FRAME AND JOIST SIZES SHOWN ARE THE NOMINAL SIZE DIMENSIONS. REFER TO THE SECTION PROPERTY IN THE DESIGN CALCULATIONS FOR ACTUAL MEMBER DIMENSIONS AND GEOMETRIC PROPERTIES. ALL COLUMNS ARE FABRICATED WITH A SHOP WELDED BASE PLATE. LOOSE BASE PLATES WITH ALLIGNMENT HOLES, MAY BE USED IN LIEU OF FOOTINGS, AS REQUIRED FOR COLUMN REACTION LOADS. REFER TO THE ANCHOR BOLT LAYOUT PLAN FOR SIZE AND LOCATION EXPANSION ANCHORS (3/4"0, "RED HEAD" WS3442, OR EQUAL PER ICBO REPORT NO. 1372) SHALL BE SUPPLIED BY THE ERECTOR. 3/4" ANCH BOLTS CAST INTO CONCRETE FOOTINGS, SPACED PER THE ANCHOR BOLT LAYUOT, MAY BE USED IN LIEU OF THE EXPANSION ANCHORS. Nit ntrnux -, &EDwl"-17 l*e Exp,A,z3Lo,J . ��2 l S 3l�f I I i I 3 /Cf 4 Cl A-7 C RS C ? /Afro Sc w, tt5 11,1 LIt1A- 01.= P Sca,J �s Y S &t 1R.n�JI 1�4 `4 tai r 3 (n,1,.,) I' V- A-40 A 1 7t cA&.. I a �113ea n4 Si 7 vr- 5 '` . .:f . itj lb -�'.:I .:1'ullll �A • GENERAL NOTES 0��•I 0 \\ • -1 °` A Q` • `St IIIIIIIIIIII IIII IIIII111111IIIIIIIIIIIIIII _ I llippllp1111111111111111111111111111111 , 1111111111111111 1 11 11111111111111111111111 11ilil111111l1I Ii111111111I i . 111111111iIII11111i11111 , DE W1 1e TNS I NCH g 10 11 MAINOERMANY 12 NOTE: if the microfilmed document is less clear than this G RECEIVED !ITV r!!KWILA PERMIT CENTER DECKING LAYOUT - PLATFORM -PAK AND DECK -PAK STRUT TYPICAL SHEET: Telephone: (In Calif.) FAX Industrial Structures Post Office Box 60 Carpinteria, CA 93013 800 -235 -6915 805 -684 -8322 805 -566 -6608 C188 S4 z cr w w cr z i 0 w i • �/1 /M�i:Caca111M2mo�a.c !!+ o a 4Nr�alaawo■ ■._ �I OF ..w1�i Ill /1�1�1�1�1�I r,1 1�1a1.l�l.1 �- 1 ' -I +s► s� �to 4 f a al lil� 6 A CI N G 1 ► „ J MA • F Imam! 14 1MAX C/C SPACING Vi MIN, 2 1/2 MAX EDGE DISTANCE PI AN VIEW AT POST PLATE 1-1/2"0 PIPE RAIL POST, TYP. RAIL CLAMPS FACE OUTWARDS WITH RAIL MOUNTED "OUTSIDE" OF MEZZANINE. 1 MIN END DISTANCE r a 7 TYP. 6' MAXIMUM POST SPACING, TYP. 1/4V HANDRAIL POST BASE PLATE, TYPICAL ATTACH THIS PLATE TO DECKING, TYPICAL HANDRAIL ELEVATION / HANDRAIL POST BASEPLATE DETAIL Ff. � I r� i l l l � l l l � III � III � IIi l lll l ill � lll � Ill � lll � lf ` ` �flli�l�ll l�f' I�IJI�I�i�l=I II�I�I�I�I �I�I�i�i�l�il f�l�l�l�l�l�l�i�i�i�l� ljl�l�i�l�l�l�l�l�l�a�. 11111 l'i1lfall1IIIILIIIi1 IIil III , 1IIIIIIi111jall 11 9 10 I I 0 18THS INCH 1 SECURE PLATFORM —PAK DECK W/ #12 x 3/4 TEK FASTENERS TO PARALLEL BEAMS AT 12" O.C. PLATFORM —PAK FORMED STEEL DECKING, TYPICAL (1 1/2 INCH NET DEPTH) SECURE PLATFORM- -PAK DECK W/ #12 x 3/4 TEK FASTENERS AT EACH VALLEY AND FRAME MEMBER (STRUTS AND JOISTS) INTERSECTION. "'STURD— I— FLOOR" T & G DECK —PAK SHEATHING. ATTACH TO PLATFORM —PAK DECK W #6 x 1 5/8 BUGLE HEAD TEK (28 PER FULL 4' x 8' SHEET). REFER TO FRAMING PLAN FOR DECK —PAK THICKNESS [ STAGGER DECK —PAK SHEETS AS SHOWN, W/ LONG EDGE PARALLEL TO SPAN OF DECK HOLES FOR 5/16 DIA MACHINE BOLT, TYPICAL HANDRAIL POST 3 —RAIL HANDRAIL SYSTEM W/ DISTANCE BETWEEN RAILS NOT TO EXCEED 12" CLEAR 1 1/2 DIA PIPE RAILING, TYPICAL 4 x 4 KICKPLATE 4i ALL HANDRAIL, TYP. ATTACH KICKPLATE TO DECKING SURFACE W/ #12 x 3/4" TEK FASTENERS ® 2" O.C. DECKING BELOW, TYPICAL END BEAM OR STRUT' 2 3 4 1 1/2 DIA PIPE HANDRAIL POST, TYPICAL DECK —PAK OVER PLATFORM —PAK, TYP. STRUT, TYPICAL DECKING CONNECTION DETAIL - PLATFORM -PAK I DECK -PAK AT HANDRAIL RUNS PARALLEL TO DECK SPAN DIRECTION, SECURE POST BASE W/ (2) 5/16 DIA x 3 1/2 BOLTS THROUGH KICKPLATE, DECK —PAK, AND FIELD DRILLED END BEAM AT "OUTSIDE" AND (2) 5/16 x 1 3/4 BOLTS THROUGH DECK —PAK AND PLATFORM —PAK ONLY AT INSIDE AUMITANSIIIMMIMP NMI 5 6 7 8 BEAM TYPICAL i DECK —PAK SHEATHING SEE PLAN FOR THICKNESS r #6 X 2" COARSE THREAD SHARP POINT BUGLE HEAD l USE (28) MIN PER 4' X 8' DECK —PAK SHEET HANDRAIL POST BASE PLATE, TYPICAL AT HANDRAIL RUNS PERPENDICULAR TO DECK SPAN: SECURE POST BASE W/ (4) 5/16 DIA x 1 3/4 BOLTS THROUGH KICKPLATE AT "OUTSIDE ", DECK —PAK PLATE AND PLATFORM —PAK DECKING. FASTEN w/ 3/8 DIA FENDER WASHER BETWEEN NUT AND DECKING. LO 4.43' 'S S ter; i a , ti 1 • 11 M DEINGER.WIY 12 DECK JOIST, TYPICAL PLATFORM —PAK 1-1/2" NET DEPTH FORMED STEEL DECKING #12 X 3/4" TEK FASTENER ® 1' -0 O.C. TYP. ALONG BEAMS #12X3 /4 "TEK FASTENER @ EACH DECK VALLEY TO FRAME IBEARING MEMBER BEKOW - HANDRAIL POST BASE PLATE, TYP. LOCATE 4 x 4 KICKPLATE UNDER HANDRAIL POST BASE PLATE AND FIELD DRILL FOR BASE PLATE BOLTS END BEAM, TYPICAL FIELD DRILL FOR BOLTS HANDRAIL POST TO DECKING - PLATFORM -PAK / DECK -PAK RECEIVED CITY OF TUKWILA PERMITCENTER ;�pfC SS,�,� �� APE F Zc�S (( 32 EPs.: -s -3: °3 r w w — < cc Z cE a a N w ow n LtJ v) a o, --- .. 0 a d d • w 0 12" MAX. BETWEEN RAILS \-11" X 2 -3/4" TREAD (NON —SKID) HOLE FOR HANDRAIL POSTS 1 —1 /4" 10" X 3 -1/2" X 14 GA. STRINGER X 7" L BASE ANGLE 1 -1/2 "0 PIPE (TYP.) — 11" TREAD MIN. x-11" x 2 -3/4" TREAD #95 BASE FITTING W/ 5/16 "0 M. BOLT (TYP.) X 3 -1/2" X 14 GA. STRINGER ANCHOR W/ 1/2 "0 X 2 -3/4" MIN. RED HEAD OR EQUAL, EA. SIDE FASTEN BRACING W/ #12 X 3/4" TEK 1 FASTENER (TYP.) \ ANCHOR TO TOP _ OF LANDING OR MEZZ. EA. SIDE W/ 3/8 "0 X 1-1/2" BOLTS. KNOCK -DOWN 7 -11 STAIR X .031 BRACING 3/8 "0 X 1" TREAD BOLTS: BOLTS TO 2 X 2 X 14 GA. X 8" LONG TREAD ANGLE r LANDING BEAM (LP -2) W/ (4) 5/8 DIA MACHINE BOLTS EACH END TO LANDING COLUMN (TYPICAL OF 2) — LANDING COLUMN BELOW, TYP. ( 8 x 3 LANDING STRUT (LP -3) W/ (2) 5/8 DIA MACHINE BOLTS EACH END TO LANDING COLUMN (TYPICAL OF 2) PLANK —PAK DECKING x 14 GA TO LANDING BEAM (LP -2) W/ #12 x 3/4 TEK FASTENER (TYPICAL OF 5) LANDING HANDRAIL: PROVIDE (3) HANDRAIL POSTS AND NUMBER OF RAILS TO MATCH AT (MEZZANINE. CAP ALL ENDS, TYP. SECURE HANDRAIL POST BASE TO LANDING W/ (4) 5/16 x 1 BOLTS 4 x 4 KICKPLATE AT HANDRAIL, TYP. ._(( 8 x 3 LANDING COLUMNS (LP -1) (((TYPICAL OF 4) _BASE PLATE 4 x 9 x 3/8 /[SHOP WELDED TO COLUMN, TYP. - 1/2 DIA x 2 3/4 EXPANSION ANCHORS, BY OTHERS. (RED HEAD WS1223 OR EQUIVALENT) LANDING ASSEMBLY DETAIL LANDING COLUMN (LP -1) ONE AT EACH CORNER OF LANDING PLAP` —PAK DECKING BEARING AT LANDING BEAD.' (LP -2). SECURE W/ #12 x 3/4 TEK LANDING BEAM (LP -2) w/ (4) 5/8 DIA MACHINE BOLTS EACH END TO COLUMNS (5/8 DIA MACHINE BOLTS TYPICAL l AT (LP -2) AND (LP -3) TO LANDING COLUMN. (24 TOTAL EACH LANDING) lip CITY O ILA JAN 9 ri;:ji PERMIT CENTER Industrial Structures Post Office Oox 60 Carpinteria, CA 93013 800 - 235 -6915 805 - 684 -832.2 805 - 566 -6608 l 1, Illill! �I�J .�!'�Ilill�ll!JI�!�ll!�!�!�!�! ill! �I'!; I�I��` Iiil! �III�I� !�!I!�I�I�III���I�IiI�III�! I�III�III!! II�III�! �1�III�I�i�lli�lll�lll�l ll�III�I�I;III�!�I�II 2 ! 3 4 5 7 8 9 . 10 18 THS INCH 1 Hf1TFe Tf the mirrnfi 1mpA AnrnmPTt is le. a rlpar than this 11 "DEIN GERMANY 12 0 cr N c0 03 1L cc Q o. } Q 0 1 1 ■ \/ \ 1( Ii \ \ \ / \ / \/ / \ 12" MAX. BETWEEN RAILS \-11" X 2 -3/4" TREAD (NON —SKID) HOLE FOR HANDRAIL POSTS 1 —1 /4" 10" X 3 -1/2" X 14 GA. STRINGER X 7" L BASE ANGLE 1 -1/2 "0 PIPE (TYP.) — 11" TREAD MIN. x-11" x 2 -3/4" TREAD #95 BASE FITTING W/ 5/16 "0 M. BOLT (TYP.) X 3 -1/2" X 14 GA. STRINGER ANCHOR W/ 1/2 "0 X 2 -3/4" MIN. RED HEAD OR EQUAL, EA. SIDE FASTEN BRACING W/ #12 X 3/4" TEK 1 FASTENER (TYP.) \ ANCHOR TO TOP _ OF LANDING OR MEZZ. EA. SIDE W/ 3/8 "0 X 1-1/2" BOLTS. KNOCK -DOWN 7 -11 STAIR X .031 BRACING 3/8 "0 X 1" TREAD BOLTS: BOLTS TO 2 X 2 X 14 GA. X 8" LONG TREAD ANGLE r LANDING BEAM (LP -2) W/ (4) 5/8 DIA MACHINE BOLTS EACH END TO LANDING COLUMN (TYPICAL OF 2) — LANDING COLUMN BELOW, TYP. ( 8 x 3 LANDING STRUT (LP -3) W/ (2) 5/8 DIA MACHINE BOLTS EACH END TO LANDING COLUMN (TYPICAL OF 2) PLANK —PAK DECKING x 14 GA TO LANDING BEAM (LP -2) W/ #12 x 3/4 TEK FASTENER (TYPICAL OF 5) LANDING HANDRAIL: PROVIDE (3) HANDRAIL POSTS AND NUMBER OF RAILS TO MATCH AT (MEZZANINE. CAP ALL ENDS, TYP. SECURE HANDRAIL POST BASE TO LANDING W/ (4) 5/16 x 1 BOLTS 4 x 4 KICKPLATE AT HANDRAIL, TYP. ._(( 8 x 3 LANDING COLUMNS (LP -1) (((TYPICAL OF 4) _BASE PLATE 4 x 9 x 3/8 /[SHOP WELDED TO COLUMN, TYP. - 1/2 DIA x 2 3/4 EXPANSION ANCHORS, BY OTHERS. (RED HEAD WS1223 OR EQUIVALENT) LANDING ASSEMBLY DETAIL LANDING COLUMN (LP -1) ONE AT EACH CORNER OF LANDING PLAP` —PAK DECKING BEARING AT LANDING BEAD.' (LP -2). SECURE W/ #12 x 3/4 TEK LANDING BEAM (LP -2) w/ (4) 5/8 DIA MACHINE BOLTS EACH END TO COLUMNS (5/8 DIA MACHINE BOLTS TYPICAL l AT (LP -2) AND (LP -3) TO LANDING COLUMN. (24 TOTAL EACH LANDING) lip CITY O ILA JAN 9 ri;:ji PERMIT CENTER Industrial Structures Post Office Oox 60 Carpinteria, CA 93013 800 - 235 -6915 805 - 684 -832.2 805 - 566 -6608 l 1, Illill! �I�J .�!'�Ilill�ll!JI�!�ll!�!�!�!�! ill! �I'!; I�I��` Iiil! �III�I� !�!I!�I�I�III���I�IiI�III�! I�III�III!! II�III�! �1�III�I�i�lli�lll�lll�l ll�III�I�I;III�!�I�II 2 ! 3 4 5 7 8 9 . 10 18 THS INCH 1 Hf1TFe Tf the mirrnfi 1mpA AnrnmPTt is le. a rlpar than this 11 "DEIN GERMANY 12 0 cr N c0 03 1L cc Q o. } Q 0 1 1