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HomeMy WebLinkAboutPermit D04-295 - KRALMAN RESIDENCE - GARAGEKRALMAN RESIDENCE 4430 S 158 ST 004-295 City d� Tukwila 8108600220 4430 S 158 ST TUKW Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.its DEVELOPMENT PERMIT Parcel No.: Address: Suite No: Tenant: Name: KRALMAN RESIDENCE Address: 4430 S 158 ST, TUKWILA WA Owner: Name: KRALMAN DELWIN E +ROSE M Address: 4430 S 158TH, SEATTLE WA i Contact Person: i Name: DEL KRALMAN Address: 4430 S 158 ST, TUKWILA WA Contractor: Name: OWNER AFFIDAVIT IN FILE - DEL KRALMAN ' Address: 4430 S 158 ST, TUKWILA WA Contractor License No: Phone: Phone: 206 - 244 -7579 Phone: 206 244 -7579 Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 972 SQ FT DETACHED STEEL GARAGE. Value of Construction: $31,774.68 Fees Collected: $949.32 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC- Permit D04 -295 Printed: 09 -24 -2004 Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -295 09/24/2004 03/23/2005 Z H Z � D UO Cl) 0 CO CO LL w 9-1 LL Q cl) = �w Z H- O Z E- w w U� O N o F- w U- Z O .. w U= OH Z 0 Cit y ot Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci. tukwila. wa. its Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D04 -295 09/24/2004 03/23/2005 Permit Center Authorized Signature: Date: � � y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons wction or perf%mance ofyvork. I am authorized to sign and obtain this development permit. Sign Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z �Z W �U U CO wi J ii.- CO LL WO Q� U- Q N =w [�- O Z w U U 0H LU =U UO .Z w U= O F-- Z doc: IBC- Permit D04 -295 Printed: 09 -24 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8108600220 Address: 4430 S 158 ST TUKW Suite No: Tenant: KRALMAN RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -295 ISSUED 08/13/2004 09/24/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 12: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 13: 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. Z a� ~w �2 UO (n o CO W J � N LL WO J !L D � =w z� H O Z tr- 25 U ON Cl t•- ww LL� u O .Z U= O F " Z doc: Conditions D04 -295 Printed: 09 -24 -2004 City of Tukwila loco f )t Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z �Z w 6 2, JU 00 ; UJ i� to w w O �Q = CY �w f = z� i~ O z E- w UJ Do U O N O H w W U � O W . • Z. U =. O Z I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. j The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws i regulating construction or the performance of work. Signature: Date: Print Name: r �2/ doc: Conditions D04 -295 Printed: 09 -24 -2004 lJ�,wtLA w, CITY OF TUKWILA o Community Development Department Public Works Department Permit Center ' 90B 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** k' rat King Co Assessor's Tax No.: E� 109 60 - 0220- CQ 5� Site Address: 474 fl S t'- Suite Number: Floor: Tenant Name: New Tenant: .... Yes [:] ..No Property Owners Name: Mailing Address: 3 d -5 /S� , ��XLJI Lo �7 :0 / 13 9 City State Zip Name: .-L L /<, /i9 ,Z / " 9 /t/ Day Telephone: 2- 15' 2 Mailing Address =cJ / f Li4A �� g City �-7'. State Zip E -Mail Address: ��L�//� /�f�/�, f i����"/J�'J/� Fax Number: Company Name: O L, ,J �lI Mailing Address: City State Zip Contact Person: ?>;E 4 LM/ Day Telephone: z ©� 24z� '7 4 E -Mail Address; P,56 /l=ei¢ f/. � l�J�� a� �i►'I : � rFax Number: Contractor Registration Number: -- Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ;'ARCHITEG�'OF4RECORD : All, plans il�ust be:ryet stamped ti Arcfiitect of Record x, y :y:`�ii..�4Y t r' ?:�! -.; �t��7•�F:i P,. ..j;c!i;� .,�.: �w�•i. i'r'e ..e s t i��t Z HZ W QQ JU UO 0 W= F- LO W WO UQ 2 F- W Z F_ F_ O Z F– W W U� ON O F– WW H F- LL O W Z U= O ~ Z Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ;R NGINEER OF RECORD --�Al1 "Pla�is -ti,l�e Wet stamp d'by;Engineersof .,i} . it- ., r' 3' r Y Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State %applicationskkrmit application (3 -2003) 312003 Page 1 now I Valuation of Project (co actor's bid prig, $ 2.D,. O 3 . ?� Existing B>a...3ing Valuation: $ Seep or c (please provide detailed information): V Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide All Building:Areas to Square,Footake Below �.J J 7 4. � t i �. 'q . 1 f +.� _ �.i• f .r r: r., f .y �� �+ � � �a M PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. \applicationalpermit application (3.2003) 3/2003 Page 2 %;�' ._.�'+.•a':' C+�`�q'�ia::;:.s++.sw`. -' 2rt;:::1'i:. main ::a.r••,+cl'...t3�.i::iit?s..: .: �A«' 1J., 1' s' S. �.st+.d�c..::a:1ic::�,r.iti.:u .:ay � u„aiw. Z 2 H '~ W D JU UO 0 W LL W O 9 J LL N = W H Z� Z� �5 U� O CO. o F— W H� LL O 111 Z UN p _ O� Z Addition to x Type of ; r 1 TYpe 5 Interior, Existing Constntctton Occu ancy per rl Extsttng mode t ,V Structure New y ,pt:r;UBC 1 Floor ;` 3` ,Floor 1 P; ' thru Basetnent 1 Acce55ory;StrucCure *� �; ;Attached Detached Garage q . Attat:heii G ,arport I T Detached Garpoct ?" .;. 1 -1 ._Uncovered Deck::. PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. \applicationalpermit application (3.2003) 3/2003 Page 2 %;�' ._.�'+.•a':' C+�`�q'�ia::;:.s++.sw`. -' 2rt;:::1'i:. main ::a.r••,+cl'...t3�.i::iit?s..: .: �A«' 1J., 1' s' S. �.st+.d�c..::a:1ic::�,r.iti.:u .:ay � u„aiw. Z 2 H '~ W D JU UO 0 W LL W O 9 J LL N = W H Z� Z� �5 U� O CO. o F— W H� LL O 111 Z UN p _ O� Z MECHANICAL CONTRACTOR INFORMATION r Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... Fuel Type Electric ..... ❑ Gas....❑ Replacement .... n Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit'T ' YP Qty Untt;TYPe Qty Unit;Type :.:- Qty 'Boiler /compressor: ;; ;; t Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP 11,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind 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 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. f BUILDINC / Signature: Print Nam Mailing A Date Application Acce ted: Date Application Expires: Staff Initials: -- /3- i s VpplicationApermit application (3.2003) ` 312003 Page 4 r S Z '~ w tY � U 00 to in CO W J H N LL WO J LL U) CY W Z F- H O Z H W W U� ON E- W W H� U_ O Z W U= O Z I A Cit y of Tukwila I f9Q8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8108600220 Permit Number D04 -295 k Address: 4430 S 158 ST TUKW Status: APPROVED j Suite No: Applied Date: 08/13/2004 Applicant: KRALMAN RESIDENCE Issue Date: i Receipt No.: R04 -01303 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 577.12 09/24/2004 03:01 PM $0.00 Payee: DELWIN KRALMAN TRANSACTION LIST: Type Method Description Amount Payment Check 1754 577.12 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 572.62 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 577.12 i doc: Receipt Printed: 09 -24 -2004 Z _ H. W : J U. 00 W W CO) LL. wO Q J LL ?. co a =W z o, W � o' U O� C3 H WW H H LL O ..Z N. O Z g City of Tukwi f9C8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8108600220 Permit Number: Address: 4430 S 158 ST TUKW Status: Suite No: Applied Date: Applicant: KRALMAN RESIDENCE Issue Date: Payment Amount: Payment Date: Balance: Receipt No.: R04 -01068 Initials: BLH User ID: ADMIN j Payee: TRIUMVIRATE ASSOCIATES i TRANSACTION LIST: Type Method Description Amount Payment Check 5177 372.20 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 372.20 D04 -295 PENDING 08/13/2004 372.20 08/13/2004 03:21 PM $577.12 Total: 372.20 08/ 9 R")TAL. 372.20 doc: Receipt Printed: 08 -13 -2004 z �z %U. 10 U0 CO w= to LL- W O U. Q �d =W z �.. t- O z 11-- W UC3 O N �H WW LL O z U_N O }' z INSPECTION RECORD SS l' Retain a copy with permit 9� INSPECTION NO. M CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Project: Type of In ection: Address: J Date Called: r Speci I Instructions: Date Wanted: a. . Requester: Phone No: -0-Az' Approved per applicable codes. El Corrections required prior to approval 7 /� inspect uate: 7 $58.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 2 11-: if' W f1' � U0 W C0 U . W O. LQ Z F- E- O W F- W U� O c � F- WW ..Z W U= O Z INSPECTION RECORD _ Retain a copy with permit] INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: :1 Project: 0� lr Type of Ins ection: Yep l i'r. Address: C �( Date Called: Special Instructions: Date Wanted: .- ,.. P. Requester: Phone No: Z Z �W QQ� JU UO Q LLI J � N LL WO J L? cod = W H Z x ZO W U� O N A }- WW HL) LL Z UN H =. O F- Z l.J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD ,l} Retain a copy with permit 'a �--.Z INSPECTION NO. RM - O. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 1 -3670 Project: �.l Type of Inspection: Address: � Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. Inspector: �/ Dated l $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z QQ � JU UO 00 co W J H S2 LL W O �a co S F .. W Z= 1-- H O Z I— W ON OH WW 2 F- !6 ~. Z U= O 3: Z INSPECTION RECORD _ Retain a copy with permit �n � � % INSPECTION NO. PE M J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 1 -3670 Project: Type of I specdon: Add a s. i Date ailed: Special Instructions: Date Wanted: RequesteW Phone No: Receipt No.: Date: Z �Z '~ W .J U UO Cl) J TU- wo 2� 9Q U� Z �W Z t-- Z0 w �o ON a F-. =U H� u. O. 111 Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permitI6� 2f INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION �M 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Project: Type of Inspection: n J Liz /zWz'0-7 )5Lw""W Ile Address: Date Called' Special Instructions: Date Wanted: a.m. ZL—Z e4r5 Requester: Phone No: I Receipt No.: I Date: I Z 1Z W U O Q JU CO) LLJ LU 1: -J �- CO) LL WO 2 � LQ W Z 0 W �- LLI Uj 5 ON C3 F- LLI LLJ HL) U- z tii Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i ! INSPECTION RECORD Retain a copy with permit -- _,g�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: Address: Date C Iled: Special Instr o s: Date Wanted: M. Requeste Phone No: Receipt No.: Date: Z Z W WV UO W S2 LL WO LL N C'1 �W Z f..' F- O W ~ W U� ON OH WW H5 W Z 111 U= O Z ' INSPECTION RECORD Retain a copy with permt �" I INSPE 10N N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspection: Addr ss: 34 4'- �.20 z 4�' ate tailed: Special Instructions: ate Wanted: a.m. Requester: Phone No: Approved per applicable codes. M Corrections required prior to approval. � h Inspecto ' Date: ly ._� $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z Z SZ �W UQ CO co W W = t` Ln LL W0 9-1 LL co = �W Z E- W 0 25 UO ON o�- W W. U LL O W Z U =, O Z INSPECTION RECORD'''' Retain a copy with permit v INSPMTION NO. PERMIrMO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r Project: Type of Inspection: Address 4 # Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. M Corrections required prior to approval. Ins Receipt No.: Date: l 4 1 /" — $47.00 REINSPECTION E REQ &RED. Prior to inspection, fee must b paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. - K,::..... ,,..; ; . �., �, �: ' ' � �,. A: t.`r� ,: S` .2 � ptx -..�, _�:d i �. �.��'»• n�s�+;:.a A�: � i. "t,t r+��� +'�� �a�°51,�:� . 1 Z Z W U0 U)W J I.- TLL W 95 LL c� k W Z F- WO W U� ON WW H LL Z 111 Cl) O I~- Z INSPECTION RECORD y 4 Retain a copy with permit �a r. a INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P of ct: Type of I ecti_on - r R A ess: � Date Called: I � Sp ' I Instruct �Ve Date Wanted: a.. m s , s:: pp R Est r* 6 PiTone No' ^ LQ - 757 9 r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect r r, Date: a $47. INSPECTION F (YREQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !ipt No.: Date: a Z '~ W �U U CO Q C0 W J = f}— Cl) LL WO LL Q Cl) = a W Z = f� WO W U� O - 0 F- WW H �. LO W Z Cl) H T; O Z r Inspect r r, Date: a $47. INSPECTION F (YREQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !ipt No.: Date: a Z '~ W �U U CO Q C0 W J = f}— Cl) LL WO LL Q Cl) = a W Z = f� WO W U� O - 0 F- WW H �. LO W Z Cl) H T; O Z INSPECTION RECORD - Retain a copy with permit INSPE ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of I ction: a Address— 30 5 - / S Date Call d: - -Q Special Instructions: Date Wanted: - �� Q p.m. Requester: Phone No: ?V V - s Fl Approved per applicable codes. Corrections required prior to approval. i Receipt No.: Date: z I '— W JU UD W LLJ WO LL Q = C'1 �. W z 2 f- �O z�- W W U� O� 0 I-- WW W Z U1 U =. O F " z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / J Property of Del and Mali Kralman Street address: 4430 South 158 Street Tukwila, WA 98188 '3 Legal Description S Tract 38 and the West 6.00 feet of Tract 39, Sunnydale Gardens, Division No. 1, according to the plat recorded in Volwne 25 of Plats, page 50, in King County Washington; EXCEPT the North 170 feet of said Tract 38 and 39, and EXCEPT the West 110 feet of said Tract 38. Attached is the: "Residential Site Plan" Showing Structures, REVIEWED FOR Setbacks, CODE COMPLIANCE Elevations, A P�;�,'t.yF0 Utilities and SEP 2 3 Z 004 Trees cif Of �u��S1.ON gUILDXNG,�_........�... uu RECEIVED CITY OFT( IK101 q ^ns. AUG 13 2004 PERMIT CENTER Z JU 0 U) o W= J H. CO LL W O LL Q. = w F— O w ~ w U� O N, wW F U LLi z. co Z Jo�,2q,S 5 Y9� To i 1 c vy�Rc'p kil 0 ti �� Vl F 60.39' C) L; 'L' s l 196.2' REVIEWED FOR CODE COMPLIANCE SEP 2 3 2004 City Of l °ukwiia BUILDING DIVISION z z JU U O Q W� �LL w u . �w Z= Wo w U� o c)� wW u. O w z U= O ~. z ji sZ' r , z z JU U O Q W� �LL w u . �w Z= Wo w U� o c)� wW u. O w z U= O ~. z — J4- ; r ti I O W A 'IR . -,, REVIEWED FOR CODE COMPLIANCE SEP 2 3 2004 /�� 19(.21 city of Tukwila �, - Ci � BUILDING DIVI SION �e Vzogv I Z W JU Uo c') a cl) w W LL w U. D F- LLI, F- 1 z --o � �- W LLJ U C,): 0 LU Lu LL —0 z cl) c.) x o F-, z W I'-- REVIEWED FOR CODE COMPLIANCE rum" AK 515/04 Page 8 P.PPROVED SEP 23 2004 City Of Tukwila BUILDING DIVISION COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions ` �' 2. List of load combinations used for design r� w� ,q 3. Maximum reactions � AFr 4004 c SPECIAL NOTES: % 4 NOTE #1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation are to be determined by the foundation engineer. NOTE #2: Individual Longitudinal seismic loads (LEQ) do not include Q amplification factor. The combined load combinations include Sa x LEQ combination for the design of anchor bolts embedment only (Not for foundation design) NOTE #3: Individual Transverse seismic loads (EL &ER) at lines (3) do not include S2 amplification factor. Z Z �w QQ 2 J 00 00 W= N LL w LL a N_ D X J- w Z 1- O Z !- w w U� O N Q F- w �o w Z U =. O Z Stay' Building Systems 110 '1 PPUNME DESCRIPTION: DAirs: 1 PAGE: 2 S. I OF, joll; "ll.- 2 SUPPORT REACTIONS FOR EACH LOAD GROUP FRAM E ID #'-" LOCATION: A:l :-!w**-. irr3 ill kip. and p L am. TINE:•j8: REACTION NOTATIONS AK 5/5/04 Page 10 ;L LOAD GROUP REACTION TABLE Lin VR COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.0710.0X0.375 8.0X10.0X0.375 ANC BOLTS (4 ) 3/4 (4) -3/ LOAD GROUP HL VI., LL HR VR LIZ DL 0.2 o.8 0.0 -0.21 0.8: 0.0 SNOW _8 7.3 0.0 -2.8 7.31 0.0 LL 2.. i 2.2 5.8, 0.0 0.6 LEQ 0.0: -0.2 -0.3 0.0 -0.2 -0.3 0.21 -0.2 0.0 -0.2 0.2, 0.01 0.0 -0.4 WLI 3.5 9. 3 .0 Udil L 1 1 1 -4. el -1.6 0. 4 1 -4.41 -1.6 0.0 1.41 1.81 0.0 LS 1.4 5.5 5.51 06 0. -1.4 WAD - GRO UP . P DESCRIPTION DL Roof Dead Load SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load (located in peril. plane) EQ Lateral Seismic Load [parallel to plane of frame] , WLl Lateral Primary Wind Load LWL1 Lt)ngitudinal Primary wind Load LS Unbalanced Left Roof Snow Load AS Unbalanced Right Roof Snow Load 4ZIG 47 t? /ko/1 4 0 0 , rF R Z 3: Uj D _3 0 00 CO) a (1) = W CO WO LL CY W Z O ' z H W LLj. 5 C3 U Co 0 LLI u j X LL D Z� co" 0 0 Z Star Building Systems FRAME DESCRIPTION: Us akhanna DATE: `i 1 5 04 PAGE: 1 3 S. "Olowit OV 130F3 ME: ?; ?` + "i -. s-d-'I'a MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID OC-1 I (I I .a:^ ir, and k TIME: (2) Thesc• r are trom loads c!e from the appl :b*n code for design. Seismic loads are limit al'! :nwgnJ!;ca%ion -.;hen so Ihy , is , ons 3 the applicable code o cl the rrsDor.sibi - It is ot the f i ou '- nda on am I-Y th- load factors and load rovib. appropriate for the concrete foundation design. ' REACTION NOTATIONS HL .. - - VL VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN .BASE PLATE 8.01I0.0X0.375 8.0XI0.OX0.375 (4)-3/4 + 1. 0714EQ ANC. BOLTS ( --3/4 LOAD COMB HL HR 1 VR LR GRAVITY LOAD COM131HATION D!. + FWL1 10 3.01 8 D.1 -- -3.01 8. 0 . 0 WIND LOAI-).. COMBINATION I.P. -f SNOW +0. 5LWL1 2.8 5.8 --0.8 -0.8 8 -3.2 -3.5 0.01 - 0.71- 0.0 1 6 - - 1.31 5.9 0.01 -3.21 6.7, 9 0.11 -3.61 -1.61 0.11 -3.61 -1.61 TRANSVERSE KARTHQUAKE LOAD COMBINATION 0.5 0.9 O.OF 0.6 0.0 5 1 0.01 0.61 0.01 -0.51 0.91 0.0 -BASE-ONLY EAR'111QUAKE LOAD COMBINATION '1 0.31 0.41 -0.71 -0.31 0.41 -0.71 AK 5/5/04 Page 11 z w D LY 00 C/) 0 co UJI Uj j CO LL W LL co a LLJ Z P Z 01 W �- w D. D co 0- !- =V ' LL 0: z co Z <100v D!. f- SNOW 3 DL. +2.2LEQ 5 D!, + 1. 0714EQ 6 D:, 1. 0714EQ 8 D!, +WL1 9 D!. + FWL1 10 11:,. + SNOW +0.5WL1 11 I.P. -f SNOW +0. 5LWL1 <100v w ' j Star Building Systems ' j FRAME DESCRIPTION: USE! ME:aehriru;a DATE: > 5:O•1 PAGE: 1-4 : t, .JOB .ME: USER LOAD SCHEMATICS FRAME ID 401 LOCATION: `ra -! 1 in(I AK 5/5/04 Page 12 ( 1 LEQ 0.22 -- This page is for reference only 0.17 0.31 0.88 j 1.59 -- 0.22 ZZ Q � W () 0. NO W= CO LL W Q2 ~ 9- S2 d' W Z 1— 0- Z 1—' W U� 0 On Q H. .W W 2 U. 0, ui Z U =!. O Z Star Building Systems FRAMIE DESCRIPTION: PATH: J: 31cig SUPPORT REACTIONS FOR EACH LOAD GROUP , All reactions aro in kips and kip fti. USEr >IE: i0*.1 DATE: 5!09 PAGE: E'4 1 1109 .ME: 1 FILE: TIME: OS: 1 13 REACTION NOTATIONS I VL V.1 3A 3B LOAD GROUP REACTION TABLE V VR 3C 3D AK 5/5/04 Page 13 EWD(FRAME LINE 3) COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN I INTERIOR COLUMN 2 BASE PLATE 0. 0 (-'Mo. 0 O.OXO.OXO.O O.OXO.OXO.O 0.0X0.0X0.0 ANC. BOLTS (4) 3.`4 M-3/4 (4)-3/4 (4) 3 LOAD GROUP HL VL LL HR ; VR LR Hi i vi Ll H2 V2 62 D 0. 0,112 0. 0.: 0.227 0. 0.' 0.227 0. 0.;. 0.1121 0. L 6. 0.70': 0. 0. 0.707 ------ 0. 0.- 1 770 0. 0.; I.770 0. S 0. 0.884 0. 0.! 0.884 0. 0. 1 2.212 0. 2.212: 0. W-" 0. -1.083 0. 0.;-1.083 0. J-2.100 (J.776 0.1-.2.100- 0.776 W- 0. !.083 0. 0. 0.1-2. -0.776 0..- 2.1001 0. WR WL 0. 0. -1.083 0. 1 .08; 0* 0. 0. - - 0. 0 0.j-1.0831 0. -1.083 0. 0. 1 ! . 0. 0. F 0. -1.037 .944 1.037 -2.944 - 0. 19 5, - 0. 159 0.19 51 0.776 -0.776 - 0 67 . 0. -1.037 -7.944 ' 0.776 1.037 i-2.9411 -.0.776 51 0 0. 1 0.195 1591 * 5 0 0. ER 0. EL - 0. LIJ D C.) 00 0 Cf) Lu, W LL W LL Cf ) W z 0� z ~- W LLJ� 5 U C) Cf) 0 W W X F- LL 0 z CO. D DEAD LOAD LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORC:. FROM THE RIGHT WL WIND FORCF' FROM THE LEFT ER EARTHQUAK-1 FORCE FROM RIGHT EL EARTHQUAKE.. %ORCE FROM LEFT LIJ D C.) 00 0 Cf) Lu, W LL W LL Cf ) W z 0� z ~- W LLJ� 5 U C) Cf) 0 W W X F- LL 0 z CO. Star Building Systems DATE: 5i05'04 PAGE: Ed- 2 FRAME DESCRIPTION: USE! ME:iflr.hanna OK 711 E*..;,) JOB' �J�it- FILE:FE'44B!.D(;l PATH: MAX. SUPPORT REACTIONS FOR LOAD COI-IBINATIONS 11OTES:(1) A 1. reactions are in kips and kip-f�. (2) are from loads from the applicable code for -.SD design. Seismic loads are limit and :naaniiication 11'actors -..,hen so required by �he- seismic p•o•."sions of the applicable code f o: :.SCI 1,) es I c n. it is the responsibility of the foundation designer 1-o apply the 'Load factors and load coirbinat ionn' appropr I iate for the concrete foundation de -sign. TINE:08:17:13 REACTION NOTATIONS AK 5/5/04 Page 14 VL vi V2 VR 3A 3B 3C 3D LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN I INTERIOR COLUMN 2 BASE PLATE O.OXO.OXO.O 0.0X0.OX0.0 O.OXO.OXO.O 0.0X0.0X0.0 ANC. BOLTS 4) -3/4 W -3/4 (0-3/4 (4) 3/4 LOAD COMB HL I VL LL HR : VR I LR H1 V1 Li H2 V2 i L2 GRAVITY LOAD COMBINATION � - F2.4391 9�1 0. f� 0 1 F - 5. 9 2.439 0. 0 1T1ND LOAD COMBTNNr[ON 6 2 5 4 3 0. 0.455 0 9 71 0. -0.9. 0. -.0. 971 0. -0.97V 0. 0.971 0. - 0. - 0.4551 0. 89 0388 0 1.389 . 0.iR 0-� 0. 0 0. 0 -.971 0. 1 . 0.-1.873 0.776 --1.87,76 0.;,' _p 1.037 -2 .717 0. 0.1-0.9711 0. - 1.0371-2.717 0. 0.1 0. 0.1-0.9711 67 -1.0371-2 .717 0. -1.037 1 -2.712 0 0. 0. - n -1-0.9711 0. 0.1-1.873 -0.776 0. - 1. 873 -0.77 TRANSVERSK EAR"1QUAKH LOAD COMBINATION 14 0 0.1121 0. 1 0.1 0.1 - 15 - .1-0.195 0.068 .1951 0.0681 _ - 1 5 0 J_ Q_. 11 0.1 0. 0.195 - 0 2 0 6 8 LOAD CO"BINATXON--])ESCR:EP-Tl-Cff 1 D + S 2 D W+ 3 D %q- 4 D + WR 5 D + WL 6 D + S + 1/2W+ 14 D ER 15 D + EL z Q Z LU 2 D 0 C.) C O . C0 W CO L w LL Q. U W z 0 z F- w W " 2 C0 0 0 F- w w LL 0 z 0 z ENGINEERING AND PRODUCT DATA Mow" �v:��WEp� P NcE co CODE p AG AV STAR BUILDING SYSTEMS Z w c) 00 U ) 0 U) w w u- w 0 u Q U W z = r F- 0 z F- W W L) U) 0 0 F- W w X C ) LL 0 .z . w W 2 F- Z Tom ® May 06, 2004 STAR BUILDING SYSTEMS P. O. Box 94910 Oklahoma City, OK 73143 -4910 405- 636 -2010 FAX 405 - 636 -2419 GENERAL STEEL CORPORATION Z ATTENTION: JORDAN BLUM z 1075 S YUKON STREET SUITE 250 w LAKEWOOD, CO 80226 v Subject: DEL KRALMAN N o TUKWILA, WA to w (A) STB 27' -0" x 36' -0" x 10' -0" Is 2@18'-0", Bay Spacings — o LL Star Job Number 10 -B -87197 Gentlemen: U- This is to certify that materials for the subject structure have been designed in w accordance with the order documents, specifically as shown per the attached Z X Engineering Design Criteria Sheet. 1-0 Aspects of code compliance as related to use or occupancy, such as sprinkler LU j o requirements, are not addressed by these documents. N s The materials for this building have been designed in general accordance with the 9th .o -- w # edition, AISC Steel Construction Manual and 1996 AISI Cold Formed Steel Design 3: v Manual with 1999 addendum. i u. o Star Building Systems is certified by AISC in Category MB. These structural components N ! have been designed at the Oklahoma City, OK, facility and will be fabricated at one or o more of the following AISC certified locations: Monticello, IA; Lockeford, CA; Elizabethton, Z TN; Columbus, MS; or Rocky Mount, NC. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. i This certification does not cover field modifications or the design of materials not I furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. The undersigned is not the engineer of record for the overall project. Cordially, STA- � O IL .Y. S Ma ` falstfgr_Meta(- Buildings a ,f�orts'on `;Ceco'�oYnpany anager= pfngine:ering /nl 8600 South Interstate 35, Oklahoma City, -73 -149 —` t: i; >E J EEL coRrowAnoN STRUCTURAL CALCULATIONS CUSTOMER DEL KRALMAN JOB NO. 10 -B -87197 TABLE OF CONTENTS z ~ w UQ N CO) Lu J � LL. w LL u- Q T N /y ' i V � W. Z F— F- O z F— w Do U O N 0 H w w H c.). L o . z. w U = O , ~ z PAGE NO. DATA SHEET I DESIGN SUMMARY REPORT 4 BUILDING SKETCH 7 FRAME PROFILES AND REACTIONS 9 SPECIAL DETAILS N/A SEISMIC CALCULATIONS 15 SHADOW LOAD CALCULATIONS N/A MEZZANINE CALCULATIONS N/A RUNWAY BEAM CALCULATIONS N/A SPECIAL CALCULATIONS N/A COMPUTER GENERATED REPORTS N/A TECHNICAL DATA N/A z ~ w UQ N CO) Lu J � LL. w LL u- Q T N /y ' i V � W. Z F— F- O z F— w Do U O N 0 H w w H c.). L o . z. w U = O , ~ z AK 5/5/0•, Wage 1 a Z J U. UO. y0 W =. J U) U. W O U. Q z a �W Z= F- HO Z I_ W U j 7 p O W H IL O lil Z U= O ~� Z Star Building Systems Engineering Services Design Criteria Job Number: 10 -B- 87197 Engineer: AK Building Code UBC 1997 Building End Use COMBYERCIAL Classification of Building Normal Impact Loads None Dead Load (Star material) 1.7 psf (Average weight of panels and purlins) Collateral Loads 0.0 psf (total) Sprinkler 0.0 psf Ceiling (non - plaster) 0.0 psf Lights 0.0 psf Other 0.0 psf Fixed Service Equipment None Designed Roof Live Load 20.0 psf (Purlins) Column Lines 1 -3 20.0 psf (Frames) Ground Snow Load 35.7 psf Snow Exposure Factor 0.7 Normal Importance Factor 1 Roof Snow Load 25.0 psf Wind Speed 80.0 mph Wind Provision UBC 1997 Building Designed Enclosed Wind Exposure C Importance Factor 1 Seismic Zone 3 Zone Factor Z 0.3 Ca 0.36 Transverse R 4.5 Perpendicular to eave Longitudinal R 5.6 Parallel to eave Soil Profile Sd The following seismic force resisting systems are used: Ordinary steel moment frames at column lines 1 -2 Ordinary steel braced frames at column lines 3 Ordinary steel braced frames at sidewalls A & C a Z J U. UO. y0 W =. J U) U. W O U. Q z a �W Z= F- HO Z I_ W U j 7 p O W H IL O lil Z U= O ~� Z i I i i i i i AK 5/5/G Wage 2 "Bracing size" as noted on Engineering documents and Erection drawings denotes thread diameter for rod bracing and wire strand cable diameter for wire strand cable bracing. Bolted joints with A325 Type 1 bolts greater than 1/2" diameter are specified as pretensioned joints in accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000 ". The turn -of -nut method of tightening is recommended. Field located framed openings shall be located in the bay and elevation as documented in the order documents and as shown on the erection drawings. Installation of the framed openings at different locations may void the warranties and certifications as they apply to the materials supplied by building manufacturer. The cutting or removal of girts shown on the erection drawings due to the addition of open areas, framed openings, or doors not shown may void all warranties and certifications supplied by manufacturer as they apply to this condition. The manufacturer has not designed the structure for snow accumulation loads due to drifting or sliding snow from adjacent buildings. Z =Z Q � W WD JU UO Cl) J � N W WO U. Q: N _ W ZH � Z 1- W LLJ Dp U O CO � H WW LL: O: 111 Z O Z AK 5/b/04 Page 3 The material supplied by Star has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame lateral deflection for wind loading is based on a 10 year mean occurrence wind interval. Roof Purlins Wall Panels Live L / 150 Total Wind L / 90 Snow L / 150 Wall Girts Wind L / 120 Total Wind L / 90 Total Gravity_L / 150 Endwall Columns Total Uplift_L / 120 Total Wind L / 90 Frame /Portal Frame Deflection Roof Rafters Frame Live H / 90 Live L / 180 Frame Snow H / 90 Snow L / 180 Frame Wind H / 50 Wind L / 150 Frame Seismic H / 50 Total Gravity_L / 180 Frame Crane H / 0 Total Uplift_L / 150 Frame Total Wind H / 50 Frame Total Seismic H / 50 Roof Panels Frame Total Gravity H / 90 Live L / 150 Portal Total Wind H / 60 Snow L / 150 Portal Total Seismic_H / 50 Total Uplift_L / 120 The frame lateral deflection for seismic loading is the static elastic deflection as defined by chapter 1630.9.1 of the 1997 Uniform Building Code (UBC) All the deflection and sidesway limits indicated are at service loads. Z M W UO CO o. W= J F.. U 0 , U- Q N :3 _ CY, �. W ZH 1— O z UJ W �5 U� ON � H W LU H u. O L11 Z U =; O Z I AK 5/5/04 Page 4 Star. Building Systems, OKC, OK User: akhanna Message Program - Version 2.2 Job Number: 87197A Design Summary Report run01 Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:19 J:\ Active \ENG \10 - 87197 \ver01- akhanna \Bldg A \run ------------------------------------------------------------------------- - - - - -- MAIN B U I L D I N G D E S I G N SUMMARY R E P O R T BUILDING DATA Live Load: 20.00 psf STB 27'0 x 36'0 x 10'0 1.:12 Tributary Check: . NO Bays: 2 @1810 Ground snow: 35.71 psf Building Code: UBC 1997 Roof Snow Load: 25.00 psf Wind Exposure Category: C Wind Load: 80.00 mph Seismic Zone: 3 ---------- - - - - -- Dead - Load: 1.67 psf -------------------------------------- --------------- - -- PANELS - - - -- Roof: SDR 26GA GALM Wall: SDW 26GA WHITE (DURA - RIB) (DURA - RIB) PURLINS - - -- Plane RPA :2 @3.6544 5 1.1912 PURLINS - - -- Plane RPC :2 @3.6544 5'0 1.1912 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations Exten Exten Stiff 1 18.000 8.5Z57 PURLIN None S 0.000 1.083 C Left 2 18.000 8.5Z57 PURLIN None C 1.083 0.000 S Right Plane(s) RPA Purlin Anchorage Hdwe @ 4 @ Frame Lines: 1 -3 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations Exten Exten Stiff --------------------------------------------------------------------- 1 18.000 8.5257 PURLIN None S 0.000 1.083 C Left 2 18.000 8.5Z57 PURLIN None C 1.083 0.000 S Right Plane(s) RPC Purlin Anchorage Hdwe @ 4 @ Frame Lines: 1 -3 STRUTS PLANES SWA - - -- 8.5E92 ES @ Bays 1 - 2 STRUTS PLANES SWC - - -- 8.5E92 ES @ Bays 1 - 2 BRACING - - -- Roof: 1 bays rods Plane SWA 1 bays rods Plane SWC 1 bays rods Plane EWB :End Frame Plane EWD : 1 bays rods Z H' W � � JU 0 moo co W W = H CQ W W } O } J U- Q :0 d = W I- O Z F- W W UO O N O I- W W H� - O' 111 Z U- O Z AK 5/5/04 Page 5 Star Building Systems, OKC, OK User: akhanna - Message Program - Version 2.2 Job Number: 87197A Design Summary Report run01 Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:19 J:\ Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg- A \run0l\ ------------------------------------------------------------------------- - - - - -- SIDEWALL GIRTS - - - -- PLANE SWA - - -- ( 0.0" Inset columns ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft -in) (ft) Identification Locations Exten Exten 1 7 18.000 8.5Z57 GIRT None S 0.000 0.000 S 2 7'4 18.000 8.5Z57 GIRT None S 0.000 0.000 S PLANE SWC - - -- ( 0.0" Inset columns ) Bay Elev. Length Member Size Brace L Lap R Lap it (ft -in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 7 18.000 8.5Z57 GIRT None S 0.000 0.000 S 2 7 18.000 8.5257 GIRT None S 0.000 0.000 S ENDWALL PLANE EWB - - -- Non - Expandable Frame (STB ) GIRTS - - - -- ( FLUSH ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft -in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 7'4 27.000 8.5Z88 GIRT F.O. S 0.000 0.000 S 1 8'10 * * ** 27.000 8.5288 GIRT None S 0.000 0.000 S * * ** Provide 8.5Z88 Reinforcina Girt COLUMNS - - - -- <NONE FOR THIS WALL LOCATION> ENDWALL PLANE EWD - - -- ColdFormed type -I (PB) RAFTERS - - - -- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 8.5075 6.316 0.000 6.316 connections... Left: Type -II DSA Right: Type -II DSA 2 .8.5C75 6.523 6.316 12.838 connections... Left: Type -II DSA Right: Peak Splice 3 8.5C75 6.523 12.838 19.361 connections... Left: Peak Splice Right: Type -II DSA 4 8.5C75 6.316 19.361 25.677 connections... Left: Type -II DSA Right: Type -II DSA Type -II DSA = ( 6) -1/2" A307N bolts 0.178" Double Shear Angle Peak Splice = ColdFormed Peak Splice Plate conn. Z Z: W QQ � JU 0 0 (D 0 J � CO W W O UQ N �. _ Cy F. W Z= F- O . Z F- W W U �. O N, WW O LLI Z. U CO) F- O Z M r-. AK 5/5/04 Page 6 Star Building Systems, OKC, OK User: akhanna Description Message Program - Version 2.2 Job Number: 87197A Design Summary Report run01 Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:19 J:\ Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg A \run ------------------------------------------------------------------------------- & bolts 3A Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 12.309 FB =S -TYPE w /(4)- 0.75" A307 3B PLANE SWC: 12.309 FB =S -TYPE GIRTS - - - -- ( FLUSH ) w /(4)- 0.75" A307 3C Bay Elev. Length Member Size Brace L Lap R Lap it (ft -in) Identification Locations - Exten Exten - (ft) 1 7'4 7.000 8.5Z57 GIRT None S 0.000 0.000 S 2 7 13.000 8.5257 GIRT None S 0.000 0.000 S 3 7 7.000 8.5257 GIRT None S 0.000 0.000 S COLUMNS - - - -- ( 0.0" Inset columns Col Description Base plate design information it Member Size Ident. Thickness & bolts 3A 8.5C75 (2) -Clips w /(4)- 0.75" A307 3B 8.5C75 (2) -Clips w /(4)- 0.75" A307 3C 8.5C75 (2) -Clips w /(4)- 0.75" A307 3D 8.5C75 (2) -Clips w /(4)- 0.75" A307 FRAMES - - - -- Type Span Live Wind Eave Trib Frame Lines STB 27.000 20.00/ 80.00 10.00/ 17.24 1 -2 FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 7'0 x 8'0 8.5C75 Ptd EWB 1 3 1 13 x 8 8.5C75 Ptd EWB 1 11 Z �Z W Q � W =' U O C0 Uj J = H CO) U 0 LL Q C0 �. = O` W Z� i— O Z 2 5 U� O -. � H W W H C.). LL —0" tll Z U= O Z Strut key: x= double Z, xx= triple Z, o =pipe DMS rirlvm3QIS Builder 01 1 9E GENERAL STEEL CORPORAT_IO 0.8T 0'8T Job No: 87197A run01 4 -Z.1 p Version: ver01- akhanra Date Wed May 5 08:17:20 2004 $Z , - -- - - - - -- - ------------- - - - - -- 8'10 7'4 C+7 z 0 : N � J r t' o M D7 0 N N B A 0 r -1 1. f IL I - -- -- < 2 � -------------- - - - - -- o ( d 1'2 Owner 18 18'0 GENERAL STEEL CORP. TUKWILA WA 98188 361 P.O. M11899 SIDEWALL SWA NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS THE CLEAR NT THIS NOTICE IT IS DUE TO THE QUALITY A 3 w a 3 q z W D cn 0 c.Q (D a . Y St i • sr. � r . ,rt�.�: NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS THE CLEAR NT THIS NOTICE IT IS DUE TO THE QUALITY A 3 w a 3 q z W D cn 0 c.Q (D a AK 5/5/04 Page 8 COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions 2. List of load combinations used for design 3. Maximum reactions SPECIAL NOTES: NOTE #1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation are to be determined by the foundation engineer. NOTE #2: Individual Longitudinal seismic loads (LEQ) do not include Sa amplification factor. The combined load combinations include Q x LEQ combination for the design of anchor bolts embedment only (Not for foundation design) NOTE #3: Individual Transverse seismic loads (EL &ER) at lines (3) do not include Q amplification factor. Z z� �w JU 00 CO �. J = F N U w Ua �D i w. Z = �o Z� UJ U ON o1-- wW �O w Z CO o~ Z Star Building Systems FRAME DESCRIPTION: USER.NAME:akhanna 1 07 DATE: 5/ 5/04 TIME:08:24:05 PAGE: 1 -1 ' 8600 S. I -35, Oklahoma City, OK .73149 srlo 27./10./21.549 20./80./35.71 JOB NAME:87197A FILE:framgll- 2_d.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 1,2 STANDARD NOTES: , WEIGHT: 691 lbs DETAIL FILE: 10- B- 87197 \ver01- akhanna \Bldg- A \Drftg \xO1L (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5 " -Z 2 @3' -7 7/8 ",5' 6.0X0.375 6.0X0.375 GIRTS (vert. from floor):8.5 " -Z 7 -4 "(FLUSH) N/A 6.0x0.375 l.V1Y1Yb1.11V1Y LG1lilL.7 ILocationi 1 I 2 1 07 4 5 Web Dep. 9.5 9.5 N/A 9.5 9.5 Type BASE HORZ STF CAP (EXT) 2E /2E 2E /2E Pla te(DN) 8.0X0.375 2.25X0.25 5.0X0.25 6.0X0.375 6.0X0.375 Plate(UP) NIA I N/A N/A 6.0x0.375 6.0X0.375 Bolts (4) -3/4 N/A N/A (8) -3/4 (8) -3/4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR fiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. aj CD - 1 Star Building Systems FRAME DESCRIPTION: USER . iE:akhanna DATE: 5/ 5/04 PAGE: 1 -2 8600 '8. I -35, Oklahoma City, OK 7314 srlo 27 ./ 1 0./ 2 1.54 9 20./80. JOB NAME:8719 FILE:framgll- 2_d.fr SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 1,2 NOTE: All reactions are in kips and kip -ft. TI14E:08:24:05 REACTIO** unmsmsrnsc HL -- I VL LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.0X10.0X0.375 8.0X10.0X0.375 ANC. BOLTS (4) -3/4 (4) -3/4 LOAD GROUP HL VL LL HR VR I LR DL 0.2 0.8 0.0 -0.2 0.8 0.0 SNOW 2.8 7.3 0.0 -2.8 7.3 0.0 LL 2.2 5.8 0.0 -2.2 5.8 0.0 LEQ 0.0 -0.2 -0.3 0.0 -0.2 -0.3 EQ -0.2 -0.2 0.0 -0.2 0.2 0.0 WL1 -3.5 -4.3 0.0 -0.4 -2.8 0.0 LWL1 -0.4 -4.4 -1.6 0.4 -4.4 -1.6 LS 1.4 5.5 0.0 -1.4 1.8 0.0 RS 1.4 1.8 0.0 -1.4 5.5 0.0 DL Roof Dead Load SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load [located in perp. plane) ! EQ Lateral Seismic Load [parallel to plane of frame] ! WL1 Lateral Primary Wind Load j LWL1 Longitudinal Primary Wind Load LS Unbalanced.Left Roof Snow Load RS Unbalanced Right Roof Snow Load AK 5/5104 Page 10 Z . Q � W WD JU UO N 0 W= J H Co LL WO 9 LL a N D W f Z :r H- O Z F-- W �p O 0 !- W �. O: .. Z U S. O Z Star Building Systems FRAME DESCRIPTION: USER`. 6:akhanna DATE: 5/ 5/04 PAGE: 1 -3 8 600.S. 1 -35, Oklahoma C ity, OK 73149 srlo 27./10. /21.549 20./80 J N AME:8 7197 A F ILE:framgll- 2_d .fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 1,2 NOTES:(l) All reactions are in kips and kip -ft. TIME:08:24:05 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTAfPTONC HL I VL LOAD COMBINATION MAXIMUM REACTION TABLE i - __ VR COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX10.OXO.375 8.OX10.OXO.375 ANC. BOLTS (4) -3/4 (4) -3/4 LOAD COMB HL I VL I LL HR VR I LR GRAVITY LO COMBINATION 1 1 3.01 8,711 0.0 -3.01 8.11 0.0 WIND LOAD COMBINATI 11 2.8 5.8 -0.8 -2.8 5.8 -0.8 8 -3.2 -3.5 0.0 -0.7 -2.0 0.0 10 1.3 5.9 0.0 -3.2 6.7 0.0 9 - 0.1 -3.6 -1.6 0.1 -3.6 -176 TRANSVERSE EARTHQUAKE LOAD COMBINATION AK 5/5/04 Page 11 z Z : M W JU UO N 0 W= J F- N LL. W }} } �Ei !L Q N d LLJ z 1- I- O z F_ W U 0 , 0 H. WW LL �. O .. z W N O z 5 1 0.01 0.6 0.0 .9 -0.51 0.91 0.0 'BASE - ONLY' EARTHQUAKE LOAD COMBINATION 3 1 0.31 0.4 -0.7 -0.31 0.4 -0.7 T, �Q8lL�0�B .�IV�►T191V��CRI��_Qiti 1 DL +SNOW 3 DL +2.2LEQ 5 DL +1.0714EQ 6 DL - 1.0714EQ 8 DL +WL1 9 DL +LWL1 10 DL +SNOW +0.5WL1 11 DL +SNOW +0.5LWL1 AK 5/5/04 Page 11 z Z : M W JU UO N 0 W= J F- N LL. W }} } �Ei !L Q N d LLJ z 1- I- O z F_ W U 0 , 0 H. WW LL �. O .. z W N O z Star Building Syst FRAME DESCRIPTION: USER ;:akhanna DATE: 5/ 5/04 PAGE: 1 -4 8600 S. 1 -35, Oklah City, OK 73149 srlo 2 20./80 J NAME:87197A FILE:f 2_d.fr USER LOAD SCHEMATICS A FRAME ID #01 LOCATION:frame lines 1,2 NOTE: All user loads are in kips and kip -ft. TIME:08:24:05 it I [ 1 ] LEQ [2] LWLl a .17 0.31 1.59 -- 0.22 AK 515/04 Page 12 This page is for reference only Z �= Z W D UO N 0: J H CO W W F }- U. Q Z CY W Z� I— O Z H W U0 :O N` 0 E—' W W S O L1J Z O H: Z Star Building Systems FRAME DESCRIPTION: USER 1:akhanna DATE: 5105/04 PACE: EW -1 8600 S. I -35, Oklahoma City, OK 73149 Endwall EWD JOB NiunE:87197A FILE:REW4BIfDG1 PATH: J: \Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg- A \run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -Et. TIME:08:17:18 REACTTna UNPATT(1 IQ VL Vl V2 VR s 3A 313 3C 3D 'i LOAD GROUP REACTION TABLE AK 5/5/04 Page 13 EWD(FRAME LINE 3) COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 _ BASE PLATE O.OXO.OXO.0 O.OXO.OXO.0 O.OXO.OXO.0 O.OXO.OXO.0 ANC. BOLTS (4) -3/4 (4) -3/4 (4) -3/4 (4) -3/4 LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 D 0. 0.112 0. 0. 0.112 0. 0. 0.227 0. 0. 0.227 0. L 0. 0.707 0. 0. 0.707 0. 0. 1.770 0. 0. 1.770 0. S 0. 0.884 0. 0. 0.884 0. 0. 2.212 0. 0. 2.212 0. W+ 0. -1.083 0. 0. -1.083 0. 0. -2.100 0.776 0. -2.100 0.776 W- 0. -1.083 0 . 0. -1.083 0. 0. -2.100 -0.776 0. -2.100 -0.776 WR 0. -1.083 0 0. -1.083 0. -1.037 -2.944 0.776 1.037 -2.944 0.776 WL 0. -1.083 0. 0. -1.0831 0. 1.037 -2 .944 -0.776 1.037 2.944 0.776 ER 0. 0. 0. 0. 0.1 0. -0.195 -0.159 0. -0.195 -0.159 0. EL 0. 0. 0. 0. 0.1 0. 0.195 -0.159 0. 0.195 -0.159 0. zQp►D_v�c1�z��t D DEAD LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT z '~ w u� D UQ CO) J = C0 U_ w� LL Q = a �W z F- F- O z 1_ W � Q L) O- W H (.5. L 0. .z . w U= z GRAVI LOAD COM 1 0.996 0.i 0.1 0.9961 0.1 0. 2.439 0.1 0. 1 2.439 W WD LOAD rOMBINATION AK 5/5/04 Page 14 COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE O.OXO.OXO.0 O.OXO.OXO.0 O.OXO.OXO.0 O.OXO.OXO.0 ANC. BOLTS (4) -3/4 (4) -3/4 (4) -3/4 (4) -3/4 LOAD COMB HL I VL I LL _ HR I VR I LR H1 V1 L1 H2 V2 L2 6 0. 0.455 0. 0. 0.455 0. 0. 1.389 0.388 0. 1.389 0.388 _ 2 0. -0.971 0. 0 . -0.971 0. 0. -1.873 0.776 0. -1.873 0.776 5 0. -0.971 0. 0. -0.971 0. 1.037 -2.717 0. 1.037 -2.717 0. 4 0. -0.971 0. 0. -0.971 0. -1.037 -2.717 0. -1.037 -2.717 0. 3 0. -0.971 0. 0. -0.971 0. 0. 0. -1.873 -0.776 'TRANSVERSE EART11QUAKE LOA COMB INATION 14 0. 0.112 0. 1 01 00112 0.1-0.1951 0.068 OT001951 0.068 0. r 15 r 0.1 0.1121 0.1 0.1 0.1121 0.1 0.1951 0.0681 0.1 0.1951 0.0681 0. I, QP.�QNBINATS.QN�.Ef,�CBI�T.I.ON 1 D + S 2 D + W+ 3 D + W- 4 D + WR 5 D + WL 6 D + S + 1 /2W+ 14 D + ER 15 D + EL I. Star Building Systems FRAME DESCRIPTION: USER ME:akhanna DATE: 5/05/04 PAGE: DJ-2 8600 S. I -35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:87197A FILE:RE1 PATH: J:\ Active \ENG \10 -B- 87197 \ ver01- akhanna \Bldg- A \ run0l\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES:(1) All reactions are in kips and kip -ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:08:17:18 REACTTeW 1Jf1TSTTnW_C IVL 1 Vl � r V2 1 VR 3A 3B 3C 3D LOAD COMBINATION MAXIMUM REACTION TABLE z Z '~ W a � JU U O. Ua CO) LLJ J N LL WO 9 -J: LL a C� �W Z = F- i- O W LU Dp U O N � 1- W W. H �. LL -O .Z W U =. O H Z r Star Building Systems, OKC, OK User: akhanna AK 5/5/04 Page 15 = 2.229 R -Frame Design Program - Version 0311.17 Job : 87197A Col. Crane Weight Seismic Summary Report File: framgll- 2_d.fra Date: 5/ 5/04 = 2.229 kips srlo 27./10./21.549 20./80./35.71 Start Time: -------------------------------------------------------------------------------- 08:24:05 Seismic Coeff. Main Seismic Force Resisting System Per FRAME LINE 1 -2 ------------------------------------- BASE SHEAR I i i i Q Uniform Building Code = Z 1997 Edition W D Standard Use Category Building for Seismic Loadings U O S eismic Zone ........................ ............................... 3 Cl) p Seismic Earthquake Loads Required for Building ..................... Yes COW Seismic Zone Factor [Z] ............. ............................... 0.3000 _J H Soil Profile Type ................... ............................... SD N LL O Seismic Numerical Coefficient [R] ... ............................... 4.5000 W Seismic Importance Factor [I] ....... ............................... 1.0000. Storage or Warehouse Building ....... ............................... No LL Q, Seismic Story Height [hn] (feet) .... ............................... 10.0000 D Seismic Structural Period (T] (seconds) ............................ 0.1968 Z W Seismic Coefficient [Ca] ............ ............................... 0.3600 Z �: Seismic Coefficient [Cv] ............ ............................... 0.5400 O Seismic Coefficient [Ct] ............ ............................... 0.0350 Z F-' Seismic Near - Source Factor [Na] ..... ............................... 1.0000 LU W Seismic Near - Source Factor [Nv] ..... ............................... 1.0000 =) p Seismic Force Amplification Factor [OMEGAo] ........................ 2.8000 00 O Seismic Redundancy /Reliability Factor [rho] ........................ 1.5000 F+- Building Height Limit (feet) ........ ............................... 160.0000 W W Seismic Story Limit Factor .... ............................... No Limit H Seismic Story Drift Limit ........... ............................... No Limit LL O• Seismic Coeff. [Cw] for Design Base Shear Equation: V = Cw W ....... 0.2000 Z U U) Roof Dead Load = 1.712 DI Wall Weight = 0.517 Z Collateral Load = 0.000 Snow Load = 0.000 Rafter Crane Weight = 0.000 ------------------------------------- Total Roof Weight = 2.229 kips Total Roof Weight = 2.229 { Mezznine Weight = 0.000 Col. Crane Weight = 0.000 TOTAL Bldg Weight = 2.229 kips X X Seismic Coeff. = 0.2000 ------------------------------------- BASE SHEAR I i i i = 0.4458 kips )1 i I Star Building Systems, OKC, OK User: akhanna AK 5/5/04 Page 16 Bracing Design Program - Version 2.2 Job Number: 87197A Design Summary Report run01 Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:12 * 3:\ Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg- A \run01\ * * * ** TRANSVERSE BRACING DESIGN * * * ** FRAME LINE 3 STABILITY BRACING AT MAIN BUILDING ENDWALL PLANE EWD Loading Condition Horizontal Force --------------------------------------- - - - - -- ------------------ 1) Lateral Wind Load 1 from SWA to SWC 1.037 2) Lateral Wind Load 1 from SWC to SWA 1.037 3) Lateral Seismic from planes SWA to SW 0.909 Weight (W) 4) Lateral Seismic from planes SWC to SW 0.909 Weight (W) kips Using 0.5000" RODS in endwall module [ 21 from left to right Width= 13.000 feet Left Height= 10.583 feet Right Height= 10.583 feet Load Horz. Design Force Active Rod Design Tensile Force Tensile Force Cond This set of X- Bracing Vert. Rise Length Applied Capacity 1) 1.037 10.583 16.763 1.337 5.616 2) 1.037 10.583 16.763 1.337 5.616 3) 0.400 10.583 16.763 0.516 7.160 4) - -- 0400 - - - - -- -- 10583 -- 16.763 0.516 ---- 7�160 kips feet feet kips kips Z iH Z w W QQ �. W� U O � 0 W= j U) LL W O 5 LL Q N �. = a _' Z F- Z 0: W O N O F- WW LL. O. .Z W co Z r r Star Building Systems, OKC, OK User: akhanna AK 5/5/04 Page 17 Bracing Design Program - Version 2.2 Job Number: 87197A Design Summary Report run01 Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:11 * J:\ Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg- A \run01\ ------------------------------------------------------------------------------- **** MAIN BUILDING ROOF LONGITUDINAL BRACING DESIGN * * ** ROOF STRUT LOADING AND FORCE TRANSMISSION Main Seismicforce- resisting system per: Uniform Building Code 1997 Edition Longitudinal seismic loading case 1 (PLANE EWB endwall to opposite endwall is force direction) Soil Profile Type .................... ............................... Sd Seismic Coefficient ( Cv) ............. ............................... 0.54 Seismic Coefficient ( Ca) ............. ............................... 0.36 Building Period for MRF ( T) .......... ............................... 0.205 Building Period for CBF ( T) .......... ............................... 0.117 Building Period for EBF (T) ......................................... 0.175 Seismic Reliability /Redundancy Factor ............................... 1 Zone force factor "Z" for Seismic ZONE 3 ............................ 0.3 Seismic importance factor (I) for standard occupancy structures..... 1 Seismic importance factor (Ip) for standard occupancy structures.... 1 Building minimum longitudinal R value ............................... 5.6 Building minimum transverse R value .. ............................... 4.5 Roof dead load included in Seismic force "W" (psf) .................. I 3.668 Roof Brace External loading via via available strut - - -- spans - -- applied to strut line bracing diaphragm - - - -- ------------ - - - - -- --- - - - - -- --- - - - - -- diaphragm --- - - - - -- ------ PLANE RPC: 1 0.495 TOTAL X 1.00 = 0.495 0.016•@ FRAME LINE 1, 3 0.231 @ BAY 1, 2 7.000' Transfered = 1.419 0.163 NONE NONE 2 1.419 TOTAL X 1.00 = 1.419 0.049 @ FRAME LINE 1, 3 0.660 @ BAY 1, 2 13.000' Transfered = 0.000 NONE NONE NONE 3 1.419 TOTAL X 1.00 = 1.419 0.049 @ FRAME LINE 1, 3 0.660 @ BAY 1, 2 7.000' Transfered = 1.419 0.163 NONE NONE 4 0.495 TOTAL X 1.00 = 0.495 0.016 @ FRAME LINE 1, 3 0.231 @ BAY 1, 2 PLANE RPA: Weight (W) <1> --- - - - - -- - - - -- --------------------- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- <1> - Using Eq(30 -5) V= (2.5CaI /R)W; R =5.6 Roof bracing load E =rhoV; rho =1.00 Roof Combination (E/1.4) Z �Z W, JU U N -J N LL WO L Q c o = W" Z �.. F- O Z F-- W U� O N" O F- W W. �U �O UI Z O Z i f {l Y Z QQ iH- W � JU UO Co 0 J �- U LL W O' U- - d = W Z �. F- O Z !-- W � Q U O N 0 I— WW ~ t= ti O LLi Z U N O Z AK 5/5/04 Page 18 Star Building Systems, OKC, OK User: akhanna Bracing Design Program - Version 2.2 Job Numner: is /1y /A Design Summary Report run0l Date: 05/05/04 Manufacturing Plant - Monticello, IA Start Time: 08:17:11 * J:\ Active \ENG \10 -B- 87197 \ver01- akhanna \Bldg- A \run0l\ ------------------------------------------------------------------------------- * * ** MAIN BUILDING SIDEWALL LONGITUDINAL BRACING DESIGN * * ** WALL STRUT LOADING AND FORCE TRANSMISSION Wall Brace External loading via via available strut elev applied to strut line - bracing - - - - -- diaphragm --- - - - - -- diaphragm --- - - - - -- - - - - - -- - - - -- ------------ -- - -- PLANE SWC: Line 1 1.419 Transfered from roof Tier 1 10.00 0.495 TOTAL X 1.00 = 0.495 0.016 @ FRAME LINE 1, 3 0.231 @ BAY 1, 2 Transfered = 1.914 0.308 NONE NONE Weight (W) <1> - -- --- - - - -- --- - - - - -- --- - - - - -- - - - -- --------------------- - - - - -- --- - - - kips kips - kips kips <1> - Using Eq(30 -5) V= (2.5CaI /R)W; R =5.6 Wall bracing loads Em =AoV; Ao =2.2 Amplification Factor Wall Brace External loading via via available strut elev applied to strut line bracing - - - - - -- --- - - - - -- diaphragm --- - - - - -- diaphragm --- - - - - -- --- - - - -- - - - -- --------------------- PLANE SWA: Line 4 1.419 Transfered from roof Tier 1 10.00' 0.495 TOTAL X 1.00 = 0.495 0.016 @ FRAME LINE 1, 3 0.231 @ BAY 1, 2 Transfered = 1.914 0.308 NONE NONE Weight (W) <1> kips kips kips kips <1> - Using Eq(30 -5) V= (2.5CaI /R)W; R =5.6 Wall bracing loads Em =AoV; Ao =2.2 Amplification Factor {l Y Z QQ iH- W � JU UO Co 0 J �- U LL W O' U- - d = W Z �. F- O Z !-- W � Q U O N 0 I— WW ~ t= ti O LLi Z U N O Z ��IILA, .. O i Q� r •O � W V' s ' ' 1908 Ft( August 24, 2004 Mr. Del Kralman 4430 South 158`" Street Tukwila, WA 98188 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -295 Kralman Residence — 4430 South 158` Street Dear Del: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 13, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Plannine Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, V pen: 0`1 Stef ani Permit Technician Enclosures File: Permit File No. D04 -295 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 tn.. :., :h; i: .,A:, +++r;ii '.:ti.>. +ihF3 .Frtz :.{a'ir.;, isdl•y:• +'.:;:Ar;L'S1�: �1: a. r7�'•' w. �' z. i; rr' ti�kttr4�,'u:a:r: +�+ti"r�:iii:Y rJ i�w.i',4u? »i .t.±ww...:c.s,.. Y��.u...,.�...._... city of Tu kwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Z y� Z . �/ W t JU UO U 0 J = N CO U- W } O } J u_ Q N Co = W ZH HO W �p UJ U O - � I- W W ~ I tL O .. Z W U= ~O �- Z i vJ ILA Cit o f Tukwila •; J O = Department of Community Development •••....... 1908 MEMO From: Brandon J. Miles, Assistant Planner M RE: D04 -295 DATE: August 17, 2004 Steve Lancaster, Director Planning has deemed the above application incomplete. The following items need to be addressed and /or submitted. 1. Provide the building footprint for the existing house, covered deck, and covered deck. 2. The site map is not to scale, either provide a site map or dash in the distances that the new garage will sit from the property lines. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor z � u� D . UO moo. CO J N L w L L LU = z P . 1- o Z F-: W U W w. U � 0 LLi z ' U CO) 0 Z July 03, 2004 CITY of TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 f Tukwila, WA 98188 REGARDING Building Code Change Site Location: 4430 South 158th Street, Tukwila, Washington Attention: Ken Nelsen Dear Mr. Nelsen, The purchase of this building was made on October 13, 2003; see attached copy of the original Purchase Order. The time laps was due to completing the engineering which was finalized to the present state as of July 2, 2004 which was the date I finally received the Engineered Foundation Plan requested by your Department on June 15, 2004 to complete the package for permit presentation. On my visit with you on July 2, 2004, I was informed that I still need "connection details" before the plan could be submitted. Since the code was changed to the International Code (July 1, 2004), that made my plans became obsolete. I now respectfully request that you to consider allowing the plans to be viewed under the 97 Code, as per our conversation on July 2, 2004. The building materials are scheduled for delivery on July 15, 2004 and is "Not Cancelable." Therefore, I desperately need your help on this. Thank you in advance for your assistance and consideration in this matter. Sincerely, Del Kralman 4430 South 158" Street Tukwila, WA 98188 206 244 -7579 pECEIVEb Off Y OF TUKWIL.A AUG 1 3 2004 F)ERMI.Y DENTED pbzte 20ir Z �Z w JD 00. Cl) C0 W J = I-- N U. w U. N =w zx �O Z F- 25 D ON o�- w U- O w z X' z } 09/03 ■ C 00 , 0111offmN ORDER NUMBER: BUYER: .7r7k 1 M V ( Res ADDRESS: 1075 S. Yukon St. Ste. 250 Lakewood, CO 80226 (303) 9044837 aO (o- 311 79 CITY: IuTv Wtu4 COUNTY: -- STATE: WA 21P: IM YOUR STEEL BUILDING SPECIFICATIONS STRAIGHT WALL: _�_ PITCH: 1 :12 LOAD: ROOF IS GROUND WIND _ 70 ___ WIDTH: al LENGTH: _ HEIGHT: _10 GAUGE: Ao COLLATERAL: COLOR: WALLS: lk Gczx TRIM: W K M ROOF: GALVALUNF® STRAIGHT WALL BUILDING a t ?S 7� {t� ALL S7t C. }L1Y # '7831 mac WINDOWS: DOORS: INSULATION: FIBERGLASS SKYLIGHTS: VENTS: FRAMED OPENINGS: SERVICE DOORS: FOUNDATION DESIGN: ENGINEERED CALCULATIONS: WEATHERSTRIPPING: NUTS, BOLTS, WASHERS: 'REQUESTED DELIVERY DATE: <;CWaWL 51W ro araja &1qV !Yarn¢ -&k CHECKS TO BE MADE PAYABLE TO "GENERAL STEEL CORPORATION" The Buyer tgnn to pay The loud calmer of the pmbm price by gatartleed !n& UFO blilding d&vy and actmici es tempt of a mark to ropy of chit patekse order. Under so cicar ace h cub to be paid to ik dt9rer for balatom owed on building. Buyer uadentmib and agrees that matwoat am sad u door ad itauWiou well not be drivend with the boating. deliver)& Payment for their cc an ham shall be due upon the maps d3va9. The Seller aanw no eespon Niky if curt is paid to the driver for balaaccs on banding. The deposit atoll be dae aeon Buyer's signing of this surwaent. The Buyer shall not he embw to a refried of the whole or a pan of the depoan kodecd to the repreuaaatus of the Seller. No war cmardiww avoemaw& represmatioas or warranties shad be a4bmable against the Seger. ctwona norm help u Taw aasag material upon delivery a Pay driver burns duc by gaarameed fixub afore unloading. Bu'kting scheduled for delivery ouuide the Continental United Stales nan be paid for in fall duce uaks before dcfrwy. -!x= r�C.L JAKIL U1 CA- BUILDING PRICE ": — 793 3 1 PRIVATE FREIGHT: N I A CONSOLIDATED FREIGHT: 20`1 at TAX (where applicable): W AFjbq) TOTAL PRICE: ,L I n DEPOSIT: BALANCE DUE ON DELIVERY: (By guaranteed funds only) THIS ORDER IS SUBIECr TO THE TERMS AND CONDITIONS ON THIS PAGE AND ON THE SEPARATE CONDITIONS PAGE WHICH I ACKNOWLEDGE RECEIVING, BUYER HEREBY ACKNOWLEDGES RECEIPT OF A COMPLETED COPY OF THIS AGREEMENT AND AGREES TO ALL OF THE TERMS HEREIN CONTAINED. BUYER'S SIGNA PURE REPRESENTS ACCEPTANCE OF GENERAL STEEL CORPORATION'S OFFER AS SET FORTH HEREIN AND CONFIRMS A BINDING CONTRACT. SELLER APPROVES THE TERMS AND CONDITIONS AS SUBMIrrED HEREIN TO BUYER AND DOES NOT AGREE TO ANY ALTERATIONS OR MODIFICATIONS ADDED OR OTHERWISE SOUGHT BY BUYER. ANY ADOMONAL PROVISIONS, CHANGES OR MODIFICATIONS TO THIS ORDER SOUGHT- BY'BUVER SHE BE V 'AND OFp EFFECT UNLESS AGREED IN A SEPARATE WRITING SIGNED BY BOTH PARTIES. THE BUILDING ORDERED MAY NEED FURTIMM ENGINEERING AND Buyer MODIFICATION. CUSTOMER UNDCRSTANDS AND AGREES THAT THE BUILDING ORDERED MAY NOT BE AVAILABLE FOR IMMEDIATE DELIVERY. tq�- ,Ae0, / eer 6C* 00A M 8e &W,A tz Authorized Representative Date Fmtetiau7e aiswmue b void and binding 'Bum's r T—Icd delivery date mint be accepted by Seller to be binding. Delivery dates given by sales or Nctory prior to order placement are estimates only and are subject to Seller's receipt ofcompkled lgmwork anal Raub, into ing o amges, and ellartg0 orders. Accepted shipping damn will be tentatively set by the shipping department. Time is not of the essence in nny tatters relalinR to Seller's petfomumco. "Unless exlwosaly provided above, the price ngroed hercam is for one main strwure only, roof, and sheeted watts, and specifically excludes accessory ilonn including, but not limited to: loots, windows. insulation, erections, framed oponinp, fotmdation design, engineered calculatiom, building and size moditrcatiorm or any other item or service. z �z � �U 0 W� DLL WO J u- Q cl) hW z h h0 z h U� ON 0 h WW H� u" O .z W U= O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -295 DATE: 08 -25 -04 PROJECT NAME: KRALMAN RESIDENCE SITE ADDRESS: 4430 SOUTH 158 STREET Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after /.before permit is issued DEPARTMENTS: c Buil mp Di n Fire Prevention ❑ Pla ning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -26 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Z Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 09 -23 -04 Approved ❑ Approved with Conditions [� Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing shp.doc 2 -28 -02 z z1-: '~ w � D UO Cl) 0 C0 W J = U. w 2� 9a Co D. 2 F- w z f F— O z F— W5 U� O N. OH wW H� LL O W z 5 C F- _ O F` z r PcP.N11T COORD COP`r PLAN REVIEW /ROUTING SLIP PROJECT NAME KRALMAN RESIDENCE SITE ADDRESS 4430 S t158 ST ACTIVITY NUMBER D04 -295 DATE: 8 -13 -04 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division Public Wo A45 "Ik 5 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-17-04 Complete ❑ Incomplete Not Applicable ❑ i Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: � �� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ PingAr PW ❑ Staff Initials: Sr' TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required ❑ DATE: d �d / M� PI nning Division Permit Coordinator DATE: Documents /routing slip.doc 2 -28.02 DUE DATE: 9 Not Approved (attach comments) ❑ z i� ~ W J0 00 C/) C0 W J � LL w U-Q = a �w z X Wo w U� CO_ 0 E- w W �� �O W z L) O z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http :1Avmv.ci. tukwila. tva. its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _��'� Plan Check/Permit Number D04 -295 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name KRALMAN RESIDENCE Project Address 4430 SOUTH 158 STREET Contact Person: Del Kralman Phone Number: Summary of Revision: k <n(M` i[c,h} ocr wi - }� YU )v, ^;)t5 oh / t4 CM� Wcy\� ovci yew 61�1. 1 +kc j wr^5 f(cilAt U1-5 �In ?he atltllirc nti IS �►h �) �f —'bkm yl 11 ' � 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 05� Entered in Permits Plus on Z -� Z H ~ W � JU UO N co W J = CO U. W O u_ Q N D = �w z rr 1-0 Z F— 5 U� O co. 01— wW u. O Z to O ~. Z pp ications forms- applications on me evision submitta Created: 8 -13 -2004 Revised: CITY OF T,_"' Permit Center 6300 Southcenter Boulevard, Suite 100, Telephone: (206) 431 -3670 H -4 Tukwila, WA 98188 lo LUL Z STATE OF WASHINGTON ) j ss. J U COUNTY OF KING ) 0 0 013 0 o J = states as follows: w D LL 0 1. I have made application for a building permit from the City of Tukwila, Washington. Ua �D 2. 1 understand that state law requires that all building construction contractors be registered with the = w State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the z F Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have 0 read or am familiar with RCW 18.27.090. w W �5 3. 1 understand that prior to issuance of a building permit for work which is to be done by any �o o contractor, the City of Tukwila must verify either that the contractor is registered by the State of 4 Washington, or that one of the exemptions stated under RCW 18.27.090 applies. _ uj U~ 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby w z I attest that after reading the exemptions from the registration requirement of RCW 18.27.090, 1 U j consider the work authorized under this building permit to be exempt under No. L- , and o i will therefore not be performed by a registered contractor. Z I understand that I maybe waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ..G E . •QFgC'� = r- ••ysioNF •. �'���i •'��'� '�'°i'• iii v ,t�OTAR1.9N • ' AFFCONT 1113100 Signed and sworn to before me this 2 n d day of t5 _'20 . NOTARY PUBLIC in and fo (Jthe State of Washington, residing at k n A County. Name as commissioned Alice A .beat y My commission expires: _ 6 - /G - 09 M 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair I carried on within the limits and boundaries of any site i or reservation under the legal jurisdiction of the federal government; B. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12.,Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the _ boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is within the scope of his license; 15. Any person who 6hg6des in the'activities herein regulated as; an employee of a registered contractor with wages, as his'sole compensation; 16. Contractors 66 highway projects who have been prequalified as'r'equired by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. z ~w D 0 Uo J = V) U. w 9-J u- Q �D = �w z w� �5 U� O� oII.- W U O .z w U= O Z r i BUILD DESCRBP R ON NOM INAL SIZE. • WID TH LENGTH EA VE HEIGH T ROOF SL OPE (LOW SIDE) ' BUILDING "A" 27'- 0 X 36'-0 X 10 1:12 GENERA L NO TES 1) ROOF PANEL 26 GA. DURA -RIB - - ALUM -ZINC 2) WALL PANEL 26 GA. DURA - RIB --- SHELL WHITE 3) CORNER FL A SH 26 GA . - - SHEL L WHI TE 4) BA SE FL A SH 26 GA. - ? SHEL L WH/ TE 5) ALL OTHER FLASK 26 GA. -- REGAL WHITE i GROSS SEC T/ ON MEMBER MA RK N UMBL b d t 5 C RO DESC. ( d x b x t) (IN) (N) DJ (DOOR JAMB) DH (DOOR HEADER) GC (Ct E MEMBER) 8.5C75 8.5X3.25C.075 .750 8.5C92 8.5X3. 25C. 092 1.00 10 C 7 510 X 2.7 5 C. 0 751.125 W / ND IOC84 10X2.750.084 1.125 t OC100 10X2.750100 1.1875 12 C8 0 12X3.25 C. 080 1.41 12C88 12X3.25 C. 088 1.50 12C100 12X3.25C.100 1.52 b d t SEC T1ON DESC ( d x b x t) (IN) L � N � Z (PURL IN) Z (GIRT) 8.5Z5 7 8.5X2.52.05 7 .769 8.5Z64 8.5X2.5Z 064 .781 8.5Z72 8.5X2.5Z 072 .951 8.5Z80 8.5X2.5Zr 080 .965 8.5288 S. 5X2.5Zr 088 .978 1OZ75 t W. 75Z. 075 1.0 10284 IOX2. 75Zr 064 1.0 1 OZ 1010 l OX2. 752.100 1.0625 12ZBO 12XJ. 25Z. 080 1.28 12,788 12X,3 25Z. 088 1.35 122100 12X3.25Z.100 1.37 b SEC TION DESC. ( d x b x t) IN) ( IN) E (EA VE STRUT) +��w�it 11� _ OW N& of ftft r� �O O a new on abR*W SNOW L/ 8.5£75 8.5X3 25C.075 150 WALL G I R TS THE' ll' 1. THIS DRAWING, NVCL VFORMA n01V HERE, REMAINS THE PROPERTY OF THE MANUFACTURER AND IS PROVIDED SOL£L Y FOR THE PURPOSE OF EREC nNG THE MA TERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WI' THOU T PRIOR WRITTEN APPROVAL OF THE MA NUFA C TURER. P. THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLEL Y RESPONSIBLE FDR ACCURA TL�, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCEC WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE MANUFACTURER ERECTIOW GU /DES AND INDUSTRY STANDARDS 3 20 W / ND L / 120 TOTAL W / ND L /' 90 SEP TOTAL GRA V I T Y L/ 1.19 150 END WAL L COL UMNS I OrE84 10X3.625 C. 08 4 1.25 TOTAL UPL / FT L / 120 TOTAL W/ ND L / 90 1.50 12E100 12XJ. 250.100 ,FRAME /PORTAL FRAME DEFLECTION ROOF RAFTERS vp • r r w ra,jrr / 'i .F....L'r•.M1.ar.•• . v .. - .. . ..r,. r.. : +.�M' • r�+'.ii .'T.�1•�� ♦ • - ......�.. r.._ ♦ ..t. ...1•".f.�»+.• • .r,y....I «..�.y/IIr yr ..- . ..F 'y iw «.Y .�..ry'M.^ wF• .. r..w -. .. • � .. 1'. _ ^ ...ten fie. - r M. !n'..w. . i.. •. r. P ... -... wsr w yr.►T ._.. . ♦ ...r .. y .«1.''.M•A •-MI.�•.'♦I�.♦ ^ ♦ •. rMw.♦ ♦ «r•M...- tY'.iw. ♦.w F . w.1+. •. V . f► 1 • ..._ .- .. «. - .. . FRAME L I VE H / 90 L/ VE L /' 180 FRAME SNOW H / 90 SNOW L / 180 FRAME W / ND H / 50 W / ND _ L / 150 FRAME SEISMIC H / 50 TOTAL GRA V I T Y L/ 180 FRAME CRANE H/ 0 TOTAL UPL I FT L / 150 FRAME TOTAL WIND - H / 50 FRAME TOTAL SE / SM C H / 50 ROOF PANELS FRAME TOTAL GRA VI T Y H / 90 L / VE L 150 PORTAL TOTAL W/ ND_ / 60 SNOW L / 150 PORTAL TOTAL SE/SM/C___H / 50 TOTAL UPL I FT L / 120 THE FRAME L A TERA L DEFLECTION FOR SEISMIC LOADING IS THE STATIC ELASTIC DEFL EC T / ON ,AS DEF / NED BY CHAPTER 1630.9.1 OF THE 1997 UN I FORM BUILDING CODE (UBC) ALL THE DEFL EC T / ON AND S / DESWA Y LIMITS I ND I CA TED ARE AT SERV I Ct LOADS. ? • t d 8.5£75 8.5X3 25C.075 .750 THE' ll' 1. THIS DRAWING, NVCL VFORMA n01V HERE, REMAINS THE PROPERTY OF THE MANUFACTURER AND IS PROVIDED SOL£L Y FOR THE PURPOSE OF EREC nNG THE MA TERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WI' THOU T PRIOR WRITTEN APPROVAL OF THE MA NUFA C TURER. P. THE GENERAL CONTRACTOR AND /OR ERECTOR IS SOLEL Y RESPONSIBLE FDR ACCURA TL�, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCEC WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE MANUFACTURER ERECTIOW GU /DES AND INDUSTRY STANDARDS 8.5E92 8.5X3. 25C. 092 1.00 1OE84 1 OX3r 25C. 084 1.19 I OrE84 10X3.625 C. 08 4 1.25 12£80 12XJ. 25C. 080 1.41 12E88 12XJ 25C.088 1.50 12E100 12XJ. 250.100 1.52 vp • r r w ra,jrr / 'i .F....L'r•.M1.ar.•• . v .. - .. . ..r,. r.. : +.�M' • r�+'.ii .'T.�1•�� ♦ • - ......�.. r.._ ♦ ..t. ...1•".f.�»+.• • .r,y....I «..�.y/IIr yr ..- . ..F 'y iw «.Y .�..ry'M.^ wF• .. r..w -. .. • � .. 1'. _ ^ ...ten fie. - r M. !n'..w. . i.. •. r. P ... -... wsr w yr.►T ._.. . ♦ ...r .. y .«1.''.M•A •-MI.�•.'♦I�.♦ ^ ♦ •. rMw.♦ ♦ «r•M...- tY'.iw. ♦.w F . w.1+. •. V . f► 1 • ..._ .- .. «. - .. . MA TERIAL S BUILDER /CON TRA C TOR RESPONSIBIL l TIES ' ENGINEERING DESIGN CRITERIA MA TERIAL PROPERTIES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF THE MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED BUILDING CODE UBC 1997 BUIL T- UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, O T HER NOSE IN THE ORDER DOCUMENTS, THE MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA BUILD END USE COMMERC I A L ASTM A572, ASTM A1011 SS, OR ASTM A1011 HSLAS WITH A M/NIA&M YIELD POINT OF 50 KSI. STANDARDS AND TOLERANCES WILL GOVERN. CLASSIFICATION OF BU ILDING NORMAL THE BUILDER/CON TRA C TOR OR A/E FIRM IS RESPONSIBLE FOR 0 VERA L L PROJECT IMPACT LOADS NONE f MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, COORDINATION. THE BUILDER/CON TRA C TOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. HOT ROLLED ASSOCIATED WORK IN COMPLIANCE WITH THE MANUFACTURER DRAWINGS. TEMPORARY SUPPORTS, DEAD LOAD (STAR MATERIAL) Y 1.7 PSF ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECT /ON (A VERA GE WE / GH T OF PANELS AND PURL INS) i WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CON TRA C TOR. ALL INTERFACE AND COL L A TERA L LOADS 0.0 PSF (TOTAL) HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B. MINIMUM YIELD PO/N T IS COMPA TIBILI TY OF ANY MA TERIALS NOT FURNISHED BY THE MANUFACTURER ARE THE RESPONSIBILITY SPR I NKL ER 0.0 PSF E 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS OF AND TO BE COORDINATED BY THE BUILDER /CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CEILING (NON- PLASTER) 0.0 PSF CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER L I GHTS 0.0 PSF f DOCUMENTS, THE MANUFACTURER ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN OTHER 0.0 PSF MA TERIAL PROPERTIES OF COL D - FORMED LIGHT GAGE ST EEL FEEL MEMBERS CONFORM TO THE F I YED SERVICE EQUIPMENT NONE ` THE MANUFACTURER DRAWINGS AND THE PLANS OF OTHER TRADES, THE MANUFACTURER DRAWINGS REQUIREMENTS OF ASTM A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS 1 GRADE 55, WI TH SHALL GOVERN. THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT DESIGNED ROOF L I VE LOAD 20.0 PSF (PURL INS) A MINIMUM YIELD POINT OF 55 KSI. PLANS AND SPECIFICATIONS COMPL Y WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING COLUMN L I NES r1 -3 20.0 PSF (FRAMES) BUILDING AUTHORITIES THE BUILDER /CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND ' PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. GROUND SNOW LOAD 35.7 PSF SNOW EXPOSURE FA C TOR 0. 7 NORMAL SPECIFICA TIONS THESE DRA WINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CER TIFICA TION 1 MOOR TANCE FACTOR 1 ROOF SNOW LOAD ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRA WINGS. THESE DOCUMENTS L r , 25.0 PSF MA TER /AL S SUPPLIED BY THE MANUFACTURER FOR THIS BUILDING HAVE BEEN DESIGNED SHAL L DESCRIBE THE MA TERIAL SUPPL IED B Y THE MA NUFA C TURER AS OF THE DA TE OF '• THESE DRAW INGS. / ND SPEED 80.0 MPH IN A CCORDANCE KIT H THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY AL TERA TIDNS TO THE WINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE WIND PROVISION UBC 1997 STRUCTURAL S YS TEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS, BUT NOT LIMITED T0, DRAWINGS, SUPPORTING STRUCTURAL CAL COLA TIDNS AND DESIGN CERTIFICATION. TIFICA TION. THE 3 I BUILDING DESIGNED ENCL OSED CUTTING OR REMOVAL OF GIR TS, ROO BRACING, OR FLANGE BRACES SHOWN ON THESE EREC T70N BUILDER /CON TRA C TOR IS RESPONSIBLE FOR NOTIFYING THE GOVERN /NG BUILDING AUTHORITY W / ND EXPOSURE C ' OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS - DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION MATERIAL OR LOADS WILL VOID ALL IMPORTANCE FACTOR 1 WARRANTIES AND CERTIFICA TONS SUPPLIED BY MANUFACTURER AS THEY APPLY TO THIS CONDITION. TION. SUPPORTINC STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. 1 ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, " SEISMIC ZONE 3 J CIVIL OR STRUCTURAL ENGINEER. THE MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR APPL PING AND OBSERVING ALL PERTINENT ZONE FACTOR Z 0.3 LOADS OTHER THAN THOSE SPECIFIED l;v THE ORDER DOCUMENTS. L SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. �.'; CA 0.36 TRANSVERSE R 4.5 PERPEND / CUL AR TO EA VE MATERIALS HAVE BEEN DESIGNED WITH THE MANUFACTURERS' STANDARD DESIGN Y THE SUPPLYING DESIGN DATA AND DRA WINGS SEALED BY A LICENSED ENGINEER, FOR MA TERIALS SUPPLIED L ONG I TUD I NAL R 5.6 PARALLEL TO EA VE PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDA TI OF THE B E MANUFACTURER, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE MANUFACTURER r SOIL PROFILE SD FOLLOWING ORGANIZATIONS AND CODES: OR ANY OF ITS AGENTS OR EMPLOYEES IS AC77NG AS THE ENGINEER OF RECORD OR DESIGN . ., PROFESSIONAL FOR THE CONSTRUCTION RUCTION PROJECT. NEITHER THE MANUFACTURER NOR ANY OF ITS THE FOL L OW / NG SEISMIC FORCE RES I S T I NG S YS TEMS ARE USED AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE ORDINARY STEEL MOMENT FRAMES AT COL UMN LINES 1--2 .DESIGN, FABRICA 77ON AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CER77FICA TION THAT ORDINARY STEEL BRACED FRAMES AT COL UMN LINES 3 AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF THE MATERIALS FURNISHED BY THE MANUFACTURER ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORD /NARY STEEL BRACED FRAMES AT S l DEWAL L S , A & C ORDER DOCUMENTS. DESIGN CONSIDERA TIONS OF ANY MA TERIALS NOT FURNISHED BY THE MANUFACTURER ' COLD-FORMED STEEL STRUCTURAL MEMBERS" � ' THE BUILDING CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET. AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR AND PROFESSIONALS OTHER THAN THE MANUFACTURER UNLESS SPECIFICALLY /NDICA TED OTHERWISE. :f METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS DESIGN PROFESS . •, • MANUAL . ENGINEERING NOTES ; • APPROVAL OF THE MANUFACTURER DRA WINGS AND DESIGN DATA AFFIRMS THAT THE MANUFACTURER ALL WELDING IS PERFORMED IN ACCORDANCE WITH AWS 01.1. UNLESS OTHERWISE CALLED HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES ; FOR ON THE ORDER DOCUMENTS. BUILDER /CON TRA C TORS A CCEP TANCE OF THE MANUFACTURER'S /N TERPRE TA TION OF THE ORDER DOCUMENTS BRACING SIZE" AS NOTED ON ENG / NEER / NG DOCUMENTS AND ERECTION AND OF THE MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND DRAWINGS DENOTES THREAD DIAMETER FOR R00 BRACING AND WIRE STRAND UNLESS NOTED ON THE EREC T70N DRAWINGS, NO FIELD WELDING IS REQUIRED. WHERE QUALITY CRITERIA TFR /A STANDARDS AND TOLERANCES CABLE D I AME TER FOR WIRE STRAND CABLE BRACING. FIELD WELDING S SPECIFIED THE BUIL DER /CON TRACTOR TOR SHALL BE RESPONSIBLE FOR * . DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. THE MASONRY AND TILT-UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. BOLTED JO NTS WITH A325 TYPE 1 BOLTS GREATER THAN 112 " DIAMETER ARE MANUFACTURER IS NOT RESPONSIBLE FOR WELDMEN T SURFACE PREPARATION EXCEPT AS SPECIFIED AS PRE TENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICA TION SPECIFIED IN THE ORDER DOCUMENTS. THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR THE VERIFICAT70N OF ALL SHIPMENTS FOR STRUCTURAL JOINTS US /NG ASTM A325 OR A490 BOLTS, JUNE 23, 2000 ". RECEIVED. SHORTAGES MUST BE REPORTED TO THE MANUFACTURER W1 THIN 15 DAYS OF DEL / VERY. THE TURN-OF-NUT METHOD OF TIGHTENING I S REC00WENDED . : FIELD L OCA TED FRAMED OPEN / NGS SHALL BE L OCA TED IN THE BA Y AND WHERE SHOWN IN MANUFACTURER'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND ELEVATION AS DOCUMENTED IN THE ORDER DOCUMENTS AND AS SHOWN LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY ON THE ERECTION DRAWINGS. INSTALLATION OF THE FRAMED OPENINGS THE MANUFACTURER. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF AT DIFFERENT LOCATIONS MAY VOID THE WARRANTIES AND - • 1 IN SPEC TIONIJOBSI TE WALL PANELS REQUIRED AND WILL VOID ALL WARRAN AND CERTIFICATIONS SUPPLIED BY MANUFACTURER CERTIFICATIONS AS THEY APPLY TO THE MATERIALS SUPPL IED BY ; AS THEY APPLY TO THIS CONDITION. THE FIELD INSTALLATION OF X- BRACING OR OTHER MEANS TO BU L /NG MANUFACTURER. PROVIDE LA TERAL STABILITY MA Y BE REQUIRED AS A RESUL T OF THE REMOVAL OF WALL PANELS ' SPECIAL SHOP AND ALL FIELD INSPEC77ONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY THE CUTTING OR REMOVAL OF G /RTS SHOWN ON THE ERECTION DRAWINGS DUE O F T H E BUILDER /CON TRA C TOR UNLESS S P E C I F I E D O T H E R W I S E IN T H E ORDER DOCUMENTS TO T H E A D D I T I O N OF OPEN AREAS, FRAMED OPEN / NGS , OR DOORS NOT SHOWN MAY VOID ALL WARRANTIES AND CERTIFICATIONS SUPPL l ED BY MANUFACTURER FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND /OR THE DEFLEC T1 ON NO TES AS THEY APPLY TO THIS CONDITION. S TA TE OR LOCAL JURISDICTION, NOT BY THE MANUFACTURER. i THE MA NUFA C TURER HA S NO T DES I GNF_ D THE S TRUC T URE FOR SNOW THE MANUFACTURER IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE THE MATERIAL SUPPL IED BY STAR HAS BEEN DES l GNED WITH THE ACCUMULATION LOADS DUE TO DRIFTING OR SL ID / NG SNOW FROM ADJACENT INSPECTION, OR ERECTION MONITORING. SITE S P E C I F I C CONDITIONS ARE T H E RESPONSIBILITY OF FOLLOWING MIN DEFLECTION C R I T E R I A . THE ACTUAL DEFLECTION ABU l L D l NGS . THE RUILDER/rONTRACTOR. r MAY BE LESS DEPENDING ON ACTUAL LOAD AND ACTUAL MEMBER LENGTH. THE FRAME LATERAL DEFL EC T I ON FOR WIND LOADING IS BASED ON A 10 YEAR MEAN OCCURRENCE WIND INTERVAL . DIED' 1�l1� RED pL1ANCE � . . ROOF PURL INS WALL PANELS L / VE L / 150 TOTAL WIND C 90 A ALM !fin Miw is afto b on= end App011M of so mcom I dos not riOlMlOn of ow adopts/ coft or U d� � Q GO P1 q lam co Of T CITY Y r Lc riv1z, A AUG 13 2004 ftibUT CM TER FOR PERMIT PURPOSES CCENERAL STEEL CORPORATION 1075 S. YUKON STREET. SUITE 250 LAKEWOOD. CO. 80226 PHONE 303-904-48,37 FAX 303 -904-4866 BUILDER. CUS TOYER: GENERAL STEEL DEL KRAL MAN EOEiV ?I ��Ka1 A AUG r T� 1 ALLEN D. HURTZ, P.E. 8600 S I -35 SERVICE ROAD j OKLAHOMA CITY, OAK. 73149 WA TON P.E. 36642 JOB N O. 10 87197 x. CHECKED DA >F CORPORA TION NMAA 511 0104 LAKEWOOIO, CO WKWILA, W A WIN ENG. IPEWEW ADH I E1 .. .. :... ►...:... . s; . w... .. �:..i►� -1. a w::i: « � i j .... r .; i irwM i. . � 4 r''. w;+ .sir •4y�1�:tt�A ./iii�.i► ...r. � .4y-pt ' - ,4' ; . �► - DENO TES- Ct F LOCA TIOIN CL 493 AT 8 AND 10" PURLINS CL 495 A T 12" PURL INS • - DENOTES: CLIP LOCATION CL204 AT 8 AND 10" PURL INS CL504 A T 12" PURL INS 1 1 s 0 0 i i� N I o-i l l S. 16' -10 t ,c 6R (TYP. ) 1 OA IO (TYP.) Z7R TYP.) � I 4? r e r � � !I \ \\ ' ✓/ y ` \ / ' FB 1 // `\ I \ ' .FB 1 el r ` 1 I ` r I Z6L (TYP.) ;�c` Z7L TYP. • �8eo& O4 ( TYP. ) I 8 �jQ r qC F L 4 ROOF FRAMING PLAN D A h 1 y 1 . ? � t t ,c 6R (TYP. ) 1 OA IO (TYP.) Z7R TYP.) � I 4? r e r � � !I \ \\ ' ✓/ y ` \ / ' FB 1 // `\ I \ ' .FB 1 el r ` 1 I ` r I Z6L (TYP.) ;�c` Z7L TYP. • �8eo& O4 ( TYP. ) I 8 �jQ r qC F L 4 ROOF FRAMING PLAN rrr�f, a AU6 �F 1 3 ," 2004 , A� G � w ,, 4 �T R 4?004 R F OR PERMIT PURPOSES i D A 1 / N0 TES: I. r NS ORAINNG, NVCLUONVG THE INFORMAT1pV hTRE, REMAINS TH£ PROPERTY OF THE MANUFACTURER AND IS PRONDED SOLELY FOR THE PURPOSE OF EREC71NG THE MA TERIAL DESCRIBED NV THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, ED, SHE MOONCEAC O BUSED FOR ANY OlWR PURPOSE WHOU PROR MRI T APPROVAL OF ?. THE GENERAL L1pV TRACTOrP AND fRECTOIR /S SOrEI Y RESPdVSIBLf FOR ACCURA TF / , WOO DUALITY WVWMANSHIP IN ERECTNNG MA TERIAL S FOR THIS BUILDING IN COIVFORMANCE MTH THIS DR AWNG, DETAILS REFERENCED NV THIS DR ALL APPLICABLE IWANUFACnAVER ERECTION Gt"S� AND NVDUSTRY STANDARDS` y 1 . SYMBOL LAP SYMBOL LAP SYMBOL LAP 1 LAP 3' -2� LAP �l 4'-- 7 LAP <9> V ' -1 LAP .s'- 7 LAP © 5' -1 LAP 2' -1 LAP «1' -1 LAP L 5' -7 LAP •2' 7 LAP :t �i'Ho;',xjS.�L� aar:3`•M:r. -.�• .•':c.,•.IR.i..�.. ...:.:.,......:»•t..... ....,,.r,..,.,.,,,.,,.....:.. . ......... •.................:_.�......... _....... .. 1 __. _ .... ... _ .. „ .« « • .. _... rrr�f, a AU6 �F 1 3 ," 2004 , A� G � w ,, 4 �T R 4?004 R F OR PERMIT PURPOSES i D A Z.SEC LAP TABLE N0 TES: I. r NS ORAINNG, NVCLUONVG THE INFORMAT1pV hTRE, REMAINS TH£ PROPERTY OF THE MANUFACTURER AND IS PRONDED SOLELY FOR THE PURPOSE OF EREC71NG THE MA TERIAL DESCRIBED NV THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, ED, SHE MOONCEAC O BUSED FOR ANY OlWR PURPOSE WHOU PROR MRI T APPROVAL OF ?. THE GENERAL L1pV TRACTOrP AND fRECTOIR /S SOrEI Y RESPdVSIBLf FOR ACCURA TF / , WOO DUALITY WVWMANSHIP IN ERECTNNG MA TERIAL S FOR THIS BUILDING IN COIVFORMANCE MTH THIS DR AWNG, DETAILS REFERENCED NV THIS DR ALL APPLICABLE IWANUFACnAVER ERECTION Gt"S� AND NVDUSTRY STANDARDS` y SYMBOL LAP SYMBOL LAP SYMBOL LAP 1 LAP 3' -2� LAP �l 4'-- 7 LAP <9> V ' -1 LAP .s'- 7 LAP © 5' -1 LAP 2' -1 LAP «1' -1 LAP L 5' -7 LAP •2' 7 LAP 2. LAP �i'Ho;',xjS.�L� aar:3`•M:r. -.�• .•':c.,•.IR.i..�.. ...:.:.,......:»•t..... ....,,.r,..,.,.,,,.,,.....:.. . ......... •.................:_.�......... _....... .. 1 __. _ .... ... _ .. „ .« « • .. _... 1 N GENERAL STEEL CORPORA 1075 S. YUKON STREET, SUITE 250 LAKEWOOD. CO. 80226 ALLEN D. HUR TZ, P.E. 1� 8600 S. 1 -35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 JOB NO. 108 87197 EL 'H 30 ONE 3 -504 -4637 FAX 303-904-4W6 BUILDER. CUS TOMER: GENERAL STEEL DEL KRALMAN C HECKE D A TE• CORPORA TION NMM 5 1 1 0104 LAKEWO CO TUKWI WA 0RA WNG NO. NO TO SCALE E2 .�. .. ... ..., . _.. _ .. .. ... .. � ., _. ..w,.,..., _.,....... �.: ,.....r.w._w..• .. , .r..�... ��, .. ►.....ta... � .+ .+►t„�.W�3r �rri �•"s•:. ..i+��► ~ w�.faw..rw....w.� � M.. • �' -�{ .i.v.wlM ►�Mtr ..•....►, .,�►�/ .... '' •a Kxa� - hlaw "�w��' �t ♦ -' 't •'i.•!.. . -., :t� .Nr � 1pn ,wa tom- .Tw ►r' �. � . t y 1 I E1 L c Z N 4 rl w ,71 08 0 /B A 12 N I CFI A 16_' -10 E2L Z2L 18'- 0 2 CF1 A ELEVA TION "A " c NL26S6 NL25S6 NH26SR NL22SR Z T� (2) NH3S6 (13) NH30 (12) NG1S6 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 4 4 O O O \- NB3J6 WALL SHEETING ELEVATION "A " NL26S6 NL25S6 NH26SL NL 22SL A 2 E2R y CN Z2R ' ICENERAL STEEL CORPORATION 1075 S. YUKON STREET, SUITE 250 LAKEWOOD, CO. 80226 PF10NE 303-904-4837 fAX 303-904-4866 Jae NO. 110 8 8797 ORA YNNG NO. E3 lit I E` pcomom BUILDER: CUSTOMER: GENERAL STEEL DEL KRALMAN CORPORA TIOV LAKEW000, CO TUK W► LA, wp CHECKED lIVINM ATE 511 010 NOT t0 SCALE i k .�.r W+�i•....w+�wR�ISMi'1M ; "• .� Tj •� f yy .A q J'N`A •Aali�ii�I � aii��w� � � •��•� . +�... ♦ l r. y - ��+• r�r•. ;Y .►,1•v ^ *,. Y +. � r� �. � w...r- . I. w. �. C : ..�..1rj�.�a +0ir..jr+�iifiK�w �'�i` ' '.'� ., O O O O O O O 0 4 4 O O O O O O O O O O O O BA 1 2 O O NL26S6 NL25S6 NH26SR 4VL 22SR 7 z 16' -10 \- NB3J6 WALL SHEETING ELEVA T/ON "C_" `!GD FOR AoT P 23 ?0� SE OWN G ��SZ BuI�� } 4 AUG 1 ` 3 2004 �Q� jG peaaT CelvrER C4 FOR PERMIT PURPOSES N0 TES: I. THIS ORA WNG, MCLWIING THE INFOIRMAT1ON HERE, REMAINS INE PROPERTY OF THE MANUFACTURER AND IS PROVIDED SOLEL Y FOR THE PURPOSE OF ERECTING THE MA TERIAL DESCRIBED NV THE APPLICABE ORDER DOCUMENTS AND SMALL NOT BE MODIFIED, REPROID"D, OR USED FOR ANY O lWR PURPOSE W THOU T PRIOR 10PI T TEN APPROVAL OF THE MANUFACTURER. 2 We GENERAL CON TRACTOR AND/OR ERECTOR IS SOLEZ Y RESPONSIBLE FOR ACCavRA TE, GOOD QUALITY MbRKMANSI'NP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE W TH THIS DIRA INNG, DE TAILS REFERENCED OV THIS ORAINNG, ALL APPLICABLE #4ANUFACIURER ERECTION wI1 "S, AND INDUSTRY STANDARDS ' i�R ',i�+'������ti':WM % ^t 1r/+��. k •. t... i4A'•�e. ^+t,'1i►... ..Y . 4'6• . ..4,.r .... _.. ..•• �aA..ti.► .. .. w • ww rw '..�� .. �- .� M..w►•1� .- ... .r .• ..� . ... ...•.ti ..,w .. .. .. .. ,. .... .- .. ...r .«. .. ..� ....• ....« . _..moo -... _.... ... -_ -. _. ... ... - .« .. _. ... __... to - a s U C -� d WPM � . 04 -11 -OS ALLEN D. HUR TZ, P. E. 8600 S I - 35 SERVICE ROAD OKL AHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 ICENERAL STEEL CORPORATION 1075 S. YUKON STREET, SUITE 250 LAKEWOOD, CO. 80226 PF10NE 303-904-4837 fAX 303-904-4866 Jae NO. 110 8 8797 ORA YNNG NO. E3 lit I E` pcomom BUILDER: CUSTOMER: GENERAL STEEL DEL KRALMAN CORPORA TIOV LAKEW000, CO TUK W► LA, wp CHECKED lIVINM ATE 511 010 NOT t0 SCALE i k .�.r W+�i•....w+�wR�ISMi'1M ; "• .� Tj •� f yy .A q J'N`A •Aali�ii�I � aii��w� � � •��•� . +�... ♦ l r. y - ��+• r�r•. ;Y .►,1•v ^ *,. Y +. � r� �. � w...r- . I. w. �. C : ..�..1rj�.�a +0ir..jr+�iifiK�w �'�i` ' '.'� ., O O O O O O O 0 4 4 O O O O O O O O O O O O O O O 1 -� d WPM � . 04 -11 -OS ALLEN D. HUR TZ, P. E. 8600 S I - 35 SERVICE ROAD OKL AHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 ICENERAL STEEL CORPORATION 1075 S. YUKON STREET, SUITE 250 LAKEWOOD, CO. 80226 PF10NE 303-904-4837 fAX 303-904-4866 Jae NO. 110 8 8797 ORA YNNG NO. E3 lit I E` pcomom BUILDER: CUSTOMER: GENERAL STEEL DEL KRALMAN CORPORA TIOV LAKEW000, CO TUK W► LA, wp CHECKED lIVINM ATE 511 010 NOT t0 SCALE . -. ., ..w... .. .... r. .,.w �.. .�.+ M.. .........c.u.f..�::1•. .�.r W+�i•....w+�wR�ISMi'1M ; "• .� Tj •� f yy .A q J'N`A •Aali�ii�I � aii��w� � � •��•� . +�... ♦ l r. y - ��+• r�r•. ;Y .►,1•v ^ *,. Y +. � r� �. � w...r- . I. w. �. C : ..�..1rj�.�a +0ir..jr+�iifiK�w �'�i` ' '.'� ., f ' N. S. CLIP [7 JOH 1 LEFT RIGHT DH2 CL 707 CL 701 R i CL 701L L CL 701R r T CL 701 L 3 12 R1A .. r Z I C C V 1 1 1 (2) ZS R1A 7 _ 0 X- 6 6 7,- 0 1 0 27'-0 c b CF1 A DEL EVA TION "B " NL26S6 NL A 13S NL25S6 NL NH26SL (12) N 63J6 X NL63J6 NL 22SL ( NL () NL 52S6R (5) NG70S6 (5) NG70S6 Zt NB3J6 WA L SHEE TING EL E VA TION "B " FIELD CUT PANELS AT FRAMED OPENINGS A S REQUIRED �- NL26S6 NL25S6 NH26SR iVL 22SR 1 12 WA L SHEE TING EL EVA TION "D " PC39 (1) V21 � V21 PC39 R8C1 CBL RBCICBR RBC1 CAL RBCICAR ' CL 741 R L iV , i' RL CF E LL CF Z3 Z4 3 1, ' \ ✓ \ r Jv C) y 1% ' x O ^ s ' ?�� \ \pip / ✓/ 46 IN B 1 2 ' CODE N. S. CLIP [7 JOH 1 LEFT RIGHT DH2 CL 707 CL 701 R - - - - CL 701L L CL 701R CL 701 R CL 701 L CL 701 L RL CF CL 701 L CL 707 CL 701 R - - - - R CL 701L CL 701 L CL 701R CL 701 R GENERAL STtEI DEL KRALMAN CI�Epr£o A TE CORPORA TION Q Q O Q BA 1 2 ORA WING N0. NOT TO SCALE E4 0 X- 6 6 7,- 0 1 0 27'-0 c b CF1 A DEL EVA TION "B " NL26S6 NL A 13S NL25S6 NL NH26SL (12) N 63J6 X NL63J6 NL 22SL ( NL () NL 52S6R (5) NG70S6 (5) NG70S6 Zt NB3J6 WA L SHEE TING EL E VA TION "B " FIELD CUT PANELS AT FRAMED OPENINGS A S REQUIRED �- NL26S6 NL25S6 NH26SR iVL 22SR 1 12 WA L SHEE TING EL EVA TION "D " PC39 (1) V21 � V21 PC39 R8C1 CBL RBCICBR RBC1 CAL RBCICAR ' CL 741 R L iV , i' RL CF E LL CF Z3 Z4 3 1, ' \ ✓ \ r Jv C) y 1% ' x O ^ s ' ?�� \ \pip / ✓/ 46 IN B 1 2 ' CODE N. S. CLIP F. S CLIP LEFT RIGHT LEFT RIGHT LL CF CL 707 CL 701 R - - - - CL 701L L CL 701R CL 701 R CL 701 L CL 701 L RL CF CL 701 L CL 707 CL 701 R - - - - R CL 701L CL 701 L CL 701R CL 701 R W 4 ; NL26S6 NLAf3S NL 5S6 NL26S6 NL25S6 (1 NL 63J6 NH26SL 52S6L 02') N 6 L 63,1 ( � NL NL25S6 NH26SR 1) NL •�VL22SL ( 5 NG70S6 52S ( NG70 6R S6 ,IVL22SR a W 4 ; 1075 S. YUKON STREET. SUITE 250 - 1 8 871 97 1 ' r E + Y EEL FAX 303- 904- 4866 BUILDER. CUSTOMER: GENERAL STtEI DEL KRALMAN CI�Epr£o A TE CORPORA TION Q Q O Q ORA WING N0. NOT TO SCALE E4 Y.-. ... .. .. .� .+• .. - . r .r ♦ ..- .4�...+.. vrr l a. • . -1 ... .....JIH...... + '...�+��.►Y► P -y_ .,.•r`A'l.� 1 j, y yy • f Yr: _ "♦ VL... ...r}1,rr,�.r1L� 10��. IM1�[� - �. r}J 14' �r.iM rY• •N+WtiI! .. + (I. -�' ZI v.u.,vv REVIEWED FOR CODE COMPLIANCE 1 APPROVED SEP 2 3 2004 City Of Tukwila BUILDING DIVISION i� -295 1 h �f. r I 1 4 ; 1075 S. YUKON STREET. SUITE 250 - 1 8 871 97 1 ' r E Y 1 FOR PERMIT PURPOSES NO TES: I. V#S DRAWING, *CLWWC THE INFORMA T/aV HERE, REMAINS THE PROPERTY OF THE MANUFACTURER AND IS PROVIDED SOL£L Y FOR THE PURPOSE OF ERECTING THE MA TFR/AL "SCRIBED NV THE APPLICABLE ORDER DOCUMENTS AND SMALL NOT K MOO1FIED, � REPRODUCED. OR USED FOR ANY OTHER PURPOSE IMTHOUT PRIOR PR/TTFN APPROVAL OF' WE MANUFACTURER. 2. THE GENERAL COV M AC TOR AND /OP ERECtOP IS SOLEL Y RESPONS18LE MR ACLU RA TE, GOW QUALITY WY)RKMANSWP IN CR£C TING MATERIALS FOR TMS BUILDNVG NV CONFORMANCE' IN TH 1H /S DRAWNG, DE TAILS REFERENCED IN THIS DRA WNG, ALL APPLICABLE MANUFACTURRER ERECTION OlIVIIFS AND INDUSTRY STANDARDS :Rad , .'t'U1M"..1r'h'sIP K'a�l�, j'�,..�•A. �16•t A�.i -,... aP.it ivy ... •__�,y,.- »...�.v,.. .. ...,� ,..,,..,,,,,...,. ,,,, ... ,..o ..�..., ..rrr...... .r.- n.,...... .., r 4 Ep � AUG � 1 3 1 32 0 04 'fi r ce'vrEo r► Crf ?O A � X0 04 ctN z N F? � 04 - i •0�5 ALLEN D. HURTZ, P. E. 8600 S 1 -35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 K�ENE TEE AL ST C ORPORATION Jos NO. 1075 S. YUKON STREET. SUITE 250 - 1 8 871 97 1 ' r 1 Y FOR PERMIT PURPOSES NO TES: I. V#S DRAWING, *CLWWC THE INFORMA T/aV HERE, REMAINS THE PROPERTY OF THE MANUFACTURER AND IS PROVIDED SOL£L Y FOR THE PURPOSE OF ERECTING THE MA TFR/AL "SCRIBED NV THE APPLICABLE ORDER DOCUMENTS AND SMALL NOT K MOO1FIED, � REPRODUCED. OR USED FOR ANY OTHER PURPOSE IMTHOUT PRIOR PR/TTFN APPROVAL OF' WE MANUFACTURER. 2. THE GENERAL COV M AC TOR AND /OP ERECtOP IS SOLEL Y RESPONS18LE MR ACLU RA TE, GOW QUALITY WY)RKMANSWP IN CR£C TING MATERIALS FOR TMS BUILDNVG NV CONFORMANCE' IN TH 1H /S DRAWNG, DE TAILS REFERENCED IN THIS DRA WNG, ALL APPLICABLE MANUFACTURRER ERECTION OlIVIIFS AND INDUSTRY STANDARDS :Rad , .'t'U1M"..1r'h'sIP K'a�l�, j'�,..�•A. �16•t A�.i -,... aP.it ivy ... •__�,y,.- »...�.v,.. .. ...,� ,..,,..,,,,,...,. ,,,, ... ,..o ..�..., ..rrr...... .r.- n.,...... .., r 4 Ep � AUG � 1 3 1 32 0 04 'fi r ce'vrEo r► Crf ?O A � X0 04 ctN z N F? � 04 - i •0�5 ALLEN D. HURTZ, P. E. 8600 S 1 -35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 K�ENE TEE AL ST C ORPORATION Jos NO. 1075 S. YUKON STREET. SUITE 250 - 1 8 871 97 LAKEWOOD, CO. 80226 PHONE 303- 904 -4837 EEL FAX 303- 904- 4866 BUILDER. CUSTOMER: GENERAL STtEI DEL KRALMAN CI�Epr£o A TE CORPORA TION NUM r 5/ 1 0/0 4 LAKEWOOD, CO TUKWILA, WA ORA WING N0. NOT TO SCALE E4 Y.-. ... .. .. .� .+• .. - . r .r ♦ ..- .4�...+.. vrr l a. • . -1 ... .....JIH...... + '...�+��.►Y► P -y_ .,.•r`A'l.� 1 j, y yy • f Yr: _ "♦ VL... ...r}1,rr,�.r1L� 10��. IM1�[� - �. r}J 14' �r.iM rY• •N+WtiI! .. + (I. -�' ZI t t t i I Z 4.1 Q) 0'- lo l 3'- 6 27'- 0 CROSS SECTION AT FRAME LINES "1 " & "2 " NO TES: I. TENS ORAW►NG, MICLUMG THE INFORMA RON HERE, REMAINS THIS PROPERTY OF THE MANUFACTURER AND IS PRONDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED M THE APPL ORDER DOCUMENTS AND SHALL NOT BE MOMEO, REPROD"D. OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR NRI TTEN APPROVAL OF THE MANUFACTURER. SPLICE BOLT TABLE 2. THE GENERAL CON TRACTOR AND/OR ERECTOR IS SOLCL Y RESPdVSIBLE FUR ACCURA TE, GOAD CU ALITY wowmANSH/P /N ERECTING MATERULS FOR TH /S amDwC NV CaVFORMANCf C SItE rYp£ HARDENED BEVELED PITH THIS DRAWING, D�ETA/LS REFERENCED Iry THIS DRAWING, ALL APPLICABLE WASHERS WASHERS 84ANUFACISWR ERECTM OWES. AND NVDUSTRY STANDARDS X 2 A 325 8 &N 0 0 '�"i' �ti�:i..J..+�i��.L .. MirYl .�:- �«i'.- .. +�,.+�M�. +rn►.i+r w. .a .r,��. .►- ......... - � ..-�- .�...► -. -. .rfr•.... .. .... .. ... .. .. .__ .,. ... � .. - ,►... ,.. _. .. ..�.... . ....•...•.. ,. -. _.�,,.... ...... _ - �, ... - _��... -.. - . ...... . . FOR PERMIT PURPOSES ALLEN D. HUR TZ, P.E. i 8600 S. I - 35 SERVICE ROAD OKL AHOMA CITY, OK. 73149 WASHINGTON P.E. 36642 GENERAL STEEL CORPORATION J018 No. 1075 S. YUKON STREET, SUITE 250 10 871 97 LAKEWOOD. CO. 80226 PMONE 303- 904 -4837 EL FAX 303 - 904 -48" BUILDER: CUSTOMER: GENERAL STEEL DEL KRALMAN CHECKED A TE COR PORA TIOIV NMM 5/1 %4 LAK£W000, CO TU KWILA. W A ORA WNG NO. NO t 10 SCALD E5/t ... _ r�.� . -�-t.� a .. a'1!s ''.tt'?xi ° k:.v:rli 1►�S.ih'.R: .7�t����' if. i:.�:c� . *i:.�k . �Ilb�i ..»«:.«.`�.:r a�.�. 1......7► .�+ - ...,... .r+I�i.•..i�...�..- �....:.�';4w 10 i l a 1, 1 u co I N Q I. THIS DrRA WNG, OVCLLOWG THE OVFORMA TIOV HER£, REMA THE PROPERTY OF THE 4. ANCHOR BIa T SAT DIETERMINED BY SWEAR AND TENSION A T STEEL LOVE (90r101M OF IHE BAS£ MANUFACTURER AND IS PROW XD SOLEL Y FOR THE PURPOSE OF ERECTING THE MA TERIAL PLA TE). Bar SPAC/NC INLL GENERALL Y R£OUIRE 1HE USE dr A BEARING ANGLE, OR OTHER MEANS IXSCRWD AN IW APPUCABILE ORDER DOCUMENTS AND SMALL NOT BIE MOiDIiwa OF SHEAR TRANSFER TO THE C0jVCRETE. LENGTH OF BOIL T AND M£7H00 OF LOAD TRANSFER TO C IREPROIDUaD, OR USED FOR ANY OTHER PURPOSE NilTHOUT PRIOR NlRITTEN APPROVAL OF FOUNDA TIOV DE TERMINED BY FOUNDA nOV ENGINEER. (NOT BY MANUFACTVRER) IW MANUFAC RAWER. 2. THE GENERAL MIN TRACTOR ANQ11OR ERECroR IS SMEZ RESRONSWr FOR ACCURA 3. FOUVDA 1701V MUST BE SIQUARf AND LEVEL. 4;0.O GOW OUALITY wwnmNSH/P IN £RECTNVG OIATERIALS FOR TINS BUILOWG IN CONFORMANCE 6. ALL ANCHOR 90L1S MUST BE MUE OV SIZE, LOiCA AND PROXCTIOV. iNTH THIS DRA*lNG, UfTAILS REFERENCED OV THIS DRAWNG, ALL APPLICA MANUFACTURER CR£CTUN GY�lIMDE'S., AND OVDUSIRY STANDARDS` A PROJE'CRON WORN MUST eF MELD W ATEP THREADS CLEAR alp FOWSHM G0lvCRfIE -5 MAXIMUM COLL&W REACWNS PROVIQ£D MAY NOT BE 114E LOAAD COM91NA770OVS CON MOLL NVG AINN B. 1MS DIP CIS FOP ANCHOR BOL t PL ACEMENT AMC Y AND IS NOT FOUNDA npv DESOV. ME FOUNOA 170N DCSIiGN. FOOVDA nON ENGINEER SHOULD OE'IERM /NE THE OWBINA (IONS CON MOLLOVG THE FLXNVDA nM DIESPGV (NOT BY MANUFAC npER) � .r►�r:•...,...K - axaw.J11M►.,c�.,r"�►,.ti ar::«r►.�..a`. .� r......:.,... -�• . .. .. •.• -y r • rye ,Mwn. _y�...M +. ,•A •, .- ..- .. -. .. . .. ..�.. ... .. � n AUG 132 004 AMT ��R I 1 � 40 40 n ?rt Gf l pjw HUR rz, P.E. FO . I -35 SERVICE ROAD W OM A CITY, OK. 73149 4 A I N JOB N0' u co I N Q I. THIS DrRA WNG, OVCLLOWG THE OVFORMA TIOV HER£, REMA THE PROPERTY OF THE 4. ANCHOR BIa T SAT DIETERMINED BY SWEAR AND TENSION A T STEEL LOVE (90r101M OF IHE BAS£ MANUFACTURER AND IS PROW XD SOLEL Y FOR THE PURPOSE OF ERECTING THE MA TERIAL PLA TE). Bar SPAC/NC INLL GENERALL Y R£OUIRE 1HE USE dr A BEARING ANGLE, OR OTHER MEANS IXSCRWD AN IW APPUCABILE ORDER DOCUMENTS AND SMALL NOT BIE MOiDIiwa OF SHEAR TRANSFER TO THE C0jVCRETE. LENGTH OF BOIL T AND M£7H00 OF LOAD TRANSFER TO C IREPROIDUaD, OR USED FOR ANY OTHER PURPOSE NilTHOUT PRIOR NlRITTEN APPROVAL OF FOUNDA TIOV DE TERMINED BY FOUNDA nOV ENGINEER. (NOT BY MANUFACTVRER) IW MANUFAC RAWER. 2. THE GENERAL MIN TRACTOR ANQ11OR ERECroR IS SMEZ RESRONSWr FOR ACCURA 3. FOUVDA 1701V MUST BE SIQUARf AND LEVEL. 4;0.O GOW OUALITY wwnmNSH/P IN £RECTNVG OIATERIALS FOR TINS BUILOWG IN CONFORMANCE 6. ALL ANCHOR 90L1S MUST BE MUE OV SIZE, LOiCA AND PROXCTIOV. iNTH THIS DRA*lNG, UfTAILS REFERENCED OV THIS DRAWNG, ALL APPLICA MANUFACTURER CR£CTUN GY�lIMDE'S., AND OVDUSIRY STANDARDS` A PROJE'CRON WORN MUST eF MELD W ATEP THREADS CLEAR alp FOWSHM G0lvCRfIE -5 MAXIMUM COLL&W REACWNS PROVIQ£D MAY NOT BE 114E LOAAD COM91NA770OVS CON MOLL NVG AINN B. 1MS DIP CIS FOP ANCHOR BOL t PL ACEMENT AMC Y AND IS NOT FOUNDA npv DESOV. ME FOUNOA 170N DCSIiGN. FOOVDA nON ENGINEER SHOULD OE'IERM /NE THE OWBINA (IONS CON MOLLOVG THE FLXNVDA nM DIESPGV (NOT BY MANUFAC npER) � .r►�r:•...,...K - axaw.J11M►.,c�.,r"�►,.ti ar::«r►.�..a`. .� r......:.,... -�• . .. .. •.• -y r • rye ,Mwn. _y�...M +. ,•A •, .- ..- .. -. .. . .. ..�.. ... .. � n AUG 132 004 AMT ��R I 1 � 40 40 n ?rt Gf l pjw ANCHOR 80L T SETTING PLAN HUR rz, P.E. FO . I -35 SERVICE ROAD FINISH FLOOR A T ELEVA TION 100' --O ANY LA TER MAILING VVIOS THIS DRA WING. OM A CITY, OK. 73149 WASHING P.E. 36642 (GENERAL STEEL CORPORATION JOB N0' 1075 S. YUKON STREET, SUITE 250 1 0 B 871 97 ZVI IAKEWOOD. CO. 80226 PHONE 303 - 604 -4x37 EC iii iAX 303 -- 4866 303-904- O�AT1oN BUILDER. CUS TOMER: GENERAL STEEL DEL KRALMAN CHECKED A 1E CORPORA TION NMM 51101 LAKEWOOD, CO TUKWILA, WA DRA WNG NO. NOT rO SCALE F11t. . .k..•. .. we .... .. ....i:..i- M.iiw.K.w1... w». - ^- ..a. yrwr¢....Y »' f. � ^1 t+ . �:• w 4riMR..wN ANCHOR 80L T SETTING PLAN �7 CON'INu0u5 - F00 DRA'ti 'C DA\+ 4 Gam OR GL "= 5 "57E'\" DE5 GNED B" O' -4ERS CONCRE FOUNDAT and FOOTING DE T,A i L w I th ro " CONCRE 5L CAB IV t EMBED 15 ALL EA-, D PER =-AN ano u1A5,4ER 1) ALL TI -+READ "X- ALSO BE DR _i_ED 'N AND EPDXIED w4v 51'•" 5E' EPO)K ' Ef"15EDDED A `N. O= 10' ,ANC�40R BOLT DETAIL . 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A. 1 VER CA- - i� F N Sw GRADE 1111 a ` 1/ 1 1. 1. 1 �7 CON'INu0u5 - F00 DRA'ti 'C DA\+ 4 Gam OR GL "= 5 "57E'\" DE5 GNED B" O' -4ERS CONCRE FOUNDAT and FOOTING DE T,A i L w I th ro " CONCRE 5L CAB IV t EMBED 15 ALL EA-, D PER =-AN ano u1A5,4ER 1) ALL TI -+READ "X- ALSO BE DR _i_ED 'N AND EPDXIED w4v 51'•" 5E' EPO)K ' Ef"15EDDED A `N. O= 10' ,ANC�40R BOLT DETAIL . SCA- E '" 1'-0 • 1 ' r - i .. - •Y 1 1 � I � r i wv Lai Q { (Y { ; � ► I 111 q 111 In in - 111 i r i n U ' ► 1u lG n • ` LL LLl 11 d1 0) u r wnc �o } +_ I �; fi � Q �I 1 ► .�' ,. • i , /� jai Y --------------------------------------------------------------------,------------------------------------------------------------------------------------ - - - - -- - - - -- . l it D - - -� - ------ - - - - - - - - - - - - - -i - -- _L ----------------------- -1 - - -- _ - - -I• --� ; - - - - -- �-------------------------------------- - - - - -- - - - - -- — --� ,- - _� ---------------------------------------------------------- - - - - -1 J ... _........ 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'"ROJECT I ao NOT sCALS FIELD DjMENSIONS TAKE PRECEDENCE ' - .�wl.'wsr +.uit�roli�w►uG.A - +° • , ..�' 2 ' ' IA ..r..:....... -w.• .».. ,r .. _ _ - - _. _ . - . _ .... - ,-. . _ - .•.• , AIm „ - - -.,- « _.... , - .. ....,,,.,..- • r a.'M.+s..• �r - .�w -+i►. .+•� -' ... -- _ }r_ 4a r . - .�.., -,- � •... -... - ...... -. , .... - ,new. - .�..+.w .w•. -, .rw.- w - •...._.. - �- • .•. t - .a.e•- r .•s - Y' w tIm.TR.. .alK+"aMKfL..I► - ..+�.. s r•t . w. ♦„ . ?• . - - .. _ ..... .. ... - -- ..- ..� ..., . -. r�.ra, s4• ..L a•rl�. W.Mr1lr.aar. � � f•• ,,�. •s�,•- ...�...4, r mow. -t. BASE ANGLE eA 11 (10'- 0) BA 12 (20' -0) 0 STRUCTURAL -,,, SC C , , I i I , SHEETING -/ CLIP PC31 _ ; i . BASE ANGLE BA 11 (10' -0) - . * :::- ,:: : :: . , .. - . : _ Jl- BA 12 (20 0 STRUCTURAL _ _� SCREW BASE ANGLE BA 11 (10' 0) BA 12 (20'- 0) ,BASE ANCHOR AT 3' 0 O. C. BASE ANCHOR AT 3' -0 0. C. L STRUCTURAL SCREW CORNER DETAIL AT P OST &B ENDWALL WI TH FL USH COL LIMNS 4, I BASE ANGLE BA 11 (10' - BA 12 (20'-0) - STRUCTURAL '•�,- SCREW J SHEETING t � CL lP PC22_ IV, w 0 Q �, _ BASE ANCHOR 1. AT X-0 O.C. :' . •• ;r' • rw : : : I,. / LLJ (f) • •••• •• ._ •. Q `J •: - `` :�.: :, �7 ;•.' .;• �� - .• ENDWALL SHEETING STRUCTURAL CLIP PC31 - "A " SCREW i CORNER BASE DE TAIL WITH FLUSH COULMNS BASE ANGLE BA 11 (10'- 0) BA 12 (20'- 0) . . . . .. • 4.(, . " r ::1: BASE ANCHOR BASE ANCHOR BASE ANGLE s�' BASE ANGLE ' -. - BASE ANGLE E ::. BA 11 (10 --0) 2 ,B 1 2 (20 - 0) `f J ; BA 12 (20 -0) t = = -r' B n 12 (2C' -Q) ,B A SE . ANCHOR �: ::J ::: �. • i ". A T 3 - o o c. ... O DU T Y TAR ..j ;: „ J aJ (NO B S ) • BASE ANCHOR 4 .-., * , * * :" 0 * :, , w 0 0 • 1 f j ......... A T 3 -- 0 O. C. „ 0 A r r �/ 1 ' !✓� .. I T .a 't k ,,�� V 0 ,l RASE ANCHOR � BASE ANGLE ' 4 " A T 3' -0 0. C. . BASE ANCHOR BA l l (10' - i 1. STRUCTURAL 4 A T 3'- 0 0. C. ry . SCREW . . . o T N EC o ROSS S C 1 .. �:- =:: O -/.-.------- ... 0--------------- 11 ,-*" -:: . o ; . . - t - i . �: END WALL - . t T • ENDWALL ' . GENERAL NOTES 4. . I r , . \\. BASE ANGLE BASE ANGLE • ` 1. SHEETING STRUCTURAL X BA 11 (l0' 0) _ 1. THE BASE ANGLE IS AN OPTIONAL BASE CONDI LION CLIP CL207 8? SCREW ... BA 12 (20 - o) 1 8 w 8A 12 (20 0) . THAT DOES NOT HAVE TO BE CAST -IN- PLACE. 1. FIELD CUT TOP _ y I k AND BOTTOM FL G CORNER DETAIL I : 2. BASE ANGLE lS SUPPLIED IN 10'- 0 OR 20'- 0 I ' ,• . AND BEND .. P - � - .. • ' ' CORNER DETAIL DETAIL A T FRAMED OPENING JAMB , LENGTHS MODIFICA TIONS SUCH AS CUTTING A T ' :r A T POST & BEAM ENDWALL ; - COLUMNS OR OPENINGS, ARE TO BE HANDLED . .� WITH 1 " .INSET COLUMN A T POST & BEAM ENDWALL I .. ,. � � � IN THE FIELD. � :; i WI TH B Y --PASS GIR TS • A 11 _ � . 5 . 3. A CONCRETE" NOTCH IS OPTIONAL WITH BASE ANGLE. '. BASE ANGLE . .: , BASE ANGLE , . . 1. 11 (REFER TO APPROPR/A TE ANCHOR BOLT LA YOUT.) +. BA l l 10'- 0 ... ' - .. ; ' BA l l (10'- 0) :r . # .i . { $ • • .. . - ' ' 4. BASE ANCHORING FASTENERS ARE NOT FURNISHED - I I . BA 12 20 -0 BAl2 20' 0 _ ; ; _ . ; �'t•.. ; , # . ` . I 1. = - ft 4 _ BY STAR BUILDING SYSTEMS. . . 4 I 10 4 STRUCTURAL I �.. . . . J' NO TE. . SCREW ; . , .. , . r , . �" R T N T BY STAR A T 3' -0 SPACING . • • ? O ANCHO BOL S (0 ) ' . l _ I s ARE ASSUMED IN THE DESIGN TO RESIST WALL PANEL ` SHEETING � 1 w �:. - ' CLIP CL207 . . . ` ... . OR PC29_ `v . . : . . I ... I . Q 10 , ", - , . � . .l.:::Z.1.1.1:i.7.7.:*l . . �� . . - . . I I I I . I . I . I .., . � .1 . 1. . I . . . I . . LOADING AT BASE MEMBERS. AL TERNA TF FA 57E f f . ' MA Y BE USED FOR A TTACHMEN T OF WALL PANEL BASE ; . .,. • • MEMBER TO CONCRETE, IN LIEU OF ? "O ANCHOR BOL TS A T I. • ,� BASE ANCHOR 3' -0 SPACING AS SHOWN ELSEWHERE ON THIS DRAWING, j _ '; , • A T 3'- 0 0. C. UNDER THE FOLLOWING CONDITIONS: T10NS: � . . , I , . 1. A HIL TI NK LOW VELOCI TY FASTENER WI TH 0.145 "O SHANK ' ;; ' 4 " MAX 14 ND 1 a " M/N/MUM CONCRETE" EMBEDMENT, IN 2, 500 PSI . ;. I - w . _ M/N /MUM CONCRETE, SPACED A MAXIMUM OF 1' -0 APART, w 4c �`' - " . IS AN ACCEPTABLE ALTERNATE FASTENER. SEE ICBD I BASE ANGLE ,,� BASE ANGLE - BASE ANCHOR '� Oc b= BASE ANCHOR Q .,� BA 11 (10 0) VALUA T10N SERVICE INC. EVALUA TIDN REPORT No. 2388. r W _ (FIELD CU T) > - E . I A T 3'- 0 0. C. Q A T 3- 0 0. C. BA 12 (20'- 0) ` 0 • w I o - . , _ KITH I TY FASTENER R WI __ W VELOC SlE E HEAD A RAM T D EDLO - w - - SE E -- - 2 - „ �►J - i H N R M M - 1 =: 1 I BED E Q: K AN MIN MUM CO C ETE E HA 14 � N D -- o - o. o s rr .. v) '9' P AMA XIM M R A U I NC TF S C D - P I I M E E }= S M N MU CO r - N 2 500 { : 'et 1. l N FASTENER. P A RATE 1 AN A 1 APART S ACCEPTABLE L TF 1* F 0 D .; ' ' I ENDWALL . , SEE ICBO EVALUATION SERVICE INC. EVALUATION REPORT END WALL _ � No. 1639, DA TED DECEMEBER 1, 1995 OR CITY OF LOS �' BASE ANGLE -- A ` , ANGELES RESEARCH REPORT 22668. STRUCTURAL BASE ANGLE - T . SCREW BA l l (10' 0) . .... � .... BA l l (10 BAl2 (20 0-0) , ' - 0) i • BA l2 (20 -0) J. OR USE OTHER EQUIVALENT FASTENER AND SPACING . CORNER BASE DETAIL GIRT DEPTH CORNER BASE DETAIL I DETAIL A T STAN DARD SWING DOOR JAMB CAPABLE OF RESISTING MINIMUM ASO DESIGN LOADS OF • . 100 LBS PULLOUT AND 175 LBS SHEAR PER LINEAL �,, . I W1 TH 1 " INSET COLUMN » , WI TH B Y -PASS GI R TS . REV iEW EI E F 00 T OF BASE MEMBER . . . _ CODE CpMPI.IANC t . _ . BASE ANGLE BASE ANGLE - . . . � Op0a0VIFD 4 4. CONCRETE IS NOT CRACKED AND SPALLING DOES BA 11 (10 - 0) BA 11 (10 0) 20' -0) ___•. -•.... BA 12 (20'- 0) _ •• _ . . I BA 12 NOT OCCUR A T THE FASTENER. ;. ( - I - v J • - p 2 31004 � . LOCAL CODES DO NOT EXCLUDE THEIR USE. I 1, J - - ' = � ;{ . TRUCTURAL - . , 11 STRUCTURAL - S W R W I T Wils SCREW -- SCE p City Of 1►k , - ��� BASE ANCHOR BASE ANCHOR 11 V-,*, , i SHEETING 1. SHEETING . - A T 3'- 0 0. C. A T 3' - 0 0. C. . 3 i CLIP PC22_ -' t CLIP PC22_ 10- D _......_ Q �O MASONRY ANCHOR Z Q i z BASE ANGLE BASE ANGLE ; NOT BY STAR I BASE ANCHOR �, - - BASE ANCHOR - BA l l (1 0'- 0) BA 11 (10'- 0) t T . ' A T 3'- 0 0. C. . $A 12 20'- 0 BA 12 20'-- 0 �- A 3 0 O.C. ( ) ( ) , c� - . ;r::i.: i s - .. to ... cn ri. • '• r n• ---- _ ;�. •• L (� - (,� 1 (/) .. 1 ']� . r / •• •rte _ ' 1 , *,:- :.•1': W a O • Q .J - :fir:' �r: _ _ ' +.. ��• •;• _ ••'••' :1: : : : : : :.� •: O _ - ' _!!! - _ _ _ - . ENDWALL , - ' ` .. END WALL _ I SHEETING ' �- -STRUCTURAL • � BASE ANGLE ~ • GIRT DEPTH BASE ANGLE 4 I - • 11 CLIP PC29_ (SHOWN) "A" 1 SCREW BA (10 ; 0) , : SHEETING - . STRUCTURAL BA 11 (10 ! 0) . DETAIL A T FACTORY ASSEMBLED DETAIL A T PACKAGED "KD" CLIP CL207 (SHOWN), SCREW BA 12 (20 -0) OR CLIP PC31 _ BA 12 (20 -- 0) . FIEL CU T TOP CORNER BASE DETAIL PC29, OR T CTIP P PC31 - CORNER BASE DETAIL • ' S WING DOOR JAMB S WING DOOR JAMB ' AND BOTTOM FL G. -• FIELD CU 0 . OF CLIP PC29 - Wl TH 1 INSET COLUMN AND BOTTOM FLG . - - WI TH BY -PASS GIRTS AND BEND . . OF CL207 OR PC29_ '4 AND BEND ' OOO OO OO I 1 i BASE ANCHOR ------- -- �0� (0 A T X-0 O. C. ar t - ti= :t: :s ::... ::'s � :.:f=f.. . t. -: =: siu s .srr - -- • 0 ...... :Fr•:s. .t.. :• i 'r: : :: :.t::::. ::rr:::::tr:::r :�::rc:; F.t:.. r. 't . J1 t SWE77NG CLIP COLUMN BASE DETAIL X-- STRUCTURAL \-BASE ANGLE CL292 AT ENDWALL SCREW AT BA 11 (10' -0) PC30_ AT SIDEWALL W TH FLUSH COLUM EACH END BA 12 ( --0) REVISIONS - 1 _ _._ _ OMIT TED Of TAIL AT COLD FORM ENDWALL AND UPDATES DETAILS DEB RGB 7 REVISED ANCHOR? SOL T OUANTITY A T CORNER AND COLUMN BASE DETAILS RGB 8 ADDS "DETAIL A T PACKAGED "KD 0 SW►NG 44 Mg RG8 g RE VISED NO TE - -- - _ - PGB _ - o Col n A e%r• A A I n HVr T 0. C. £1�vG ' -'' - COLUMN BASE DETAIL 4L. S TR UCTURAL N. BASE ANGLE CL207 SCREW AT BA11 (10' -0) Wl TH 1 " COLUMN 1NST . . EAG�I EN D BA 12 (20' -0) DATE NOTES THIS DRAWING IS NOT TO SCALE . .. . . - - . . . t --- ".a.-W.A. •w..6' ..1f' ♦ - • - r - . _ . ,. .. -, y . . . .. . . -" _ w .. .i.�..1ti/'.�'Q _ :'y:+7.:IK�'.'�./t.91.f�.'CI.' -rH••� ^ 'y'a air•,.w.•A•. <w:�ww +^ �...T�w.- •.�-'� •-.++.s•� +.•r.r1w.. •. M 0 v �-: BASE ANCHOR W v4 T 3'- 0 O. C. - -- - ;,. 0 - - :".*:.�:::::.-.*�l:.,::::::.,: .............. :� - ­� ?- -: ................. ...... -......... 11-111­1 ......... .................. , , .... . I I. - .. .. - - ­: -. .*.l.*.lJl:.l:.% ........ . lk ....... I ­0_1 -- I I ::.,.,.*. -l.*jlzo.­ I ­ ........ . *m"*"*"*** .1 --. -.-.-.-.-.-.-.-.-.r.-.-.:.-.-.-.-.�.-.-.-.-.-.::.-:.-::: r^ :'� V :.:�l.?:_.*: .?.*.,.,: SST: :i - s I I.I.I.I.1.1.1.*.*.,.,:.,.,.,.,.,.,.*.I ......... .... ­ .... ...... .. oounn- :- ...... z .... :: ...... : ...... :. : .f ?: ••• r' . .. :1:':t: :7. ..z ._ rhf... . ..... ........ ............... «.... . r I URN. BY jq COL UMN BA DETA I L W/ TH B Y- PA SS GIR TS PATE 7 -17 -91 t,. 6 BASE ANGLE BA l l (10'- 0) BA 12 (20' - TURA L �► ',Ar ft ,a AUG l 04 061 wi - r SHEETING CLIP CL207 (SHOWN). PC29_, OR PC31_ THAN 4" BASE ANGLE It 10.12.09 DA TE INS TALLA FION 1 ---- . t DETAILS � 1 0/27102 t II . I/ y - - . .. .. _ .. . _. .. .�. .. . - . ,- ... 1 .. • . -i:✓' rr....�ti1r�.Ai. t.' J':..w .,,yr +..iiMw,rY- �..i4.,;.+ i -� •• r ►�F'+u��� r • N .n C 61 w 7r✓ _ rr' f,,,. •tM4.'.�•,�µS . .. i..1!'t ,•. r., rt Z u to if 0 •0 , SEC TION "A • . F .. I ... - I im M . . . , 1 . Nw BASE . .. ANGLE W . (FIELD CU T) - .- �` a Q '' .J == g= A AN CHOR B ASE C k W .� .. k 4 •.� - _- :: =:=: =cr =`: -:: c i c: r =:=: c:=r i :. 1 . 1.7. 1 .1 . 1.-: ' .....: :.. - =s.. =:= =v= is - .-. X a - - .v . 11 [ STRUCTURAL END WA L L SHEETING BASE ANGLE CLIP PC31- SCREW BA l l (10'- 0) :BA 12 (20'- 0) CORNER BA SE DE TAIL WITH FLUSH COULMNS BASE ANGLE BA 11 (10' - BA 12 (20'-0) - STRUCTURAL '•�,- SCREW J SHEETING t � CL lP PC22_ IV, w 0 Q �, _ BASE ANCHOR 1. AT X-0 O.C. :' . •• ;r' • rw : : : I,. / LLJ (f) • •••• •• ._ •. Q `J •: - `` :�.: :, �7 ;•.' .;• �� - .• ENDWALL SHEETING STRUCTURAL CLIP PC31 - "A " SCREW i CORNER BASE DE TAIL WITH FLUSH COULMNS BASE ANGLE BA 11 (10'- 0) BA 12 (20'- 0) . . . . .. • 4.(, . " r ::1: BASE ANCHOR BASE ANCHOR BASE ANGLE s�' BASE ANGLE ' -. - BASE ANGLE E ::. BA 11 (10 --0) 2 ,B 1 2 (20 - 0) `f J ; BA 12 (20 -0) t = = -r' B n 12 (2C' -Q) ,B A SE . ANCHOR �: ::J ::: �. • i ". A T 3 - o o c. ... O DU T Y TAR ..j ;: „ J aJ (NO B S ) • BASE ANCHOR 4 .-., * , * * :" 0 * :, , w 0 0 • 1 f j ......... A T 3 -- 0 O. C. „ 0 A r r �/ 1 ' !✓� .. I T .a 't k ,,�� V 0 ,l RASE ANCHOR � BASE ANGLE ' 4 " A T 3' -0 0. C. . BASE ANCHOR BA l l (10' - i 1. STRUCTURAL 4 A T 3'- 0 0. C. ry . SCREW . . . o T N EC o ROSS S C 1 .. �:- =:: O -/.-.------- ... 0--------------- 11 ,-*" -:: . o ; . . - t - i . �: END WALL - . t T • ENDWALL ' . GENERAL NOTES 4. . I r , . \\. BASE ANGLE BASE ANGLE • ` 1. SHEETING STRUCTURAL X BA 11 (l0' 0) _ 1. THE BASE ANGLE IS AN OPTIONAL BASE CONDI LION CLIP CL207 8? SCREW ... BA 12 (20 - o) 1 8 w 8A 12 (20 0) . THAT DOES NOT HAVE TO BE CAST -IN- PLACE. 1. FIELD CUT TOP _ y I k AND BOTTOM FL G CORNER DETAIL I : 2. BASE ANGLE lS SUPPLIED IN 10'- 0 OR 20'- 0 I ' ,• . AND BEND .. P - � - .. • ' ' CORNER DETAIL DETAIL A T FRAMED OPENING JAMB , LENGTHS MODIFICA TIONS SUCH AS CUTTING A T ' :r A T POST & BEAM ENDWALL ; - COLUMNS OR OPENINGS, ARE TO BE HANDLED . .� WITH 1 " .INSET COLUMN A T POST & BEAM ENDWALL I .. ,. � � � IN THE FIELD. � :; i WI TH B Y --PASS GIR TS • A 11 _ � . 5 . 3. A CONCRETE" NOTCH IS OPTIONAL WITH BASE ANGLE. '. BASE ANGLE . .: , BASE ANGLE , . . 1. 11 (REFER TO APPROPR/A TE ANCHOR BOLT LA YOUT.) +. BA l l 10'- 0 ... ' - .. ; ' BA l l (10'- 0) :r . # .i . { $ • • .. . - ' ' 4. BASE ANCHORING FASTENERS ARE NOT FURNISHED - I I . BA 12 20 -0 BAl2 20' 0 _ ; ; _ . ; �'t•.. ; , # . ` . I 1. = - ft 4 _ BY STAR BUILDING SYSTEMS. . . 4 I 10 4 STRUCTURAL I �.. . . . J' NO TE. . SCREW ; . , .. , . r , . �" R T N T BY STAR A T 3' -0 SPACING . • • ? O ANCHO BOL S (0 ) ' . l _ I s ARE ASSUMED IN THE DESIGN TO RESIST WALL PANEL ` SHEETING � 1 w �:. - ' CLIP CL207 . . . ` ... . OR PC29_ `v . . : . . I ... I . Q 10 , ", - , . � . .l.:::Z.1.1.1:i.7.7.:*l . . �� . . - . . I I I I . I . I . I .., . � .1 . 1. . I . . . I . . LOADING AT BASE MEMBERS. AL TERNA TF FA 57E f f . ' MA Y BE USED FOR A TTACHMEN T OF WALL PANEL BASE ; . .,. • • MEMBER TO CONCRETE, IN LIEU OF ? "O ANCHOR BOL TS A T I. • ,� BASE ANCHOR 3' -0 SPACING AS SHOWN ELSEWHERE ON THIS DRAWING, j _ '; , • A T 3'- 0 0. C. UNDER THE FOLLOWING CONDITIONS: T10NS: � . . , I , . 1. A HIL TI NK LOW VELOCI TY FASTENER WI TH 0.145 "O SHANK ' ;; ' 4 " MAX 14 ND 1 a " M/N/MUM CONCRETE" EMBEDMENT, IN 2, 500 PSI . ;. I - w . _ M/N /MUM CONCRETE, SPACED A MAXIMUM OF 1' -0 APART, w 4c �`' - " . IS AN ACCEPTABLE ALTERNATE FASTENER. SEE ICBD I BASE ANGLE ,,� BASE ANGLE - BASE ANCHOR '� Oc b= BASE ANCHOR Q .,� BA 11 (10 0) VALUA T10N SERVICE INC. EVALUA TIDN REPORT No. 2388. r W _ (FIELD CU T) > - E . I A T 3'- 0 0. C. Q A T 3- 0 0. C. BA 12 (20'- 0) ` 0 • w I o - . , _ KITH I TY FASTENER R WI __ W VELOC SlE E HEAD A RAM T D EDLO - w - - SE E -- - 2 - „ �►J - i H N R M M - 1 =: 1 I BED E Q: K AN MIN MUM CO C ETE E HA 14 � N D -- o - o. o s rr .. v) '9' P AMA XIM M R A U I NC TF S C D - P I I M E E }= S M N MU CO r - N 2 500 { : 'et 1. l N FASTENER. P A RATE 1 AN A 1 APART S ACCEPTABLE L TF 1* F 0 D .; ' ' I ENDWALL . , SEE ICBO EVALUATION SERVICE INC. EVALUATION REPORT END WALL _ � No. 1639, DA TED DECEMEBER 1, 1995 OR CITY OF LOS �' BASE ANGLE -- A ` , ANGELES RESEARCH REPORT 22668. STRUCTURAL BASE ANGLE - T . SCREW BA l l (10' 0) . .... � .... BA l l (10 BAl2 (20 0-0) , ' - 0) i • BA l2 (20 -0) J. OR USE OTHER EQUIVALENT FASTENER AND SPACING . CORNER BASE DETAIL GIRT DEPTH CORNER BASE DETAIL I DETAIL A T STAN DARD SWING DOOR JAMB CAPABLE OF RESISTING MINIMUM ASO DESIGN LOADS OF • . 100 LBS PULLOUT AND 175 LBS SHEAR PER LINEAL �,, . I W1 TH 1 " INSET COLUMN » , WI TH B Y -PASS GI R TS . REV iEW EI E F 00 T OF BASE MEMBER . . . _ CODE CpMPI.IANC t . _ . BASE ANGLE BASE ANGLE - . . . � Op0a0VIFD 4 4. CONCRETE IS NOT CRACKED AND SPALLING DOES BA 11 (10 - 0) BA 11 (10 0) 20' -0) ___•. -•.... BA 12 (20'- 0) _ •• _ . . I BA 12 NOT OCCUR A T THE FASTENER. ;. ( - I - v J • - p 2 31004 � . LOCAL CODES DO NOT EXCLUDE THEIR USE. I 1, J - - ' = � ;{ . TRUCTURAL - . , 11 STRUCTURAL - S W R W I T Wils SCREW -- SCE p City Of 1►k , - ��� BASE ANCHOR BASE ANCHOR 11 V-,*, , i SHEETING 1. SHEETING . - A T 3'- 0 0. C. A T 3' - 0 0. C. . 3 i CLIP PC22_ -' t CLIP PC22_ 10- D _......_ Q �O MASONRY ANCHOR Z Q i z BASE ANGLE BASE ANGLE ; NOT BY STAR I BASE ANCHOR �, - - BASE ANCHOR - BA l l (1 0'- 0) BA 11 (10'- 0) t T . ' A T 3'- 0 0. C. . $A 12 20'- 0 BA 12 20'-- 0 �- A 3 0 O.C. ( ) ( ) , c� - . ;r::i.: i s - .. to ... cn ri. • '• r n• ---- _ ;�. •• L (� - (,� 1 (/) .. 1 ']� . r / •• •rte _ ' 1 , *,:- :.•1': W a O • Q .J - :fir:' �r: _ _ ' +.. ��• •;• _ ••'••' :1: : : : : : :.� •: O _ - ' _!!! - _ _ _ - . ENDWALL , - ' ` .. END WALL _ I SHEETING ' �- -STRUCTURAL • � BASE ANGLE ~ • GIRT DEPTH BASE ANGLE 4 I - • 11 CLIP PC29_ (SHOWN) "A" 1 SCREW BA (10 ; 0) , : SHEETING - . STRUCTURAL BA 11 (10 ! 0) . DETAIL A T FACTORY ASSEMBLED DETAIL A T PACKAGED "KD" CLIP CL207 (SHOWN), SCREW BA 12 (20 -0) OR CLIP PC31 _ BA 12 (20 -- 0) . FIEL CU T TOP CORNER BASE DETAIL PC29, OR T CTIP P PC31 - CORNER BASE DETAIL • ' S WING DOOR JAMB S WING DOOR JAMB ' AND BOTTOM FL G. -• FIELD CU 0 . OF CLIP PC29 - Wl TH 1 INSET COLUMN AND BOTTOM FLG . - - WI TH BY -PASS GIRTS AND BEND . . OF CL207 OR PC29_ '4 AND BEND ' OOO OO OO I 1 i BASE ANCHOR ------- -- �0� (0 A T X-0 O. C. ar t - ti= :t: :s ::... ::'s � :.:f=f.. . t. -: =: siu s .srr - -- • 0 ...... :Fr•:s. .t.. :• i 'r: : :: :.t::::. ::rr:::::tr:::r :�::rc:; F.t:.. r. 't . J1 t SWE77NG CLIP COLUMN BASE DETAIL X-- STRUCTURAL \-BASE ANGLE CL292 AT ENDWALL SCREW AT BA 11 (10' -0) PC30_ AT SIDEWALL W TH FLUSH COLUM EACH END BA 12 ( --0) REVISIONS - 1 _ _._ _ OMIT TED Of TAIL AT COLD FORM ENDWALL AND UPDATES DETAILS DEB RGB 7 REVISED ANCHOR? SOL T OUANTITY A T CORNER AND COLUMN BASE DETAILS RGB 8 ADDS "DETAIL A T PACKAGED "KD 0 SW►NG 44 Mg RG8 g RE VISED NO TE - -- - _ - PGB _ - o Col n A e%r• A A I n HVr T 0. C. £1�vG ' -'' - COLUMN BASE DETAIL 4L. S TR UCTURAL N. BASE ANGLE CL207 SCREW AT BA11 (10' -0) Wl TH 1 " COLUMN 1NST . . EAG�I EN D BA 12 (20' -0) DATE NOTES THIS DRAWING IS NOT TO SCALE . .. . . - - . . . t --- ".a.-W.A. •w..6' ..1f' ♦ - • - r - . _ . ,. .. -, y . . . .. . . -" _ w .. .i.�..1ti/'.�'Q _ :'y:+7.:IK�'.'�./t.91.f�.'CI.' -rH••� ^ 'y'a air•,.w.•A•. <w:�ww +^ �...T�w.- •.�-'� •-.++.s•� +.•r.r1w.. •. M 0 v �-: BASE ANCHOR W v4 T 3'- 0 O. C. - -- - ;,. 0 - - :".*:.�:::::.-.*�l:.,::::::.,: .............. :� - ­� ?- -: ................. ...... -......... 11-111­1 ......... .................. , , .... . I I. - .. .. - - ­: -. .*.l.*.lJl:.l:.% ........ . lk ....... I ­0_1 -- I I ::.,.,.*. -l.*jlzo.­ I ­ ........ . *m"*"*"*** .1 --. -.-.-.-.-.-.-.-.-.r.-.-.:.-.-.-.-.�.-.-.-.-.-.::.-:.-::: r^ :'� V :.:�l.?:_.*: .?.*.,.,: SST: :i - s I I.I.I.I.1.1.1.*.*.,.,:.,.,.,.,.,.,.*.I ......... .... ­ .... ...... .. oounn- :- ...... z .... :: ...... : ...... :. : .f ?: ••• r' . .. :1:':t: :7. ..z ._ rhf... . ..... ........ ............... «.... . r I URN. BY jq COL UMN BA DETA I L W/ TH B Y- PA SS GIR TS PATE 7 -17 -91 t,. 6 BASE ANGLE BA l l (10'- 0) BA 12 (20' - TURA L �► ',Ar ft ,a AUG l 04 061 wi - r SHEETING CLIP CL207 (SHOWN). PC29_, OR PC31_ THAN 4" BASE ANGLE It 10.12.09 DA TE INS TALLA FION 1 ---- . t DETAILS � 1 0/27102 t II . I/ y - - . .. .. _ .. . _. .. .�. .. . - . ,- ... 1 .. • . -i:✓' rr....�ti1r�.Ai. t.' J':..w .,,yr +..iiMw,rY- �..i4.,;.+ i -� •• r ►�F'+u��� r • N .n C 61 w 7r✓ _ rr' f,,,. •tM4.'.�•,�µS . .. i..1!'t ,•. r., rt Z u to if 0 •0 , SEC TION "A CLIP CL255 SAVE STRUT DETAIL AT EA VE ANCHORAGE CLIP CL493 -•� WHEN REQUIRED BY DESIGN TO BE INSTALLED ON THE DOWN SLOPE SIDE OF THE PURLIN, LOCATIONS WILL BE DENOTED ON ERECTION DRA O W1 TH THE SYMBOL V 'LIP CL268 X1(4) 8 '0 X 14" A325 BOL T5 CLAP CL 273 (8 EA W STRUT) CLIP CL283 (10" EAVE STRUT) W/,14) I 0 X 14 '♦ A325 BOL TS COL UMN 1 F ANCHORAGE CLIP CL493 WHEN REQUIRED ALONG Wl WEB STIFFENER CL204 THE L OCA TIONS WILL BE DEN0 T ON ERECTION DRAWINGS W THE SYMBOL BESIDE Tt THE S YMBOL PURLIN /—ANCHORAGE CLIP CL493 WHEN REQUIRED BY DESIGN TO BE INSTALLED ON THE UP SLOPE SIDE OF THE PURLIN, L OCA TONS WILL BE DENOTED ON ERECTION DRAWINGS Wl TH THE SYMBOL ♦ RAFT RAFTER ,DE TAIL "B w... , CLIP CL255 EA VE STRU T —x s "0 X 14 " A 325 BOLTS CLIP CL268 --� CLIP CL 273 (821- EA VE STRUT) —' CLIP CL283 (10" EA VE STRUT) r•� _ I SHEETING CLIP PC30_ STRUCTURAL — SCREW (TYP.) CL205 OR PC9_ ��S •.� 1. �y�:� Y:�••��'� . it fJi .••�• . SHEE TING CLIP PC30. STRUCTURAL SCREW (TYP.) CUP CL205 OR PC9_ r PURLIN WEB STIFFENER CL204 SEE DETAIL A " ( " ) Z LAP SOL IS MUST BE INSTALLED A T END OF LAP NOTE. • PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME AN EACH SIDE OF THE RAFTER. SEE ERECAON ORAIMNCS FOR LAP S1'1NBOL AND I_SECTION LAP TABLE. O LAPSYMBOL LAP SYMBOL • DO NOT INSTALL BOLTS HERE UNLESS UTILIZE BOTTOM PURLIN CLIP CL493, CL204, CL277, OR FACTORY HOLE FOR BOL. TING WELDED WING PIA TES ARE REQUIRED. UP FLANGE BRACE { f 0 coo p ; 0100 , 0 , O "URLIN PURLIN WE9 STIFFENER CL204 WHEN REECUIRED BY DESIGN. SEE ERECTION DRA W/ N GS FOR L OCA TONS AS DEN 0 TED B Y THE S YMBOL * . ?AFTER c DE TAIL A pf 1 AL TERNA TE FLANGE -- I BRACE A TTACHMEN T s ►•• :``:••: >z RAFTER ` ' �• •� FLANGE BRACE MA Y BE REQUIRED DEEP MEMBER FLANGE s ,� � �.� ti •..- ON ONE OR BOTH SIDES OF RAFTER. ,BRACE ATTACHMENT LOCH 1TON 1 FLANGE BRACE `� t� SEE ERECTION DRA WINGS FOR L OCA TION, PURLIN WING PLATE FACTORY WE LDED TO RAFTER FLANGE s 5, -0 _.. 3 ._ 0 ..•..� ` ` : .3, --0 5 ._ 0 ' ; .• t • N PEAK PURLIN TIE PC30_ ,. REQUIRED AT THIRD POIN TS OF EACH BAY = DETAIL ,4 T PURLIN FOR 4:12 OR GREATER ROOF SL OPES ON r 60' -0 OR GREATER BUILDING WIDTHS. (NOT REQUIRED WHEN SAG STRU TS K FL ANGE BRACE , OR SAG STRAPS ARE USED) COLUMN oil y DETAIL C ` ANCHORAGE CLIP CL493 AL TERNA TE FLANGE FLANGE BRACE MA Y BE REQUIRED 2 STRUCTURAL SCREWS R TH SIDES fir COLUMN ' � () iBRA CE ATTACHMENT ON ONE 0 BO SD ROD OR CABLE BRACE FIELD BURN HOLES IN GIRTS AS REQUIRED FOR ROD BRACE V 4/L VmwfV GIRT r CHANNEL GIRT (IF REQUIRED, MAY FA CE UP OR DOWN. REFER TO ERECTION DRAWINGS ROD OR CABLE BRACE REVISIONS Adds Intermediate Deleted note of BY '--0 a. Broce otrochment, and Anchorw Cho I RGS �LQkL a _ _ RGB DATE 1 NOTES ` ,A T 3 V. C. OR PC9_ , y UP FLANGE BRACE 10 .01 i :,... ::7 7 r s •=sf= 1 01 0 0 :...: • GIRT { ' GIR T DEEP MEMBER FLANGE ,BRA CE A TTA CHMEN T L OCA TION r OPTIONAL INSULA TION TRIM NP53 :•.• :�•• •~ STRUCTURAL 78 78 AT CL 205 FLANGE RA FL E B CE - SCREW TYP 1 1M T BEFORE E (T M A MUST E IN STAL LE D L E R B O B O E ( TYP) , 3 -- 0 5 —0 EA P -- K �P P URL TI ES ) R 00 OR H TI NG A 5 EE r C BRACE CLIP PC30_ o ROD OR CABLE ; DETAIL AT GIRT IR T 0 .� ,BRA CE I . (ZEE GIR T SHOWN CHANNEL GIRT SIMILAR) •�' ' A325 BOLT CABLE BRACE A SS£MBL Y 4 SEE ERECTION DRAWINGS FOR "0 CABLE WC5_ _, _ -• . FLANGE BRACE BOLT DIAMETER AND LENGTH) J 0 CABLE M WC6_ WASHER AND NUT PART MARKS FOR ROD BRACE FL A T WASHER NOTE; THREAD SLOPE FLAT HEX ROD Or? CABLE (REQUIRED ONLY A T CAP SLOPE WASHER THESE I T E"MS k SIZE WASHER WASHER NUT BRA CE PL A TES WI TH SL 0 TS ) FLAT WASHER � - SHIPPED ON 1-m WS500 WF500 MN500 NUT INTERMEDIATE FRAME COLUMN (WHEN REQUIRED, L OCA TION AND COLUMN TYPE VARIES, SEE ERECTION DRAWINGS) COL UMN RECESS (WHEN REQUIRED, REFER TO ANCHOR BOLT SETTING PLAN) z ' Irr, air. ` •r: 1• :l.J.• : :• :• ter: ::••': r.• • : ••: I � s BOL TING RECOMMENDA TIONS THIS DRAWING IS NOT TO SCALE. IN ACCORDANCE WI TH "SPECIFICA TION FOR STRUCTURAL JOINTS USING A325 OR A490 BOL TS" THE "TURN OF THE NUT"' METHOD OF TIGHTENING IS STAR STANDARD. WHEN REQUESTED BY THE CUSTOMER, "CA LIBRA TED WRENCH Wr TH WA SHER UNDER THE TURNED ELEMEN r MA Y BE U TILIZEO. ORN• BY DATE REF cw. By pATE RS e 4 "0 OS750 WF750 MN750 e "0 WS875 WF875 MN875 s 1 "0 WS 1000 WF1000 MN 1000 FRAMING DETAILS W/ TH FLUSH COLUMN ra O � mow►, AV6 1 �RMrT �N� i2.12.071 04/1 ) /04 j E. :v !' 4 �.!• `Q '�'�r'.��t��'�uf'"�r'rNt�'••.ad !M''Y/Nt'l : i' ./ • •� �6'.+ -.'iv� i w.i.11►�if�•i•.r .r... ..� .� ..- . ,... a.v + ..►+r..•w.�r.aa�+w,.•►w......,. . . +..i..'. .•+ -' -r... »._.,,.......,, .... w -. . ,, ..-.. .... ►.. - -' - .. .. - - -' i - ,. • . e . , :,�. ... .� • r � ..« .. • »s . .+ - -.. {: �. -, . . Y .. . 1. � _ . rIw ... �wr+v.- �•.,w.•. -�. -.. - •.- •�,n•w•q�•. -r t..iYt. -r.,, , M+ +w.•• - - ... - . , Y .,, .. ,. ... ., .,. .. �� � �y RT� s -y� � r ��!.�}!� y{' M ` R �« •.... . -..... _ � ..,M 1!.!n• , -. ••- � . • .�` •• y ., -�,•- t. r. .. n i • ?w�,y •VwN •• fir ••rh•. .. ♦r.. •+r,r ..Ip .,•••,. .v #�.•,. N-• ••Iw..�. - ♦•- �..• +.��T'•••�'�•T �� �� 1.' �..�.�•••+�� '�' �'•'���+Ar � ••MAC. • " t'•�a i � ♦• f. - +Ir . - ,. _ ,... ..r .wa... ,� •. ' sr � �•+w� . 'iTa. �•..� �.. I�s _ , ..• � •wrhw� n - .7� ;.••,,• � •1 PURLIN - (TYPICAL) (SEE DETAIL B) ' e o p AT EACH END SEE ERECTION DRA WINGS FOR L OCA TION. o e (6) TRIM FASTENERS ���� `��� �`0 %J UTILIZE INSIDE A _ � T" CLIP CL205 ti 40 "b ��. HOLE FOR BOL Mir- MA NU T A SSEA48L Y � 2 BURR THREADS AFTER "0 *S500 WF562 MN563 ,FINAL TIGHTENING s" • 0 WS625 WF625 MN625 DETAIL AT CABLE BRACE CONNECTION 00 ROD OR CABLE BRACE ROD BRACE ANCHOR CL 112 FOR j "0 TNRU 4 "0 RODS AND J "0 AND j "0 CABLE BRACE CL 113 FOR ty "0 THRU 1 "0 RODS SEE ANCHOR BOLT SETTING PLAN FOR \ ANCHOR BOL T SIZE AND LOCH TION. DETAIL AT ROD BRACE ANCHOR nnn n WASHER NOTE, THESE I TEMS SHIPPED T WA SHER LOOSE. SEE TABLE BELOW FOR PART 'EX NU T MARKS. BURR THREADS AFTER FINAL TIGHTENING DETAIL A T ROO BRA CE CONNECTION NOTES 1. ALL SOL TS TO BE 2 " "0 X 11 A 307 UNLESS NOTED. 2. PURLINS MAY BE BOL TED TO A WING PLATE FACTORY WELDED TO THE FRAME FLANGE. 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' • 83N3d..111 S 83M , s n ')lBdW 18 ONd SN011 4007 dOd _ • Nl78nd 1 V SONIM 480 NOU 0383 33S r 51708 SZ£'V rl X mt (�) CJ 0' ��~ ,�`� 3OV88 3ONV7d NO/ dD07 1N31'VHOdll d 30 V89 1 '� - « d,� 714130' 7l dl 30 18/0 378VD 3015 dO1 NO S83HSVM Hl IM 3ONd7d 838W3iN 4330 r a - - - - - („ d« 7l 4130 33S) S1708 SZ�' d I X m (Z) dl70 3O V80HONV 032//0038 N3HM) � 1819 31840 831 dl 70 300188 39Nd7d 31 VN8317d 8381'V31'V \ 7081'Y.tS 3H1 Hl IM ,�, ♦ 7081NAS 3H1 Hl IM am gm .1008 Ha d3 1 d M38OS I ��� `� ` -.t 1 SON/M t/80 NO110383 NO 0310N30 � SONIM 480 NOI1 9383 NO 031 ON30 74081 9081 S (Z) H11M 0 i I �� � � � � � � _�� � ` . - 38 771M SNOIl 4007 Nl78nd ��+� 3H1 d0 301S 3dO7S do + 38 7 71 SNOIl 4007 'Nl78nd • 37ONV ON1133HS 0 0 3H1 NO 037741 SNI 38 Ol `�a�' 3HL 30 301S 3dO7S NMOO NOIS30 A8 03810038 N34M 3H1 NO 0377V1 SNI 39 01. (Nl78nd ,el) Z0 (Nl78nd „Z!) 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'1- .... , X TS" — ERECTION DRAWINGS •, nw ti ,n o X 1+ " I I .,--'� "WIA325 BOL TSB" 3" .... _. •,. y ATTACH WITH X 1 (4) REQ 0 I A325 BOLTS (43 REQ "D I + ' . 1 ........... ....................... ! . , t t . _ ® f } 1. - • -- ___ r ' ' , _ • 1 ,. ....... _ ENDRAFTER i r a - �. 1 ENDRAFTER 1 R i y 1 1 , r ) Y t f c F' L Y . .. • .. r rL► ------- ' 1 - r a - i NORAF �E TER - - . w :t Go Co PURLIN STRUT TE• PC39- ) ON ?A WINGS )L Ts" Ino X 1-" (43 REQ'D ENDRAFTER £NDRA i� BRIDGE PLATE PC39_ WHEN NO TED ON EREC TION DRA WINGS "W/A325 BOLTS" ATTACH WITH 2 "0 X 1,J " A325 BOL TS (4) REQ "D to I" 1' { I Err rLr♦ rvv 1LLJ v►r i 1 r 1 EREC TION DRA WINGS t IS , "W/A325 BOL TS" A TTACH WITH I 1 � X " EVHED FAR ' I A325 BOL TS (4 REQ'D C�C)MPI.IANCE •- .. �- = _...: 2 3 2004 ... .. E P S i - »; T u kwila Ala - Of u - - - - - - City . . ................. - S ID N - G IVI - U I LD I N B __ ® , - - -.... ... .............. -- - -_..._ - - -- -- - - - - -- - - - -- ..._...........- -- -------- - - - - -- ENDRAFTER ENDRAFTER ��- ENDWALL COLUMNS SINGLE CHANNEL ENDRAFTER (PURL IN AND PURLIN S TRU T) 1 END WALL COLUMNS t ENDRAFTER ENDRAFTER `- ENDWAL L COLUMNS DOUBL E CHANNEL ENDRAFTr'R (PURL #V AND PURL IN STUR T) ENDRAFTER HOT ROLLED RAFTER (PURLIN AND PURLIN STRUT) ENDRAFTER NO TES: I. ALL BOL TS ARE 2 17 0 X 1 A307 UNLESS NOTED. 12. RAFTERS MAY BE SINGLE CHANNEL, DOUBLE CHANNEL OR HOT - ROLLED SECTIONS J REFER TO ENOWALL FRAMING DRA WINGS FOR RAFTERS, COLUMNS, AND CLIPS NOT SHOWN. (*'� CE�inr AUG 1 fFMMr C&'rEp REVISIONS B Y GATE NOTES °RN.9 DATE - - BJK - THIS DRA WING IS NOT TO SCALE cKK. By "n POST & BEA END WALL 19. 42. 00 RGB �� W/ TH AL TERNA fit BRIDGE PL ATE 9/21/t97 '.�tOM•''!i'ax�' :v,•�n„tr • .,,'.'- :�i�:k. YF' w.:l •lr+�•,n. ►a:. +..f. •- .w r•�w.•..wr -..! ........ , w.l.• -r �F..._ i . •. .,..• --1r- .... -w _ •. -.i ry ..►+w.«- .��N. . ..�.. --► ..... .i.�y -w- A• •.... •..- ,� ... -. .... . � . . . ! . - . � _ +„ _... .. _ .,..- .... _. ..-_.. .• . .. .. .! .. . . _... --_ •. -.. n ... -. r ....... .. - ... _. +�.-� -._ � . _ __. .... .. _ .... - --.... ... � ... .. �, . .. . � ... .- ♦ ..«.�.,.. �..: -.w.•- ....... �.+• � .. � .... ►.. •! _. ....,,��../.... �...r« .w.u..�•w�w.w�•- •w.:..•�.1w•.r �..r[ . n .. • � R• 4 s ... •. �,• ^ „��� . +.� f.J �w'.}►.:t. {A►Y�LI.fV�.e.i��;ilyd 'i1r�M lM,•r+lr,/lirl. .. � , 7►^w(•••A+• •1.•��.MI•�� � M♦ ♦. ..w.•w♦w •�YObwa. r _.n •, srY1.....+_.r_... w.. - lr : � �, ':w..:t:'+►,. 0 EA VE STRUT (4)1 0 X 13 A325 BOL TS EA VE STRUT BRA CKE T (SEE SCHEDULE) ENDRAFTER ENDRAFTER CLIP io F`jJj (SEE SCHEDULE) WHEN NO TED ON ERECTION DRA WINGS A325 BOLTS" •-ii E � .°- `t - -,- ? t , A T TACH WITH 1 "0 X 14 " A325 BOLTS ( REQ'D CORNER COLUMN : i 8 i f DE T I i • L A EA VE S TRC, T BRIDGE CHANNEL ENDRAFTER CL277 i DETAIL AT BRIDGE CHANNEL WITH SINGLE CHANNEL RAFTER ANCHORAGE CLIP (SEE DE TAIL "A " OR "B ") EA VE S TRU T BRA CKE T (SEE SCHEDULE) r 8? " GIR T 10" GIRT I GIRT CLIP CL200 GIR T CLIP CL200 CLIP CL274, CL275, OR CL279 W /( ? "0 X 1- rr A325 BOL rS SHEE71NG CLIP PC31 _ (2) BASE CLIPS WI TH (1) S PRUCTURAL SCREW CL278 TYPICAL AT AT EACH ENI). (TYPICAL AT CHANNEL COLUMNS EACH CORNER COLUMN) W1-IEN NO TED ON FREC T %ON DRA WINGS "W/ A325 BOL TS" AT TA CH Wr TH 1 ,00 X 13 A 325 BOL TS ( REQ'0 -� `— SHEETING CLIP CL292 WI TH (1) STRUCTURAL AT EACH END. (TYPIC, EACH CORNER COL UMd ANCHORAGE CLIP (SEE DETAIL "B ") R (N. S.) R(N.S) L CL 738 — x. _ 8 2"' PURLIN � Ir � ANCHORAGE CLIP CL 739 — 12 — 10 PURLIN GABLE GIRT ••• (SEE DETAIL B) CL 741 1: 12 8 PURLIN %__•• -• CL 742 — 1: 12 I GABLE GIR DETAIL FLANGE BRACE I — 10" PURL OR PC54_ AT DOUBLE CHANNEL RAFTER ( WHEN REQ'D BY DESIGN) BOLT RAFTER WEBS ED FQR SEE FREC TJON DRAWINGS • -1i:= - =i TOGETHER A T EACH PEAK DETAIL AT DOUBLE CHANNEL ENDRAFTER (WHEN REQUIRED) EW MC� FOR LOCA TION AND Rpm ; PART NUMBER PURLIN L OCA TION FIELD DRILL ( HOLE • P �3 2QO IN RAFTER FLANGE � f ENDRAFTER SECTION AT DOUBLE CHANNEL RAFTER '!r: ::its: Jrr =i1 1 z • rf jff.. :t =,Fir OW rM,[• , v I� tr ?: :r_ :�: . l:::tr tf::.�' � � jll• :'..� 'j- F:i::i • • {.�?s.. �� ! . ft, Fl=ir :r ?irk' , ciilr'i: { ?a l: r. fr •fei:i °•':::_tri:.::::• sf : �1 :i: }•: - .. ;ft ..:. -= zi ": _: .: ?,iii irr ��t� l / • r: - - :... aim.: :� ..:fc �ri:i 'r.= i 3 ` , —O w , :J. ?rii: • ;;e fJrFF, :i: J fi= s:11;•'i . � 'f :;i j ''Fi rf3i =r:. zrt_�cii:. • _ • ' •z:Fri : rs • • : •i ?:ffrr :'ri:Fj =fFi f iiL=ici ? . .iFi..fr 'ris:lFj : }F °r : :3- ;r••z'jii:'-;:;;rl �zif:: -z ; ?= -=`sr r: •rJ�:::: -�f.. J S -� � ''aF =: -J::a.: rr f..... �- F•:- .::�:: �. i� = r z 'el r. fir.: f •, s }f Iif1FF�: •z.:.. i f. 'Ir.lf fl..:.r •: fs t...: ANGLE 0 0 GA BL E CLIP I t CL 416— I t GABLE GIRT '� GABLE GIR T DETAIL A/ HOT ROLLED RAFTER FLANGE BRACE I (WHEN REQ'D BY DESIGN) PEAK OE TA IL A T HOT -- ROLLED ENDRAFTER (WHEN REQUIRED) SEE EREC DRA WIN FOR LOCH TION AND ' PAR T NUMBER COLUMN TO ENDRAFTER CLIP SCHEDULE SEC T/ ON AT HOT ROLLED RAFTER -SEE PEAK DETAILS R (N. S.) L (N. S ) t (F S.) R (F. S ) f • t. iie :ifff- lFf.=r�if:Fij' ff ?.r... -- i�rf lic ::.: r: i rt .'f. !i ' --• � %{�f[ l:, :ti - J• F: �f ':ice _ •t. r_ tt f r. • if. -t t. , ifF .r. Ir a- ..r• i'1 -. } r.: ?f �i : - : a j ?' ::: ?i3r {i? j;7;lfri: r —0 4 = =i• � =F- :t. . 'r- j ?:...,sr.t� _ =j iiti'rlFt = K •' , • FFi : rF' rt:., • sf�:; :i ? il - :ri • r . ;:• • =_: Fffrt_;ijtl:�?t t: .lei; . °!e . as • - :=eeer : lej •::: rrf =: ? r ' rr .flii rir_s......rr .f .lje: •!e. ae .i fiiF. •r: -•:et purr.. ?�: �;� ff .r frrlff . �i:. sfi? •r •Irr:. , •�i • �'fs }' :i':�':.,. .i=i• 'fFl.. •f.. r .�:• alf . f:. iFe.. {..:::•:.i:ee :- fFf= ::firs..tt•:..•.r = ilfffjr,-..;.f:Ff?f::::••if {t ii ::} :ts } }i. r.•:s; .tr. � .rrrsr: :ft: ' .rf :: rrf } - . }rfllrf r �rllf.. •i d!r f� i. •ri��f f SHEETING •.j:. .,r: =:jj•. :!•F• :e1 .! - r {,•...- .fflfi f J y r :ije: :ire .sJe fjii :•ff'c .se, :lr.t Ifl tr••ii�• Iln �l: Foil f f if , • Jd =. • ?F • =ir!•ri .tri -_: _ .l • :isFl�s• 't • flip •� .: ieer �:' . r r �i •...,, . ,ANGLE . • Frii : :ei : i }ii =� e: s, l • .r + .fie•:::N... r - FF - rfF F r - .:.. I , r °• . r f' • .f }ii' .s } {:r 'rF'. •:f:.==1;r= aj'•Fa•flfi•• •s ie • = Ffl • =f' =t:iF-•':kf - { fr }• �l r�ll,{jff 1 ff� 'c: .l :rr eF}• :ff •f. =•� •.fr }: - r } i ' '. I � � 7j ` .f }i i• - =f�� =s =ir lifri .r GABLE CLIP „F' • fF • .fs, .If }• .f CLIP CL277 f it • s r � � CL 421 s= __ L (N. S.) _� R (F. S.) i (N. S. R(FS) REVISIONS eY DATE NOTES CORRECTS HEX NUT PART MARK FOR R00 W/ "0 THREADS RGB ADDED ANCHORAGE CLIP AND GABLE GIRT DETAILS RNA RGB THIS DRA WING /S NOT TO SCALE dds Rod Brace Clips CL274 & CL279 and (8) Bolts of Peak Detoil RGB DRw. B Y 8JK Cw. By RG8 DATE DATE i�t ct�Q�rt' rwiv. ��// �. �+ 1M�i�t. I• A�• � .+- r•+\''- w...:a+.1R.�ir+l�•►w. .. .,. ., . . ' -. ...• _ ... - t•.'- ••�M.►w�•.r., ..•. wr M/.r•+7 w•i•i• ..�wwr. ... _ .. ... �. .. - ...-. r .. ... - •�..- -.. T . � �.. I It mi trl%j 01 PURLIN WEB STIFFENER CL204 ANCHORAGE CLIP CL493 ANCHORAGE CLIP CL493 WHEN RL QUIRED BY DESIGN. WHEN REQUIRED BY DESIGN WHEN REQUIRED BY DESIGN SEE ERECTION DRA WINGS TO BE INSTALLED ON THE TO BE INSTALLED ON THE FOR L OCA T IONS AS DENOTED DOWN SLOPE SIDE OF THE LIP SL OPE SIDE OF THE 49 Y THE S YMBOL PURL IN, L OCA TIONS WILL BE PURL IN, L OCA TIONS W1L L BE : DENOTED ON EREC DRA WINGS DENOTED ON ERECTION TION DRA WINGS AFTER WITH THE SYMBOL �'�.��. WI TH THE SYMBOL ir f • ' ?- ': Yf r i Ir:i:r rl��l ri•- � - i � :Y ?!�f jY�s?�rr . f :IFrf I �r • � t ., f 7I Fl i f: r ff.:j J �f s l: - c!•I ; RAFTF•R AL TERNA TE FLANGE BRACE A TTACHMEN T ,r FLANGE BRACE (WHEN REQUIRED) MA Y BE L OCA TED ON ONE OR BOTH SIDES OF COLUMN. SEE ERECTION DRA WINGS FOR LOCATION AND PART MARKS. GIR T , j y ,DETAIL B - GIRT CLIP CL200 ,�s , GIRT CLIP CL200 DE TAIL t o a .r ` 1 - SHEETING CLIP CL292 ' (NO TE, (4) BOL IS ARE REQ'D PLA TE TIGH T AGAINST r 3 1 -0 13 t — 0 AT UPHILL ATTACHMENT OF TOP FLANGE OF RAF TER --� FIELD DRILL "0 HOLES BRIDGE CHANNEL Wl4EN UPHILL CHANNEL WHEN TIGHTENING IN ENDRAFTER FLANGE DETAIL A T GIRT PURLIN REQUIRES STRUT CLIP BOL TS.) t CL277,) 4..�� � - ENDRAFTER WI TH HOT - ROLLED COLUMN T qT J. • ANCHORAGE CLIP .(SEE DE TAIL "A" OR "B ") 'r AD f f 1 ::::::::::::.::.: CHEVRON PL TE (FAR SIDE) REM .'=' .:.,.... •_:.....• _:•_ CL 738 — ?. 12 8 PURLIN ' �. GABLE GIRT f :_• = =s� := -CL 739 — �. 12 — 10 " PURL_ IN CL 741 - J: J2 - 8 PURL GABLE GIRT OE TAIL :_:• == FLANGE BRACE I I : = �e =':'_:; = =f =f . •_ • f :. : s: =•' =:__: CL 742 y 1: 12 — 10" PURLIN , _ (WHEN REQ D BY DESIGN) • 1 ::= i. s' = =e• j :; I €f = fi'fepj• == s = = f= ... - . OR PC54_ ' _� A T SINGLE CHANNEL RAFTER C LIP CL277 i � � :''f :s Fr =;f• ' : €=iel- SEE ERECTION DRAWINGS -- tr , rt :•• •f• t rt,.t rtr .• 'i ff= _ • f•• r f t =iF = i; =fii s't c # ° (WHEN �„A T EACH PURLIN - REQUIR PEAK DETAIL A T SINGLE CHANNEL ENDRA F TER FOR L OCA T70 AND :cifi' :;s i- .f rtf s. 1 r • i t.fr•r't f r rf= fr r = •._ N RAFT PART NUMBER y : s ' s• :_•__• ,ffl = #f.. f•r.; =rr,i, r.f =r ff...:sf E D ER CLIP f ;i;e= = jIe• =eif'if ;f •fss =:• szt;3i•fr ='iie =;Fizii ifr=:i ? t •_: •: •i;t f�r. •,s;.s i�•. fii;ri• f s ffF= ?::; -.:•• ''e- ' ,'_; :• _ _:' : f 1f F f f ' f f,•;-•f-'fff = fi f f e •�•_'' '' (SEE SCHEDULE) (NO HOLD CHEVRON ; ,e: %i. • s r ,:•: =•s f- __ srf••• '•' sY3? VRON * 'g • e == .fr •_ = •:•.r• :f PLATES TIGHT AGAINST FIELD DRILL 0 HOLE :• ,}r• s :3f r - 'f'ft ( ) ` �: ' f f: =: %fI f= :.: ff.:.::f• _. WHEN NO ON - 1 i . _t, :- =:�, =s •rf .,= }ff• •`'= 'ef'r f = =sf= =j =£' ='' f ERECTION DRA WINGS TOP FLANGE OF RAFTER - F "0 H IN RAFTER FLANGE =ee• j�e `�' f•r.: =Fl - ' i' =' ELD OLES •_ � r �. -.• �' 2 BOLT ® •• :;� r f = �{ =f=1•ff:= W/ A 3 5 S CHANNEL �V 4EN TI GH TEN/NG '"'` —_ , _ . % =ff= .r = : =f = s�f• f — -_- IN ENDRAFTER FLANGES , ATTACH W1 TH ' "0 X 14 " BOL TS) SEC TION AT SINGLE CHANNEL RA F TER ' ei;eie : =tr t 3 A325 BOLTS ( R — l , f° f�' : •l:: EQ D -� �ENORAFTER _ - ' t r • ei - i. f =s fr r. • 1 S f l .f HEX NUT AN F a. D L WASHER - •- t. - r;r :�i' e1= :r::::•{s:... f fifi :: =1:: .r..... of :• a" - eie ° et • ,f .- ritj: r - •s: -•e r T A T E AC H '�• r: E C END OF ROD "�:::.:�•- • �e.• :r r D �i:- :fe• • l:: fe: • t. , f•:- f 1 r =Fir:::• %:•• BOTH SHIPPED LOOSE �rs :::r•: -t-•- - � -Sid .1. :ri... •:t:::. t T R A W1 rH 0 THREADS HR A :� � =: S U H >7 E D USE :� === NG m rrt SEE F . 'F :i:.- :•r rjre�; _e' : =t : : f.-� . i %• if iii:.. ': z . s 's :ir: f.. r rr ' �r. NUT MN500 AN A .�:. -. mi l• D W A SH ER WF50 ANGLE 0 .f A G E ) AT R et=: rr RO W H RI THREADS USE � �Qt I t o �'u' =r 0 0 f I M arc NUT M . U N AN WASHER H R =: = 0 S E WF56 2 f 1 r r _ t 1 1 Vii; r:• 1 A L C L IP �r -• G } B E CL ts: •rr• -� y • r: r == •f' 1. � 7 j r Fr::. 1 }• CL 416_ t CHEVRON F ATF (BOTH SIDES) r •t CLIP CL274 CLIP C CL 7 7 L2 CL 275 OR CL 27 W /( 2"'0 X 145" A325 ROL IS /r ROD BRACE — WR___., - - CLIP CL274, IF REQUIRED BY DESIGN. CL275, OR CL279 SEE ERECTION DRA WINGS W /(2) I ' 2 0 X J4 " FOR L OCA TIONS. A 325 BOLTS ern r ^1 ,n ANCHORAGE CLIP CL 493 WHEN REQUIRED ALONG WV WEB STIFFENER CL 204 0 i E L OCA TIONS Wll C BE DENO T ON ERECTION ORA WINGS M THE SYMBOL BESIDE Th THE SYMBOL BRIDGE CHANNEL GC_ WHEN NO TED ON FREC ,ION DRA WINGS "W/ A325 BOL IS - ATTACH K1 7H s - "0 X 1 " A325 BOLTS SHEETING ANGLE V70 (5' -5) V 21 (16 i ATTACK WITH (2) STRUCTURAL SCREWS AT EACH PURLIN SEE DETAIL "A " FIELD BURN HOLES IN GIR TS AS REQUIRED L No TES: At1G 1. ALL BOLTS ARE 1 7 0 X 14"' A307 UNLESS NOTED. 011 " c%rF 2. RAFTERS MAY BE SINGLE CHANNEL, DOUBLE CHANNEL OR HOT— ROLLED SECTIONS. j. COLUMNS MAY BE SINGLE CHANNEL, DOUBLE CHANNEL OR HOT—ROLLED SECTIONS. 4. WEBS OF DOUBLE CHANNEL COLUMNS MUST BE BOLTED TOLE rHEER A T S TANDARD GIR T LOCA TONS. 5. WEBS OF DOUBLE CHANNEL RAFTERS MUST BE BOLTED TOGETHER A T EACH PURLIN LOCH TION. P r I ' r J • i• s + j . POS & .SEA ENDWALL 19/ 35.08 W TH _ FL USN COL UMNS W1 THOU T PEA K COL UMN 04111104 _ , - .. � - .. ..• .�:• . . w.L� ...i. .. ;.�... -...., /t-L• w � ..... •« / � v,. . .• �+. •�iJ•i�i/�rli''A M w . ".. L •��� swa� +�► i+... .i�+i. . w'r. �+�Y�rriilY►�/r.� i�' .!► � I� i f GIRT CLIP CL 723 A T FL USH ff= AND INSET GIR TS CLIP CL274 CL 727 AT BYPASS f , f =f:: : CL275, OR CL279 GIR TS - =. A325 BOL TS BEVEL EA VE STRUT BRACKET CLIP "R" CLIP "L" 11 2. 12 CL 705 CL 70OR CL 700L 1:12 CL 707 CL 701 R CL 701L 2.12 CL 709 CL 702R CL 702L 3: 12 CL 711 CL 703R CL 703L 4:12 CL 713 CL 704R CL 704L REVISIONS eY DATE NOTES CORRECTS HEX NUT PART MARK FOR R00 W/ "0 THREADS RGB ADDED ANCHORAGE CLIP AND GABLE GIRT DETAILS RNA RGB THIS DRA WING /S NOT TO SCALE dds Rod Brace Clips CL274 & CL279 and (8) Bolts of Peak Detoil RGB DRw. B Y 8JK Cw. By RG8 DATE DATE i�t ct�Q�rt' rwiv. ��// �. �+ 1M�i�t. I• A�• � .+- r•+\''- w...:a+.1R.�ir+l�•►w. .. .,. ., . . ' -. ...• _ ... - t•.'- ••�M.►w�•.r., ..•. wr M/.r•+7 w•i•i• ..�wwr. ... _ .. ... �. .. - ...-. r .. ... - •�..- -.. T . � �.. I It mi trl%j 01 PURLIN WEB STIFFENER CL204 ANCHORAGE CLIP CL493 ANCHORAGE CLIP CL493 WHEN RL QUIRED BY DESIGN. WHEN REQUIRED BY DESIGN WHEN REQUIRED BY DESIGN SEE ERECTION DRA WINGS TO BE INSTALLED ON THE TO BE INSTALLED ON THE FOR L OCA T IONS AS DENOTED DOWN SLOPE SIDE OF THE LIP SL OPE SIDE OF THE 49 Y THE S YMBOL PURL IN, L OCA TIONS WILL BE PURL IN, L OCA TIONS W1L L BE : DENOTED ON EREC DRA WINGS DENOTED ON ERECTION TION DRA WINGS AFTER WITH THE SYMBOL �'�.��. WI TH THE SYMBOL ir f • ' ?- ': Yf r i Ir:i:r rl��l ri•- � - i � :Y ?!�f jY�s?�rr . f :IFrf I �r • � t ., f 7I Fl i f: r ff.:j J �f s l: - c!•I ; RAFTF•R AL TERNA TE FLANGE BRACE A TTACHMEN T ,r FLANGE BRACE (WHEN REQUIRED) MA Y BE L OCA TED ON ONE OR BOTH SIDES OF COLUMN. SEE ERECTION DRA WINGS FOR LOCATION AND PART MARKS. GIR T , j y ,DETAIL B - GIRT CLIP CL200 ,�s , GIRT CLIP CL200 DE TAIL t o a .r ` 1 - SHEETING CLIP CL292 ' (NO TE, (4) BOL IS ARE REQ'D PLA TE TIGH T AGAINST r 3 1 -0 13 t — 0 AT UPHILL ATTACHMENT OF TOP FLANGE OF RAF TER --� FIELD DRILL "0 HOLES BRIDGE CHANNEL Wl4EN UPHILL CHANNEL WHEN TIGHTENING IN ENDRAFTER FLANGE DETAIL A T GIRT PURLIN REQUIRES STRUT CLIP BOL TS.) t CL277,) 4..�� � - ENDRAFTER WI TH HOT - ROLLED COLUMN T qT J. • ANCHORAGE CLIP .(SEE DE TAIL "A" OR "B ") 'r AD f f 1 ::::::::::::.::.: CHEVRON PL TE (FAR SIDE) REM .'=' .:.,.... •_:.....• _:•_ CL 738 — ?. 12 8 PURLIN ' �. GABLE GIRT f :_• = =s� := -CL 739 — �. 12 — 10 " PURL_ IN CL 741 - J: J2 - 8 PURL GABLE GIRT OE TAIL :_:• == FLANGE BRACE I I : = �e =':'_:; = =f =f . •_ • f :. : s: =•' =:__: CL 742 y 1: 12 — 10" PURLIN , _ (WHEN REQ D BY DESIGN) • 1 ::= i. s' = =e• j :; I €f = fi'fepj• == s = = f= ... - . OR PC54_ ' _� A T SINGLE CHANNEL RAFTER C LIP CL277 i � � :''f :s Fr =;f• ' : €=iel- SEE ERECTION DRAWINGS -- tr , rt :•• •f• t rt,.t rtr .• 'i ff= _ • f•• r f t =iF = i; =fii s't c # ° (WHEN �„A T EACH PURLIN - REQUIR PEAK DETAIL A T SINGLE CHANNEL ENDRA F TER FOR L OCA T70 AND :cifi' :;s i- .f rtf s. 1 r • i t.fr•r't f r rf= fr r = •._ N RAFT PART NUMBER y : s ' s• :_•__• ,ffl = #f.. f•r.; =rr,i, r.f =r ff...:sf E D ER CLIP f ;i;e= = jIe• =eif'if ;f •fss =:• szt;3i•fr ='iie =;Fizii ifr=:i ? t •_: •: •i;t f�r. •,s;.s i�•. fii;ri• f s ffF= ?::; -.:•• ''e- ' ,'_; :• _ _:' : f 1f F f f ' f f,•;-•f-'fff = fi f f e •�•_'' '' (SEE SCHEDULE) (NO HOLD CHEVRON ; ,e: %i. • s r ,:•: =•s f- __ srf••• '•' sY3? VRON * 'g • e == .fr •_ = •:•.r• :f PLATES TIGHT AGAINST FIELD DRILL 0 HOLE :• ,}r• s :3f r - 'f'ft ( ) ` �: ' f f: =: %fI f= :.: ff.:.::f• _. WHEN NO ON - 1 i . _t, :- =:�, =s •rf .,= }ff• •`'= 'ef'r f = =sf= =j =£' ='' f ERECTION DRA WINGS TOP FLANGE OF RAFTER - F "0 H IN RAFTER FLANGE =ee• j�e `�' f•r.: =Fl - ' i' =' ELD OLES •_ � r �. -.• �' 2 BOLT ® •• :;� r f = �{ =f=1•ff:= W/ A 3 5 S CHANNEL �V 4EN TI GH TEN/NG '"'` —_ , _ . % =ff= .r = : =f = s�f• f — -_- IN ENDRAFTER FLANGES , ATTACH W1 TH ' "0 X 14 " BOL TS) SEC TION AT SINGLE CHANNEL RA F TER ' ei;eie : =tr t 3 A325 BOLTS ( R — l , f° f�' : •l:: EQ D -� �ENORAFTER _ - ' t r • ei - i. f =s fr r. • 1 S f l .f HEX NUT AN F a. D L WASHER - •- t. - r;r :�i' e1= :r::::•{s:... f fifi :: =1:: .r..... of :• a" - eie ° et • ,f .- ritj: r - •s: -•e r T A T E AC H '�• r: E C END OF ROD "�:::.:�•- • �e.• :r r D �i:- :fe• • l:: fe: • t. , f•:- f 1 r =Fir:::• %:•• BOTH SHIPPED LOOSE �rs :::r•: -t-•- - � -Sid .1. :ri... •:t:::. t T R A W1 rH 0 THREADS HR A :� � =: S U H >7 E D USE :� === NG m rrt SEE F . 'F :i:.- :•r rjre�; _e' : =t : : f.-� . i %• if iii:.. ': z . s 's :ir: f.. r rr ' �r. NUT MN500 AN A .�:. -. mi l• D W A SH ER WF50 ANGLE 0 .f A G E ) AT R et=: rr RO W H RI THREADS USE � �Qt I t o �'u' =r 0 0 f I M arc NUT M . U N AN WASHER H R =: = 0 S E WF56 2 f 1 r r _ t 1 1 Vii; r:• 1 A L C L IP �r -• G } B E CL ts: •rr• -� y • r: r == •f' 1. � 7 j r Fr::. 1 }• CL 416_ t CHEVRON F ATF (BOTH SIDES) r •t CLIP CL274 CLIP C CL 7 7 L2 CL 275 OR CL 27 W /( 2"'0 X 145" A325 ROL IS /r ROD BRACE — WR___., - - CLIP CL274, IF REQUIRED BY DESIGN. CL275, OR CL279 SEE ERECTION DRA WINGS W /(2) I ' 2 0 X J4 " FOR L OCA TIONS. A 325 BOLTS ern r ^1 ,n ANCHORAGE CLIP CL 493 WHEN REQUIRED ALONG WV WEB STIFFENER CL 204 0 i E L OCA TIONS Wll C BE DENO T ON ERECTION ORA WINGS M THE SYMBOL BESIDE Th THE SYMBOL BRIDGE CHANNEL GC_ WHEN NO TED ON FREC ,ION DRA WINGS "W/ A325 BOL IS - ATTACH K1 7H s - "0 X 1 " A325 BOLTS SHEETING ANGLE V70 (5' -5) V 21 (16 i ATTACK WITH (2) STRUCTURAL SCREWS AT EACH PURLIN SEE DETAIL "A " FIELD BURN HOLES IN GIR TS AS REQUIRED L No TES: At1G 1. ALL BOLTS ARE 1 7 0 X 14"' A307 UNLESS NOTED. 011 " c%rF 2. RAFTERS MAY BE SINGLE CHANNEL, DOUBLE CHANNEL OR HOT— ROLLED SECTIONS. j. COLUMNS MAY BE SINGLE CHANNEL, DOUBLE CHANNEL OR HOT—ROLLED SECTIONS. 4. WEBS OF DOUBLE CHANNEL COLUMNS MUST BE BOLTED TOLE rHEER A T S TANDARD GIR T LOCA TONS. 5. WEBS OF DOUBLE CHANNEL RAFTERS MUST BE BOLTED TOGETHER A T EACH PURLIN LOCH TION. P r I ' r J • i• s + j . POS & .SEA ENDWALL 19/ 35.08 W TH _ FL USN COL UMNS W1 THOU T PEA K COL UMN 04111104 _ , - .. � - .. ..• .�:• . . w.L� ...i. .. ;.�... -...., /t-L• w � ..... •« / � v,. . .• �+. •�iJ•i�i/�rli''A M w . ".. L •��� swa� +�► i+... .i�+i. . w'r. �+�Y�rriilY►�/r.� i�' .!► � I� i f GIRT CLIP CL 723 A T FL USH ff= AND INSET GIR TS CLIP CL274 CL 727 AT BYPASS f , f =f:: : CL275, OR CL279 GIR TS - =. A325 BOL TS .• INSIDE CORNER FLASH NC13 . 9 get TRIM FASTENERS Y (4) REQUIRED Y b .1 4 ( 1 l .1 �1 • Y . I► �l OP TIONAL INSULA TION TRIM N Y14 TRIM FA S TENERS (4) REQUIRED Al r I� �1 �t X1 I IN IIjh�d '� I JI . I s FIELD MI TER ' BASE FLASH ATTACH OPTIONAL INSULATION TRIM W TH (2) STRUCTURAL SCREWS AT BASE, GIR TS, AND EA VE/GABL E OPTIONAL INSULA TION TRIM N Y14 FIELD CUT PANELS AS REQUIRED INSULA 71ON (NOT BY STAR) SEC TION 'A BASE TUBE SHOWN (SEE SECTIONS FOR OTHER BASE FRAMING) i 1RIMb/ FASTENERS AT ?'—A 0. G. SECTION '8' WALL SCREWS AT 5 " -7" -5" 0. f'IELD CUT PANELS AS REQUIRED CORNER FLASH NC1 SECTION "C" trutfUt K I"L UV r NG75 _ t It IND r - RMENVED FOR GODE COMPLIANCE ' BASE FLASH - r � � (SEE SCHEDULE) ANCHOR NOT BY STAR ` • j BASE CHANNEL t SEP 23 2004 BA SE GIRT Cty Of Tukwia BUILDING DIVISION . INSULA TION 1 "0 POP RI VET ' I I (NOT BY STAR) AT l'- 0 0. C. OPTIONAL j h BASE GA T ' RUBBER FILLER I j1 OPTIONAL / (SEE FRAMING BASE ANGLE TRIM 1 STRIP NG74 1 RUBBER PLUG ELEVA TIONS) • I iBF67T � 7 NG 5 �-- OR ; 1 i I RUBBER PLUG (NOTE, FILLER STRIP / • NG75 NOT AVAILABLE FOR ' THIS CONDI TION) c BASE .I �l I WALL SCREWS '''' ' MN. B DATE NB3 INSIDE CORNER FLASH NC 13 AT 5 0. C. '' '''�' '• NB5 4 REDRAWN ON CAD AND CHANGED CORNER FLASH PART NUMBER. LEC RB LEC - ,, •, THIS DRAWING IS NOT TO SCALE ADDS BASE ANGLE TRIM, FLASH NOrt, FLASH AND PANEL LAPS RB C,,,K BY DATE "OPTIONAL " r� CONS TRUCTION DE TA IL S • 6 ADDS INSULATION TRIM AND CORRECTS NOTE 2 RB Y LAP SCREW #P OMl rS Western Region Only) NOTE AT "BASE ANGLE /M" RB AT EACH SIDELAP •''' f r '� • ` . WALL PANEL ENDLAP ADDS "BASE GIRT' DETAIL WITH 8ASf FLASH R8 (REFER TO ERECTION DRA WINGS) I �l WALL SCREWS - Ilk M A ♦ :t! :_. K �._ �+i.•w.l• -•= -+ .+ r i - • M. w. - r- .- - s •• Mme f+ ....�. .. ..� -r •. + -•r... • n . + .• - ♦r�+•.r.► _ ..l�A �. •► w . • .•!r. -. f -.�- .�A,r�,+. +rte A •.! M, - ;. ..� ...1 .+. y .w w . . ,. -. ... ++'M. + 1 ♦. . y' ♦ .•r .� ,+! ' �. •. ".. . ;.,�• Y..�'.i - - :. - P�1.1.14: 4 .., -• _ .r,,...� ♦G'- .Iw♦W. -.. " �1.... =4�IK��'�t'�.I► /' �yibl•+ �1 .•t��r- �.fa.n.Ati. "�.r,...�tir'• - YY,... ..�rv���r .._ - _ +illYMlrlrfM�1.�/I�Illt'i �Ji �l'I1�1 ! _ _ "Sr�.� �•� -w ..Y..IM�..�Mwr..0.0•l � �y •r..v�.. • _ ... .r�� - .ii1. r��• 1 y `"�r�•,r� -� + i�Y�w ...r.r,�.�.YM+- .�w.r.M��. +a...- - . ti�.r..tiiihr.1�I1 .: �- f - i•l- .i�.- .-i. -� - , ..M��+•V'YL t 1,�i. • .r1.v �'�•�}M'h T .� r � • w�+'�I if '. � .. .. � � •r 4.s. i:f'� -.d A T 1 '-- 0 0. C. fr, " 1 / LAP SCREWS () A T 2"_ 0. C. '� I JI . I s FIELD MI TER ' BASE FLASH ATTACH OPTIONAL INSULATION TRIM W TH (2) STRUCTURAL SCREWS AT BASE, GIR TS, AND EA VE/GABL E OPTIONAL INSULA TION TRIM N Y14 FIELD CUT PANELS AS REQUIRED INSULA 71ON (NOT BY STAR) SEC TION 'A BASE TUBE SHOWN (SEE SECTIONS FOR OTHER BASE FRAMING) i 1RIMb/ FASTENERS AT ?'—A 0. G. SECTION '8' WALL SCREWS AT 5 " -7" -5" 0. f'IELD CUT PANELS AS REQUIRED CORNER FLASH NC1 SECTION "C" trutfUt K I"L UV r NG75 _ t It IND r - RMENVED FOR GODE COMPLIANCE ' BASE FLASH - r � � (SEE SCHEDULE) ANCHOR NOT BY STAR ` • j BASE CHANNEL t SEP 23 2004 BA SE GIRT Cty Of Tukwia BUILDING DIVISION . INSULA TION 1 "0 POP RI VET ' I I (NOT BY STAR) AT l'- 0 0. C. OPTIONAL j h BASE GA T ' RUBBER FILLER I j1 OPTIONAL / (SEE FRAMING BASE ANGLE TRIM 1 STRIP NG74 1 RUBBER PLUG ELEVA TIONS) • I iBF67T � 7 NG 5 �-- OR ; 1 i I RUBBER PLUG (NOTE, FILLER STRIP / • NG75 NOT AVAILABLE FOR ' THIS CONDI TION) c BASE FLASH DATE NOTES NB2 MN. B DATE NB3 INSIDE CORNER FLASH NC 13 NB4 TRIM FASTENERS NB5 4 REDRAWN ON CAD AND CHANGED CORNER FLASH PART NUMBER. LEC RB h ♦ 1 j a •f ANCHOR BASE FLASH NOT BY STAR (SEE SCHEDULE) BASE ANGLE TRIM BA SE GIR T NO TES: T. SIDEWALL PANEL LENGTH IS EQUAL TO NOMINAL EA VE HEIGHT. 2. ALL BASE FLASH, RUBBER, FOAM OR METAL RIB FILLERS ARE OPTIONAL ITEMS AND MAY OR MAY NOT BE ON JOB FOR INSTALLATION. J. STAR TRIM PARTS ARE PROVIDED IN STANDARD LENGTHS AND MAY REQUIRE FIELD CUTTING TO LENGTH. (NO TE! REMAINDER MA Y BE REQUIRED A T A DIFFERENT L OCA RON) AUG ftft*r % ,•,: �, •; 1; •;•; r,�1; 1�1; 1 • • r 1,1 I ., ., ,I r r ,, ., r ,, �,,• , � - �i�., r�1��_�• •r ., r - I�f1'7 ,,, ,, 1, •, 1, r, 1, r, 1, I, I, 1, 1 • • r r l r•,'r •• r r, I,/ I, .. • 1 1 1 1 • • . 1 •; •: .; r, •, •, • r r •., f?EVISIONS BY DATE NOTES MN. B DATE INSIDE CORNER FLASH NC 13 TRIM FASTENERS 4 REDRAWN ON CAD AND CHANGED CORNER FLASH PART NUMBER. LEC RB LEC DURA — R/ B WALL PANEL . 0. 1.0 THIS DRAWING IS NOT TO SCALE ADDS BASE ANGLE TRIM, FLASH NOrt, FLASH AND PANEL LAPS RB C,,,K BY DATE "OPTIONAL " CONS TRUCTION DE TA IL S 6 ADDS INSULATION TRIM AND CORRECTS NOTE 2 RB OMl rS Western Region Only) NOTE AT "BASE ANGLE /M" RB 04 11 04 1 1 ADDS "BASE GIRT' DETAIL WITH 8ASf FLASH R8 Ilk M A ♦ :t! :_. K �._ �+i.•w.l• -•= -+ .+ r i - • M. w. - r- .- - s •• Mme f+ ....�. .. ..� -r •. + -•r... • n . + .• - ♦r�+•.r.► _ ..l�A �. •► w . • .•!r. -. f -.�- .�A,r�,+. +rte A •.! M, - ;. ..� ...1 .+. y .w w . . ,. -. ... ++'M. + 1 ♦. . y' ♦ .•r .� ,+! ' �. •. ".. . ;.,�• Y..�'.i - - :. - P�1.1.14: 4 .., -• _ .r,,...� ♦G'- .Iw♦W. -.. " �1.... =4�IK��'�t'�.I► /' �yibl•+ �1 .•t��r- �.fa.n.Ati. "�.r,...�tir'• - YY,... ..�rv���r .._ - _ +illYMlrlrfM�1.�/I�Illt'i �Ji �l'I1�1 ! _ _ "Sr�.� �•� -w ..Y..IM�..�Mwr..0.0•l � �y •r..v�.. • _ ... .r�� - .ii1. r��• 1 y `"�r�•,r� -� + i�Y�w ...r.r,�.�.YM+- .�w.r.M��. +a...- - . ti�.r..tiiihr.1�I1 .: �- f - i•l- .i�.- .-i. -� - , ..M��+•V'YL t 1,�i. • .r1.v �'�•�}M'h T .� r � • w�+'�I if '. � .. .. � � •r 4.s. i:f'� -.d ,•,: �, •; 1; •;•; r,�1; 1�1; 1 • • r 1,1 I ., ., ,I r r ,, ., r ,, �,,• , � - �i�., r�1��_�• •r ., r - I�f1'7 ,,, ,, 1, •, 1, r, 1, r, 1, I, I, 1, 1 • • r r l r•,'r •• r r, I,/ I, .. • 1 1 1 1 • • . 1 •; •: .; r, •, •, • r r •., F R TO ROOF A E P N RE EL T CONS RUC TlON DRA WINGS FOR SECTIONS AND SCREW PLACEMENT A T EA VE AND GABLE. WALL SCREWS — AT 5 " -7 " -5" O.C. INSULATION INSULA TION NOT BY STAR) (NOT BY STAR) OPTIONAL ( OPT10NAl RUBBER A RUBBER FILLER 1 R FILLER � BASE TUBE lI I BASE ANGLE t STRIP NG74 STRIP NG74 // BAll (10' -0) BT10 � R OR ( / — B 1 ( o) ,RUBBER PLUG l / I RUBBER PLUG .. 'NG75 / NG75 CORNER FLASH •- .-• . , .• � .. •- . o . � - • ° p ' NCI - BASE FLASH �• B �• •. - ASE FLASH M (SEE SCHEDULE) ''' ' (SEE SCHEDULE) • i ANCHOR w f'OT BY STAR f BASE TUBE , BASE ANGLE r A T TA CH BASE FL A SH WI TH S TRUC TURAL SCREW A T EACH LAP, TERMINATING END, AND CEN TER UN TIL PANEL IS INS TA L ED. INSULA TION (NOT BY STAR) OPTIONAL INSULA TION TRIM NR 7 ATTACH OP T7ONAL #VSULA TION TRIM WI TH (2) S TRUC TURA L SCRE WS A T BASE, GIR TS, AND EA VE /GABLE TRIM AIR • . FIELD MI TER BASE FLASH :�1 ' TRIM FA S TENERS ' A r 2'-0 0. C. TRIM FASTENERS AT 2'-O 0. C. INSIDE CORNER FLASH NC 13 TRIM FASTENERS AT 2' -0 O.C. F R TO ROOF A E P N RE EL T CONS RUC TlON DRA WINGS FOR SECTIONS AND SCREW PLACEMENT A T EA VE AND GABLE. WALL SCREWS — AT 5 " -7 " -5" O.C. INSULATION INSULA TION NOT BY STAR) (NOT BY STAR) OPTIONAL ( OPT10NAl RUBBER A RUBBER FILLER 1 R FILLER � BASE TUBE lI I BASE ANGLE t STRIP NG74 STRIP NG74 // BAll (10' -0) BT10 � R OR ( / — B 1 ( o) ,RUBBER PLUG l / I RUBBER PLUG .. 'NG75 / NG75 CORNER FLASH •- .-• . , .• � .. •- . o . � - • ° p ' NCI - BASE FLASH �• B �• •. - ASE FLASH M (SEE SCHEDULE) ''' ' (SEE SCHEDULE) • i ANCHOR w f'OT BY STAR f BASE TUBE , BASE ANGLE r A T TA CH BASE FL A SH WI TH S TRUC TURAL SCREW A T EACH LAP, TERMINATING END, AND CEN TER UN TIL PANEL IS INS TA L ED. INSULA TION (NOT BY STAR) OPTIONAL INSULA TION TRIM NR 7 ATTACH OP T7ONAL #VSULA TION TRIM WI TH (2) S TRUC TURA L SCRE WS A T BASE, GIR TS, AND EA VE /GABLE TRIM AIR • . FIELD MI TER BASE FLASH :�1 ' TRIM FA S TENERS ' A r 2'-0 0. C. STARSEAL SEALANT STARSEAL SEALANT LAP SCREWS MA 18725 22 „ MA 18725 IN LINE WNTH LAP SCREW i PURL IN WEB ROOF SCREW SIDELAP DETAIL LAP SCREW A T uEA CH MA JOR RIB ' UR LIN P EAK ENDLAP DETAIL P � - To C) C. 0 0 - •/0 ri I I TYh 6 A S , R . O 1 OF 6 � • S P 6 r N y ' 6 I G A S . f N D 6 L A P , 6 i 6 . 6 - I • G i N I 5 GRE IGA� L t t I � ; • � • 1 q T pF SCR f D • f-.�_� So G • _ t ♦f .� �i � r �-. i J M " i r r A • �1/ r J - - r •� S+ /� r �.. ��.. - - , -- . N DETAIL "B" L 5£AL.I T MA 18725 DETAIL "A " EXTEND TO POINT BEYOND EA VE STRUT TYPICAL LAP DETAIL v , a y RIDGE CAP (STANDARD) NP1 (1. 12) } NP21: 12) ,• NP3 (2:12) NP4 (3: 12) J1/P5 (4:12) LAP SCREW AT ; PEAK SIDELAP RIDGE PANEL j ' 1 ' (OPTIONAL FIELD "WALK OVER" ROOF PANEL FOR ?: 12 SLOPE ONL Y) f = 6 TRIM FASTENERS y v ,�•'r, �i • 1. III ' _ _ , .. _ — • I t , , I r s c r - _- - OP TONAL INSULA TION TRIM s NP53 NO TE 1. INSULA TION NOT BY STAR. a LAP SCREW ,2. INSTALL AS INSULA TION AND ROOF SHEETING IS BEING APPLIED. Y ' TEMPORAR Y A T TA CHMEN T, IF REQUIRED, NOT BY STAR. �— S TARSEAL SEALAN T MA 18725 .. (PIGTAIL MUST BE ,IN PLACE) j CME PROV i t f P S E O . t a 1 _ � N _ D 111 - - D - - C D N - L u *.,::.*::.,.,.�.I..,.".,.,.".,.:.".,:::.,:.7.�*.::.*:_,:.�.�I.I..-Z."-14 .......... -+� = , — STARSEA N0TEE• 1 - THE FASTENER SPACINGS SHOWN ON THIS DRAWING ARE NOT INTENDED FOR UL —90 RATED ROOFS. IF THE ROOF IS SPECIFIED qF,, vor AND ORDERED AS UL-90, USE FASTENER SPACING SHOWN ON DRAWING 35.02, TITLED "S TAROOF- 90' CONS TRUC T10N DETAILS' • 2 STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR FASTENER SHORTAGES CAUSED BY USING THE WRONG FASTENER SPACING. • r J. ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL SHAVINGS OR FIELD CUTTING FILINGS AT THE END OF EACH DAY TO PREVENT RUSTING OF THESE PARTICLES. 4. DURA — RIB ROOF PA NEL ANUS r BE A T TA CH£D TO PURL IN S TRU TS INDICA TED -- ( OR -0 40 ) WN TH THE SAME SPACING AS USED ON STANDARD ROOF PURLINS. REVISIONS eY DATE NOTES �. BY DATE , 5 E DR A W11I ON CAD, ADDED OPTIONAL INSULATION TRIM LEC RB L 6 OiRRE TS S CREWS A t : 1 ? RIDGE PANEZ, - THIS DRA WING lS NOT TO SCALE ca�c aY '� 35. 01.09 AD N LAP e � NOTES RB DATE S TA ROOF - J O q V NO It 4 - Re UNOERWR/ MRS LABO ,. RA TORIES CLASSIFIED 30 FOUR WIND UPLIFT RESISTANCE ONL Y. CONS DETA DOfO INSULATION TRIM FOR 12 PURL INS AND : 12 RIDGE CAP RB 9 HANGED OPPTIONAL INSULA TJOIN TRIM PART MARK RB _ ' 09/22/02 �, .. .... .. .. _. __... . . .»•w . ... .. .... .... ... .•.� . .._- .r.•y -_•. ...� -- ..r... .. .... -. .• • .. ,.r. r.... .....r +w,•.M.r -- ••A•'..... •+..I+.+.w..«....�a.. ...r •N+.+, r►ir . a .. ... .. ,N .r M...w -. ♦ . ,.. -• ...•w•. ., ...... -i,,, ,.1 a. w._,F 1Y. ' -mw �.1+.�+� Y'M•M. r{...y ... .,ti ,'"'T^ \nM ♦ •+Ar i. .J• NV ••M•. 40A GK W1 /EH FIELD CUT TOP OF DOWNSPOUT TO FI T BE vEL OF GU T TER. USE DOWNSPOUT AS TEMPLATE TO MARK BOTTOM OF GU T T£R. DRILL e "O HOLE IN GUTTER AND FIELD CUT AS SHOWN. BEND TABS DOWN AND ATTACH THE DOWNSPOUTS Wl TH (3) TRIM FA S TENERS SD50_. DO WNSPOU T A T TA CHMEN T If BEAD OF CAULK ROOF SCREWS A� S CREWS � 1�, A T 5 -7 -5 O/C EAVE TRIM NG1_ LAP SCREWS AT BA CH SIDEL AP DOWNSPOUT WALL SCREWS STRAP NK1_ AT 5 - / 7 5 O C e 1 DOWNSPOUT SEC TION AT DURA —RIB WALL I e P cr1?9_ w BEAD OF CAULK POOF SCREWS BEAD OF CAULK LAP SCREWS 13 AT 5- 7 -5 O/C ROOF SCREWS A r 5- 7 -5 O/C LAP SCREWS AT 5- 7 -5 p/C DOwIv A T 5 -7 -5 0/C DOWNSPOUT NK11_ EA VE TRIM NKj_ DOWNSPOUT FIELD CUT, NG2_ EA 1/E TRIM FIELD CUT NK11 _ IF REQUIRED j •I SEAL DOWNSPOUT TO - GU T TER CONNEC TION WI TH GUTTER SEALANT (GU TSEAL) 1 r �r 0 v I 0 1 DOWNSPOUT NK3_ r 0 ELBOW DOWNSPOUT STRAP NK1_ NK4_ A T TOP AND BO T TOM OF _ = == DOWNSPOUT AND A T EACH '� sfJSs ' = ?s: SPLICE. ATTACH WITH ='r (5) TRIM FASTENERS. 5050_ ...... STANDARD DOWNSPOUT REVISIONS BY ADDS AL TERNA TE DOWNSPOUTS RGB ADDED W ALL AND LAP SCREW SPACING TO EAVE SECTIONS GMC RGB REMOVED DP_ DOWNSPOUTS AND ELBOWS RGB CHANGED 1 "A POP RI VET PART MARK RGB GUTTER SUPPORT SCHEDULE WALL PANEL ROOF SL OPE LAP SCREWS A T NG3_ 2:12 1 � 4:12 �•�•- ��. , L FIELD MEASURE ` • w NH30_ NH31 _ FA CH SIDEL AP S TARMARK NH30_ - NH30_ TRIM FASTENERS DOWNSPOUT AND CU T - - ELBOW NK13_ NH31 _ NH31 _ NH32_ H32_ - L 5050_ (3) REQUIRED NK3_ TRIM FA TENERS TOP &BACK. ATTACH WITH - - DOWNSPOUT _ L LENGTH. (NOTE, THE REMAINDER MAY BE REQUIRED • • SEAL W1 TH GUTTER SEALANT - ) FIELD Cu T, 5050_ (J) REQUIRED GU T EA STRAP NK1_ WALL " SCREWS DOWNSPOUT 4 r r ' ' ELBOW IF REQU/REC ELBOW ' THE END OF EA CH A Y �o , • A T 6 O/C STRAP NK1_ - G T R T NK4_ NK4_ ELBOW TRIM FASTENERS - ' 1 • NK 13_ SD50- (4) REQUIRED DOANSPOU r � 1 •' DOWNSPOUT i • I � TRIM FASTENERS ` • DO WNSPOUT DO WNSPOUT , I ti A SD50_ (4) REQUIRED D01M111SPOUT s FIELD CUT, NK3_ x IF REQUIRED DOWNSPOUT FIELD CU T, ' ` r STRAP NK1_ IF REQUIRED DOWNSPOUT STRAP NK SEC TION AT S TARMARK WALL SECTION AT 3" WALL ' ,. • � ' A ' AT TOP AND BOTTOM OF DOWNSPOUT AND AT EACH ' w . SPLICE. A T TACH W1 TH - - i (5) SD50_ TRIM FA S TENERS 4 • ' DOWNSPOUT y , AIK3 y 4 TRIM FASTENER S050_ :,A T l . � DOWNSPOUT , ,EA CH GU T TER SUPPORT . , A NK 11 _ ' GUTTER SUPPORT 3 1 - 0 O/C F ELBOW (SEE SCHEDULE) - NK4_ ROOF SCREW A T EACH . ELBOW - - GU TTER SUPPORT + NK12_ REVIEWED FOR j •I SEAL DOWNSPOUT TO - GU T TER CONNEC TION WI TH GUTTER SEALANT (GU TSEAL) 1 r �r 0 v I 0 1 DOWNSPOUT NK3_ r 0 ELBOW DOWNSPOUT STRAP NK1_ NK4_ A T TOP AND BO T TOM OF _ = == DOWNSPOUT AND A T EACH '� sfJSs ' = ?s: SPLICE. ATTACH WITH ='r (5) TRIM FASTENERS. 5050_ ...... STANDARD DOWNSPOUT REVISIONS BY ADDS AL TERNA TE DOWNSPOUTS RGB ADDED W ALL AND LAP SCREW SPACING TO EAVE SECTIONS GMC RGB REMOVED DP_ DOWNSPOUTS AND ELBOWS RGB CHANGED 1 "A POP RI VET PART MARK RGB GUTTER SUPPORT SCHEDULE WALL PANEL ROOF SL OPE ?: 12 1:12 2:12 3.12 4:12 DURA -RIB NH30_ NH30_ NH30_ NH31 _ NH31 _ S TARMARK NH30_ NH30_ NH30_ NH31 _ NH31 _ 3" PANEL NH31 _ NH31 _ NH31 _ NH32_ H32_ LU COMPLIANCE STANDARD DOWNSPOUT DETAIL .4L TERNA TE DOWNSPOUT DETAIL NOTES ,A T CANOPY x4 T CANOPY s---- t s 1.) STAR PERIMETER TRIM AND GUTTERS ARE COATED SEP 2 3 2004 W1 TH A REMOVABLE PROTECTIVE FILM. AFTER r PROLONGED PERIODS OF EXPOSURE TO DIRECT SUNLIGHT THE FILM MAY BECOME BRITTLE AND DIFFICUL T TO REMOVE. City Of Tukwila BUILDING DIVISI 2.) TO AVOID SUCH DIFFICUL TIES, COVER THESE , �N i . - , PA R TS FROM DIREC T SUNL I GH T A T THE S TORA GE , , SI TF AND JOBS/ TF. REMOVE THE PRO TEC TI VE FILM { SEAL SPLICt W1TI-I F DURING ERECTION OR /MMEDIA TEL Y AFTER. { F Fl T END CLOSURE INSIDE' GUTTER SEALANT 3 3•) STAR TRIM PARTS ARE PROVIDED IN STANDARD r r FRONT & BOTTOM, OUTSIDE - L T A Q LENGTHS AND MAY REQUIRE FIELD CUTTING TO , ., � TOP &BACK. ATTACH WITH - - - � '=- _ _ L LENGTH. (NOTE, THE REMAINDER MAY BE REQUIRED • • SEAL W1 TH GUTTER SEALANT - ) ,A T GU T EA - N - 4 NY I H 4 r r = � l N THE END OF EA CH A Y �o , - E - G T R T CE DETAIL ` •, 1. t y SEAL DOWNSPOUT To _ _ ° GU T TER CONNECTION ° ✓ = ' t ..� S : ; , GU T TER END CL OSURE FOR WI TH GUTTER SEALANT (GU TSEA L) / _ ,BEVELS GREATER THAN 1: 12 J DOWNSPOUT FIT END CLOSURE INSIDE NK1 1 _ GUTTER & ATTACH Wl TH (9) POPAL FIELD NOTCH FOR LAP --� "0 POP RIVETS - AND CUT TO LENGTH ( ) •`'`�� SEAL WI TH GUTTER SEALANT T • _ IF REQUIRED TRIM FASTENERS --- (GU TSEAL) I ` r i DOWNSPOUT STRAP MKf_ A T TAP AND e0 T Tai/ or DOWNSPOU T AND A T EACH SPLICE. A TTACH WITH (5) TRIM FASTENERS. S0 50_ AL TERNA TE DOWNSPOUT DA NOTES THIS DRA WING IS NOT TO SCALE SD50_ (5) REQUIRED �� ! i GUT7ER EXPANSION FLASH 1 NH37_ 12 & 1: 12) DOWNSPOUT NH38_ �2: 12) NK1 1 _ NH39_ (3.• 12) FIELD NOTCH FOR LAP NH40__ (4:12) GUTTER EXPANSION JOINT 0" TO 199' -11 NO EXPANSION JOIN T REQUIRED 200'—O TO 399' --11 ONE EXPANSION JOINT AT MID — POINT. DOWNSPOUT 400' 0 TO 599' - EXPANSION JOIN T REQUIRED A T 113 POIN TS (AL TERNA TE SHOWN) WHEN A BUILDING EXPANSION JOINT IS REQUIRED, A GU TTER ELBOW EXPANSION JAN T IS REQUIRED A T THE SAME L OCA TION. W12 * DO NOT ATTACH GUT TER TO ROOF PANEL AT EXPANSION JOIN T. GUTTER SUPPORTS SHOULD BE LOCH TED A T EACH SIDE OF EXPANSION JOINTS DOWNSPOUT NOTCH DETAIL DRN. BY KK DATE 2/12/96 DATE GUTTER DETAILS DURA —RIB ROOF ice' ftp � -tom 35.06.131 os /2o /o4 1 i . 4 ti t } t "W W4*;: LPW W •• r..tiR ' t...51 ., � .1hN�W♦v/�r w�..• •.IF�w —. ».... .:.•r,.,... W.�.. �w.h.Y N w ..w .. r •►.. ...._. _.- .. ...r. w.ws.. ....• .. - ... . •.w. w,.- ••w• +.wr w....rw. A -rw ♦ -� ...v. .w r « . .e ... • -r w . w. .. 1.. r • •+Y . . . w.►+ . T a• _ .. Now T .•.._ .� . —. ..., - •. P �•-"T " t< •► .��• _ . - ti— ._- i:..LiK :� �'::'..► -_ -.. »..._. .._ «.— .. ..Yn^.,w -: "i. .. rF•�..i 4•r.l,Ap •*ryiE.- •'•.►r:,•♦.a.m ,�,,,,.�rr,•- .in a,..�... .. -w.n.n .. - _ .b4 ..11'��.'L� 1 ,- .� ..`:. ' . .r dk.tw io/+4r w#I�✓+ +., :,•...irw ++� .u.�..+ P, ,1�. ,r -�.i.. f .�, - - '1 .: -SIiG yt .. :.t. , •S,•! , 7 -. ..i) -. Wi�R' >t i.6►M.ii�'"' � .7, r .�n ^+.. ,.,y Syme� M r 6 , �• w S OUT `- GU T TER ° DOWNSPOUT 0 1 / i _ _ ` ~ = ; _ I NH27_R (OPP. END) 2: 12 NH1_ (10 2) �. --� 1 1 i - = 4 AVK3_ ?. 12 & 1. 12 0 o T FIELD CUT TO LENGTH NH3_ (20'- o, `�� _ 1 o / NH28_L (THIS ° � _ _ � ( SEND) IF REQUIRED. (NOTE, NH4_ (10'-2) '� �, i 1 NH28_R (OPP. END) 3:12 WHEN USING REMAINDER NH6_ (20' -2) 2:12 1 WITHOUT SWEDGE FOR LAP. / - NH29L THIS END ' 1 1 - i o _ NH7 ( lo p -2 ) � ( ) FIELD NOTCH EACH CORNER. - NH9 SEE NOTCH DETAIL) _ (20'- 2) J. 12 ,� _ ° #0 a NH29_ R (OPP. END) 4: 12 _ NH 10- 10 2y �• i _ _ _ ( ) F T ENERS 4: 12 TR IM AS AP • i NH 12_ (20'- 2) SD50_ (9) REQUIRED + _ _ - , I 1 .� ✓ 1 1 � y .1 1 I � r r r- �,•� 1 GU T TER END STOP NH25 —L (THIS END) r� NH25_ R (OPP. END) 2. 12 NH26_L (THIS END) 1: 12 NH26_R (DPP. fNO) GUTTER END CLOSURE FOR p: 12 AND 1: 12 BEVELS 1VL.>VL ( u —Zf 1 1" WALLS NL 52L (20'— 2) NL 53L (10' -2) 3" WALLS NL 55L (20' -2) DURA —RIB PANEL SUPPORT ZEE NL 63 m i LAP SCREWS AT 2' -0 O. G. f STARSEAL SEALANT r MA 18725 SUPPORT ZEE NL 63 ' GABLE TRIM N INSTALL TRIM FASTENERS DURA —RIB PANEL IN GABLE TRIM END LAPS BY STANDARD METHOD EXCEPT OMIT FASTENER — — ON BO T TOM LIP. DO NOT SPLICE GABLE 4. TRIM AND EXPANSION TRIM AT SAME POINT ' PURL IN VALL S ME TA RIB FILLER EXPANSION TRIM NL 62 DETAIL "A " OR OU TSIDE CLOSURE POP RIVET A T 1'-0 D. C. ALLS TO WALL PANEL " r }` (SEE NO TF 5.) POP RI VE T (6 REO'D) y , DETAIL "A„ ' SEC T1 ON A T DURA --RIB WALL GABLE TRIM EXPAN SI ON DE TA,'` • .(REQUIRED A T GA BL E FL A SH WHEN SL OPED • x 1 ROOF PLANE IS GREATER THAN 60'— 0) LAP SCREWS - ---- -- _ - = � K , A 2' -0 O.C. 1 ............... C - #= STAR _ _ _ - SEAL SEALANT -l. . .. MA 18725 -_ - _ s =_= SU PP OR T ZEE N L63 ,DURA —RIB PANEL CAULK PEAK CAP PURLIN NL 4 (14 WALL) ( 12) NIL (14 WALL (1:12) NL 9 (3" WALL) (2: 12) x NL 10 (3" WALL) (1: 12) LAP SCREW 2'— 0 0/C STARSEAL SEALANT MA 18725 SEC TION AT 3m WALL r 000p �r CAULK GABLE TRIM Ap (10 REO'D A T PEAK BOX) PEAK BOX NL 1 (': 72) Nl2 �1: 12) TRIM FASTENERS (6 REQ'0 AT SPLICE) 1 r NO TE: (1) STAR PERT T R U ME E TRIM AND GU T TER. ARE CDA TED `— PEAK SIGN WITH A REMOVABLE PRO TEC TI VE FILM. A F TER PROLONGED PERIODS OF EXPOSURE TO DIRECT SUNLIGHT THE FILM MAY BECOME BRITTLE AND DIFFICULT TO REMOVE• (2) TO AVOID SUCH DIFFICULTIES, COVER THESE PARTS FROM 4 REQ'D "0 POP R/ Vf T ( ) - DIREC T SUNL IGH T A T THE S TORA GE Sl TF AND " SI 7E ' REVISIONS By DATE NOTES °RN- BY DATE NO CHAN RED RA WN ON CAD WFI R I W THIS DRA WING IS NOT TO SCALE - -- CH ANGE D NOW A t DET "A RGB c14K. BY GATE • 1� M.i ♦• .. .! • ix. M .. rt '.I1•�. e . . _•• . . • 1 �• » « V r REMOVE THE PROTECTIVE FILM DURING EREC 7701V OR IMMEDIA TEL Y AFTER. 1 i (3) STAR TRIM PARTS ARE PROVIDED IN NOMINAL LENGTHS ft rr i AND MA Y REQUIRE. TO BE FIEL 0 CU T TO LENG TH ANO �- THE REMAINDER USED A T A DIFFERENT LOCH T/ON. (4) ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL SHA ONGS OR FIELD CU T T7NG FILINGS AT THE END OF EACH DAY TO PREVENT RUSTING OF THESE PAR TICLES (5) IN THE CASE OF AN NON- SYMMETER /CAL RIDGED BUILDING ; WHERE THE ROOF PLANE ON ONE SIDE IS GREATER THAN 60' -0 AND LESS THAN 60' -0 ON THE OIPPOSI TF ROOF PLANE EXPANSION TRIM NL 62 IS ONL Y REQUIRED AND PROVIDED ON ! THE SIDE GREA TER THAN 60' -a i GABLE TRIM DE 35. 10.09 �: 12 & 1: 12 ROOF SLOPES DURA --RIB ROOF • • 01112103 ..r r r n ,4, - . . r+xa • • n11 -, s • n . w .x . ,-. �, .A n .' r • r 'h a .... .e J• ^ ✓ • • ti �. -\ * xxr r ' .,• ,. • -I••. .. rI. ♦x- . -. ♦ •• -`/. w.'+'._.IR•d ^ - .. � ... "w .i4- rw.w•11V' •A r. d x .. : . - . j, .... .4 - Ig lo o ��~ +'�x..,�►�.t•k Y ••� a i 4r m LAP SCREWS . . t.. AT 2"—o O. C. STARSEAL SEALANT i MA 18725 SUPPOR T ZEE NL 63 GABLE TRIM ii , ' ,DURA —RIB PANEL WA L SCREWS A T 5""-7 0. C. • a 1, TRIM FASTENERS PURLIN A T 1'-0 D. C. - DETAIL "A " METAL RIB FILLER IVG70 ; _ ` DURA —RIB PANEL SEC TI ON AT S TARMARK WALL R GABLE TRIM " REVIEWED FOR CODE COMPLIANCE TRIM FA TENERS pAnQ��R� AT 8" 0. C. . SEP 2 3 2004 OU TSIDE PANEL , CLOSURE 3" T Clty Tukw PANEL BUILDING D 1 • t 3 ' S s i , t NO TE: (1) STAR PERT T R U ME E TRIM AND GU T TER. ARE CDA TED `— PEAK SIGN WITH A REMOVABLE PRO TEC TI VE FILM. A F TER PROLONGED PERIODS OF EXPOSURE TO DIRECT SUNLIGHT THE FILM MAY BECOME BRITTLE AND DIFFICULT TO REMOVE• (2) TO AVOID SUCH DIFFICULTIES, COVER THESE PARTS FROM 4 REQ'D "0 POP R/ Vf T ( ) - DIREC T SUNL IGH T A T THE S TORA GE Sl TF AND " SI 7E ' REVISIONS By DATE NOTES °RN- BY DATE NO CHAN RED RA WN ON CAD WFI R I W THIS DRA WING IS NOT TO SCALE - -- CH ANGE D NOW A t DET "A RGB c14K. BY GATE • 1� M.i ♦• .. .! • ix. M .. rt '.I1•�. e . . _•• . . • 1 �• » « V r REMOVE THE PROTECTIVE FILM DURING EREC 7701V OR IMMEDIA TEL Y AFTER. 1 i (3) STAR TRIM PARTS ARE PROVIDED IN NOMINAL LENGTHS ft rr i AND MA Y REQUIRE. TO BE FIEL 0 CU T TO LENG TH ANO �- THE REMAINDER USED A T A DIFFERENT LOCH T/ON. (4) ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL SHA ONGS OR FIELD CU T T7NG FILINGS AT THE END OF EACH DAY TO PREVENT RUSTING OF THESE PAR TICLES (5) IN THE CASE OF AN NON- SYMMETER /CAL RIDGED BUILDING ; WHERE THE ROOF PLANE ON ONE SIDE IS GREATER THAN 60' -0 AND LESS THAN 60' -0 ON THE OIPPOSI TF ROOF PLANE EXPANSION TRIM NL 62 IS ONL Y REQUIRED AND PROVIDED ON ! THE SIDE GREA TER THAN 60' -a i GABLE TRIM DE 35. 10.09 �: 12 & 1: 12 ROOF SLOPES DURA --RIB ROOF • • 01112103 ..r r r n ,4, - . . r+xa • • n11 -, s • n . w .x . ,-. �, .A n .' r • r 'h a .... .e J• ^ ✓ • • ti �. -\ * xxr r ' .,• ,. • -I••. .. rI. ♦x- . -. ♦ •• -`/. w.'+'._.IR•d ^ - .. � ... "w .i4- rw.w•11V' •A r. d x .. : . - . j, .... .4 - Ig lo o ��~ +'�x..,�►�.t•k Y ••� a i 4r m BIRD STOP NL25 BIRD STOP NL ?5 FIELD CU7 AND ATTACH FIELD CUT AND ATTACH WITH (AP SCREWS (V7TH LAP SCREWS CAULK CAULK L_n vc irirm fvvi i i TRIM FASTENER (l i REQUIRED) Q CORNER CAP NL26 , •:f� FIELD CUT AS REQUIRED ATTACH WITH (4) f i "m POP RI VE TS DETAIL AT DURA --RIB WALL ... ►m DETAIL AT 3" WALL RE 3 GENERAL RE VISION 4 CHANGE TO NEW PART NUMBER SCHEME b NO CHANGE, REDRAWN ON CAD 6 ADDS POP RI SIZE CORNER CAP NL 26 -J FIELD CUT AS REQUIRED ATTACH KITH (4) d "m POP RI A TS TRIM FASTENER (II REOLVED) BY DATE NOTES G. C. 2110193 THIS DRA WING IS NOT TO SCALE LR LEC 112194 LEC R8 RGB 'Tc �z F ►E�� N a BIRD S TOP NL 25 FIELD CUT AND ATTACH WITH LAP SCREWS ►- CA UL K Mid BY LEC CHK. BY {—P'1 ILA I! \I /II ffVG DATE DATE CORNER BOX NL22L (SHOWN) NL 22R (OPPOSI 1 E) i CORNER CAP NL26 J FIELD CUT AS REQUIRED ATTACH WITH (4) "/ POP RIVFTS TRIM FASTfN£P (11 REQUIRED) DETAIL A T STARMARK WALL FIELD CUT TO FIT GUT TER EA VE /GABL E CORNER DE TA IL S WITH GUTTER DURA —RIB ROOF J5.16.06 o2/s + /o2 ... .. • _ .� r .. • . � . r1' • �.� • n.•" f ' 4 y..' . ! .A•1rr + -OK.". . 2...:lt .i:•. ..iM...s.�i_.�. .r► • .� ..... - _ - • ..� ,� �� ..�► ... � ....�.. . �... �...� ..� �.� s � ... .. . • - .. ...... ..... .• 19 / IN RMEW FOR C ME C;pMPILL SEp 23 2004 Of Tuwle . crty b 13UILDING ON 1 1 n AUG l 21 FIELD Ctl T NO TCH F'OR HEAD FL A SH MA JOR RIB A ND FACE OF JAMB PANEL CUTTING DETAIL DURA—RIB SHOWN ATTACH HEAD FLASH WITH STRUCTURAL SCREW NEAR EA CH END (OR A T L AP) AND CENTER UN RL PANEL IS INSTALLED. �t r WALL SCREWS CAULK HEAD FLASH NS10 5 " -7 " -5" 01C - DURA -RIB 6" 01C - STARMARK WALL SCREWS AT 1' -0 01C N "OP TIONAL " CHANNEL CLOSURE TRIM NS46 AT 82 " FRAMING NS47 A T 10" FRAMING STANDARD HEAD FL SH F/EL D TRIM (TYPICAL) 1 r _ NGly - yp / yqC G yc S DETAIL "A V C� OPLrN/NG . OSURE` yE 4Q /' ✓0 III ,8 F�gMtijjN ZeNCT PF N/NG N y V �t; A; IC ! 6 EqC�, CL z NO TE; "OPTIONAL" CHANNEL CLOSURE TERMINA TES AT BASE OF JAMB UNLESS SPECIFIED OTHERWISE ON BUILDING ORDER. "OP TIONAL " CHANNEL CLOSURE TRIM CUTTING DETAILS "OP TIONAL " CHANNEL WALL S CRE WS CL OSURE TRIM WAL SCREWS AT Y / 0 0 NS46 AT 8 FRAMING A T 2'--0 O/C NS47 AT 10 FRAMING 4 Q Q v v W W w W 4 O Z O O z z WALL PANEL WALL SCREWS A T 2'- 0 O/C p JAMB FLASH NS 1 STANDARD JAMB FLASH DURA -RIB PANEL WALL SCREWS AT 2' -0 01C "OP TIONAL " CHANNEL CL OSURE TRIM WA L SCREWS NS46 A T 8 FRAMING A T 2 "--0 0/C NS47 A T 10" FRAMING WA L PANEL WALL PANEL WALL SCREWS JAMB FLASH A T 2- D 0/C 7 NS36 JAMB FLASH NS29 A L TERNA TE # 1 JAMB FLASH DURA --RIB PANEL "OP TIONAL " CHANNEL CL OSURE TRIM NS46 AT 8 FRAMING NS4 7 A T 10" FRAMING WALL SCREWS A T 2'-0 0/C 1" i A L TERNA TE #2 JAMB FL A SH DURA -RIB PA NEL s 1 ti r "OPTIONAL" CHANNEL '"OPTIONAL" CHANNEL CL OSURE TRIM CL OSURE TRIM ' NS46 A T 8 FRAMING WALL , SCREWS ,NS46 AT 8 FRAMING ; NS4 7 AT 10" FRAMING A T 2 - 0 0/C NS4 7 AT 10" FRAMING WA LL PANEL WALL SCREWS N A T 2' - O/C ? JAMB FLASH NS 1 STANDARD JAMB FLASH S TARMA RK PA NEL � 00 �Q �o Uj f rL L4 or STANDARD JAMB FLASH LAP DETAIL Wo" IF" IJ r (. rI .X 7 (STANDARD SHOWN) JAMB FLASH APPLICA AON (A T CURB) JAMB FLA SH APPLICA TION r (JAMB A T FIN. FL OOR) T YPICAL FRAMED OPENING FLASH DURA-RIB SHOWN, STARMARK SIMILAR REVISIONS BY DATE T DRAWN ON CAD, ADDED HEAD AND JAMB FLASH CHARTS 08 RB /tTEO HEAD AND JAMB FLASH CHARTS, REV''D DETAILS RB DS "OP nONAL ~ CHANNEL CLOSURE TRIM RGB RRECTS OP OPTIDIVAL ~ _CHANNEL HEAD CLOSURE TIR/M MIN. LENGTH RGB NOTES THIS DRAWING IS NOT TO SCALE. ORN. BY DO XDS D ATE CAULK i /F FAD cur o � qN0 Np C y HEAD FLASH LAP DETAIL COE pro" oo- cm gu NOTES 1. HEAD AND JAMB FLASH IS PRO VIDED IN NOMINAL LENGTHS AND MAY REQUIRE FIELD CUTTING TO LENGTH. HEAD FLASH LENGTH = NOMINAL OPENING WIDTH + 5 (+ ? * EACH LAP) JAMB FLASH LENGTH = NOMINAL OPENING HEIGHT + 2" (+ I' EACH LAP) r 1, ,. 2004 �r �tirEA LL �� I FRAMED OPENING 54.04.12 TnE FLASH DETAILS DURA & STARMARK WALL �ro71o1 ('THREE SIDED OPENING) ., ... , .... : _ .. . ._�.. -r- r..r .. .. .,ro• - ....•s ..•x .. � ...... �'i .�:.... .. .1' �..- +�.+�Mf• �. . �:.�•�::•� i .•w - ~� .. ... .t t. �� «+�.r �w�r.r .ww .. � ""�.: ,�, W. WALL PANEL WALL SCREWS A T 2'- 0 0/C ? " JAMB FLASH NS29 AL TERNA TE # 1 JAMB FLASH S TARMARK PANEL U 0 0 Wo oQ �° Vj Q, O � ! QW R • 1. AL TERNA TE # 1 JAMB FL ASH LAP DETAIL. . 5 . r . Ilk t t o n. AL TERNA TE # 2 JAMB FLASH LAP DETAIL w� c� A T TA CH JA MB FL A SH Wl TH S TRUC TURAL HEAD FLASH SCREW NEAR EACH END (OR AT LAP) 4 AND CENTER UNTIL PANEL IS INSTALLED. p (NOT APPLICABLE AT AL TERNA TE JAMB JAMB FLASH FLA SHES) (STANDARD SHOWN) z 0 Z NOMINAL OPENING STANDARD AND AL TERNA TE if 1 JAM8 FLASH ONLY (FOR ALT 12 JAMB FLASH, REFER TO -A L TERNA TE it 2 JAMB ; LASH DETAIL) ,DETAIL "A " ("'OPTIONAL" CHANNEL CLOSURE TRIM NOT SHOWN IN DETAIL) r WALL SCREWS CAULK HEAD FLASH NS10 5 " -7 " -5" 01C - DURA -RIB 6" 01C - STARMARK WALL SCREWS AT 1' -0 01C N "OP TIONAL " CHANNEL CLOSURE TRIM NS46 AT 82 " FRAMING NS47 A T 10" FRAMING STANDARD HEAD FL SH F/EL D TRIM (TYPICAL) 1 r _ NGly - yp / yqC G yc S DETAIL "A V C� OPLrN/NG . OSURE` yE 4Q /' ✓0 III ,8 F�gMtijjN ZeNCT PF N/NG N y V �t; A; IC ! 6 EqC�, CL z NO TE; "OPTIONAL" CHANNEL CLOSURE TERMINA TES AT BASE OF JAMB UNLESS SPECIFIED OTHERWISE ON BUILDING ORDER. "OP TIONAL " CHANNEL CLOSURE TRIM CUTTING DETAILS "OP TIONAL " CHANNEL WALL S CRE WS CL OSURE TRIM WAL SCREWS AT Y / 0 0 NS46 AT 8 FRAMING A T 2'--0 O/C NS47 AT 10 FRAMING 4 Q Q v v W W w W 4 O Z O O z z WALL PANEL WALL SCREWS A T 2'- 0 O/C p JAMB FLASH NS 1 STANDARD JAMB FLASH DURA -RIB PANEL WALL SCREWS AT 2' -0 01C "OP TIONAL " CHANNEL CL OSURE TRIM WA L SCREWS NS46 A T 8 FRAMING A T 2 "--0 0/C NS47 A T 10" FRAMING WA L PANEL WALL PANEL WALL SCREWS JAMB FLASH A T 2- D 0/C 7 NS36 JAMB FLASH NS29 A L TERNA TE # 1 JAMB FLASH DURA --RIB PANEL "OP TIONAL " CHANNEL CL OSURE TRIM NS46 AT 8 FRAMING NS4 7 A T 10" FRAMING WALL SCREWS A T 2'-0 0/C 1" i A L TERNA TE #2 JAMB FL A SH DURA -RIB PA NEL s 1 ti r "OPTIONAL" CHANNEL '"OPTIONAL" CHANNEL CL OSURE TRIM CL OSURE TRIM ' NS46 A T 8 FRAMING WALL , SCREWS ,NS46 AT 8 FRAMING ; NS4 7 AT 10" FRAMING A T 2 - 0 0/C NS4 7 AT 10" FRAMING WA LL PANEL WALL SCREWS N A T 2' - O/C ? JAMB FLASH NS 1 STANDARD JAMB FLASH S TARMA RK PA NEL � 00 �Q �o Uj f rL L4 or STANDARD JAMB FLASH LAP DETAIL Wo" IF" IJ r (. rI .X 7 (STANDARD SHOWN) JAMB FLASH APPLICA AON (A T CURB) JAMB FLA SH APPLICA TION r (JAMB A T FIN. FL OOR) T YPICAL FRAMED OPENING FLASH DURA-RIB SHOWN, STARMARK SIMILAR REVISIONS BY DATE T DRAWN ON CAD, ADDED HEAD AND JAMB FLASH CHARTS 08 RB /tTEO HEAD AND JAMB FLASH CHARTS, REV''D DETAILS RB DS "OP nONAL ~ CHANNEL CLOSURE TRIM RGB RRECTS OP OPTIDIVAL ~ _CHANNEL HEAD CLOSURE TIR/M MIN. LENGTH RGB NOTES THIS DRAWING IS NOT TO SCALE. ORN. BY DO XDS D ATE CAULK i /F FAD cur o � qN0 Np C y HEAD FLASH LAP DETAIL COE pro" oo- cm gu NOTES 1. HEAD AND JAMB FLASH IS PRO VIDED IN NOMINAL LENGTHS AND MAY REQUIRE FIELD CUTTING TO LENGTH. HEAD FLASH LENGTH = NOMINAL OPENING WIDTH + 5 (+ ? * EACH LAP) JAMB FLASH LENGTH = NOMINAL OPENING HEIGHT + 2" (+ I' EACH LAP) r 1, ,. 2004 �r �tirEA LL �� I FRAMED OPENING 54.04.12 TnE FLASH DETAILS DURA & STARMARK WALL �ro71o1 ('THREE SIDED OPENING) ., ... , .... : _ .. . ._�.. -r- r..r .. .. .,ro• - ....•s ..•x .. � ...... �'i .�:.... .. .1' �..- +�.+�Mf• �. . �:.�•�::•� i .•w - ~� .. ... .t t. �� «+�.r �w�r.r .ww .. � ""�.: ,�, W. WALL PANEL WALL SCREWS A T 2'- 0 0/C ? " JAMB FLASH NS29 AL TERNA TE # 1 JAMB FLASH S TARMARK PANEL U 0 0 Wo oQ �° Vj Q, O � ! QW R • 1. AL TERNA TE # 1 JAMB FL ASH LAP DETAIL. . 5 . r . Ilk t t o n. AL TERNA TE # 2 JAMB FLASH LAP DETAIL rA I r%T j IT PURLIN �- ANGLE BRACE DB 1 _ •,, WHEN SPECIFIED, REQUIRED 1'-O OUTBOARD OF EACH JAMB WHEN L OCA TED 2 0" OR GREATER FROM A COLUMN OR JAMB. (NOTE; ONLY (1) ANGLE BRACE IS TO BE INSTALLED BETWEEN (2) FRAMED OPENING JAMBS L OCA TED 2'-0 OR LESS APART). FIELD ATTACH WITH (4) STRUCTURAL SCREWS EACH END. DOOR JAMB BRACE DETAIL PURLIN STRUT NO TED --- -- OR < } EA VE S TRU T -, ANGLE CL 4 72 --/' AT OB 1- L OCA TIONS remi -711 1 lil ANGLE BRACE D81_ FIELD ATTACH WITH (4) STRUCTURAL SCREWS EA CH END. 4 V BOLT JAMB DE TA IL A T HEA DER CONNEC TION �fAVE STRUT FIELD GRILL - ( ?) �/ HOLES --� FIELD GRILL ( ?) rj 0 HALES alp a 101E pR PC ?4 /— CLIP AL 101R OR A VE S TRU T ul PC23 �7 wq-r JA MB .Q Q. i I I I I I I I I JAMB DETAIL A T HIGH EA 1/E CLIP CL200 GIRT (WHEN REQUIRED) w 1 I 1 II l — — 1 1 JAMB "B is GIR T FIELD DRILL (2) A d HOLI CL 100 REINFORCING ZEE (WHEN REQUIRED BY DESIGN) 1. FLUSH GIR TS OR 1" INSET - REINFORCING ZEE EXTENDS FULL LENGTH OF GIR r 2. BY-PASS GIR TS: REINFORCING ZEE EXTENDS TO GIRT LAP HOLES WI THIN THE BA Y. CL lP CL 100 Ll JAMB DE TAIL AT JAMB TO GIR T CONNEC TION i A 1 • 3 � L . .. S 1 r -1 . a GIR T TO JAMB CONNECTION CLIP CL 454L (SHOWN) CL 454R (OPPOSITE) ; 2 X 1 FIN BOLT CLIP CL200 JAMB CL F— IP CL200 r I n GIR T GIR T �� - -- --� (WHEN REQUIRED) (WHEN REQUIRED) T 1 " - I STEEL LINE + F/N BOLT STEEL LINE 1 STEEL LINE s � X 1 2 3 3 2 -• - - r FIN BOL T FRAMED OPENING ELEVA TION- NOTE ALL BOLTS ARE 10 X 11 A307 UNLESS NOTED GIRT CLIP CLIP CL214 REVISIONS BY OATS NOTES 6 ADDS BACK DB_X DETAILS AND REVISED GIRT NOTE W1 THIN OPENING Re THIS ORA WING IS NOT TO SCALE 7 C PIECE MA OF ANGLE BRACE GINC g Corrects Piece Mork CL492 to CL472 of Door jab Brace f) MR RG9 PURLIN in `-- ANGLE BRACE DB1_ M WHEN SPECIFIED, REQUIRED 1 '— 0 OUTBOARD OF EACH JAMB WHEN LOCATED 2' -0" OR GREATER FROM A COLUMN OR JAMB. (NOTE, ONLY (1) ANGLE BRACE IS TO BE INSTALLED BETWEEN (2) FRAMED OPENING JAMBS LOCATED 2'-0 OR LESS APART). FIELD ATTACH WITH (4) STRUCTURAL SCREWS EACH END. DOOR JAMB BRACE DETAIL W/ TH PURLIN STRUT EA VE sTRU T 1 s 1 i a l l FIELD DRILL (2) 4 0 HOLES JAMB JAMB y JA MB TO EA VE S TRU T CONNEC TION DETAIL A T LOW EA VE a w w 1 ANCHOR BOLT SETTING J ; • JAMB SEC TION "B" A T 82 " GIR TS SEC TION "B" A T 10" GIR TS B Y -PA GIR TS 6 2 3 3 2 � � SEC T1 ON "e .' com R � A T 10 GIR TS ? I " COLUMN INSET OR FLUSH MOUN TED Sip CLIP CL458 2 JAMB G �5 1 � 10 ANCHOR BOLTS 2 2' CURB BE YDND (NOT BY STAR) 2 d X 1" FIN BOLT GROUT BETWEEN JAMB AND CURB JAMB 9 ' 8'" JAMB CLIP CL214 - ?� •� " 0 11 10 JAMB ?�s X 1 FIN BOLT 1 " 2 d X F1N BOLT 2 2 " CLIP CL214 FINISHED FL OOR ,� FINISHED FL OOR 1 wry r . 'V 10 ANCHOR BOLTS pd ANCHOR BOLTS o 10 ANCHOR BOL TS (NOT BY STAR) (NOT CH STAR) (NOT BY STAR) 3 NOMINAL OPENING 3 NOMINAL OPENING (NUTS OPTIONAL) SECTION "A " JA MS DETAIL A T CURB JAMB DETAIL AT FLOOR (FOR CURBS 12 HIGH OR HIGHER) D RN. BY DATE LEC Cw- BY CA 1E o4 /r J /04 ... ..a. .•. .. ..w.rrw.w•..+.. ► ... .•.. . ... .... -..r .-.. r ... __. .,.w ..r .. .rr -. .� 1....►•... .. �! -... �. �.v..+.t,+�-- ...r� '.� • ..•. �� ..� S . +w+N�+�►N..... ws.• ~- �. -. ... -. •. I Y KAMtU WVt NINV ftr 4 e w wj 4 AUG I PIRm t CE, TE;f I 5414.08 r•f r'. n n tl i i j 7 3' -0 _ �. „ „ 1 O 0 ct I i FLANGE BRACE 1 (SEE EREC TION DRA WINGS FOR LOCH TIONS AND PAR T MARKS) FIELD DRILL ( - 0) HOLES IN RAFTER FLANGE JAMB CLIP W \ ;= CL 733E SHOWN CL 73JR (OPPOSI TE) HEADER I HEADER CLIP OVERHEAD DOOR TRACK I CL 100 (NOT BY STAR) I JAMB JAMB A T TA CHMEN T TO SINGLE CEE ENDRA F TER A T END WALL WI TH INSET COLUMNS 3' —o s ,IR Ps A i --t — _..._ _ ____ ____ _ — — - 000 (SEE ERECTION DRAWINGS FOR I s 2.) MINIMUM CLEARANCE HELD AT DOWNHILL JAMB OR LOWEST ` ` WWWW i A —! °- O 4ft 4*b FLANGE BRACE 000 (SEE EREC 71ON DRA WINGS FOR O -- LOCH TIONS AND PART MARKS) L RAFTER SPLICE AL TERNA TE FLANGE $ ; O VERHEAD DOOR 1 1 FLANGE BRACE W HEADER _ (SEE ERECTION DRA WINGS FOR I L OCA TIONS AND PART MARKS) EQUAL TO F. 0. HEIGHT FOR VERTICAL LIFT (SEE EREC T ION DRA WINGS FOR ::: ; :. '`' _iZ FIELD DRILL (4"0) HOLES LOCH 7101VS AND PAR T MARKS) o IN RAFTER FLANGE ROLL —UP DRUM DOOR 1 AL 7ERNA TE FLANGE -�- * AS SPECIFIED ON ORDER FOR INTERIOR MOUNTED DRUM 1 ill W N BRA CE A 77A CHMEN T \ � (NOTE; CHECK CLEARANCE BETWEEN DRUM AND GABLE OVERHEAD DOOR TRACK :: •' • (NOT OY STAR) FL ASH, CANOPY SOFFIT, OR FACADE, IF APPLICABLE. ) JAMB A T TA CHMEN r A T HRW /BUP RAFTER --- OTHER DOORS /OPENINGS I JAMB CLIP W 0 VERHEA D DOOR TRACK CL 7 5L (SHO 3 S 0 ) I (NOT BY STAR) FACTORY ATTACHED H 0 C ED UNLESS I JA MB A T TA CHMEN T A T DOUBL E CEE ENDRA F TER A T END WA L L WI TH INSE T COL LIMNS 000 \ JAMB CLIP CL 735L (SHOWN) CL 735R (OPPOSI TE) HEADER HEADER CLIP Li- 100 JAMB l' Z I O VERHEA D DOOR TRACK-" ' (NOT BY STAR) 1 i JA MB A T TA CHMEN T A T SIN GL E CEE ENDRA F TFR AT END WA L L WITH FLUSH COLUMNS 3'— 0 4 ' i i FLANGE BRACE (SEE EREC TION DRA WINGS FOR I t L OCA TIONS AND PART MARKS) CN FIELD DRILL "0 HOLES R FLANGE GE IN RAFT F ) O W \ 1' I' OVERHEAD DOOR TRACK (NOT BY STAR) JAMB A T TA CHMEN T AT DOUBLE CEE ENDRAFTER A T END WA L L WITH FLUSH COLUMNS 3'-• 0 5 1 of „ 0 0 (SEE ERECTION DRAWINGS FOR I s 2.) MINIMUM CLEARANCE HELD AT DOWNHILL JAMB OR LOWEST LOCATIONS AND PART MARKS) i A —! °- O POINT OF RAFTER BETWEEN JAM8S AS LISTED BELOW FLANGE BRACE 000 (SEE EREC 71ON DRA WINGS FOR O -- LOCH TIONS AND PART MARKS) L RAFTER SPLICE AL TERNA TE FLANGE $ ; O VERHEAD DOOR BRACE A T TA CHMEN T oz W HEADER _ - 1 ' 0' -7" FOR LOW CLEARANCE HARDWARE FLANGE BRACE DETAIL "A " EQUAL TO F. 0. HEIGHT FOR VERTICAL LIFT (SEE EREC T ION DRA WINGS FOR ::: ; :. '`' _iZ W 1 LOCH 7101VS AND PAR T MARKS) 1 ROLL —UP DRUM DOOR 1 AL 7ERNA TE FLANGE -�- * AS SPECIFIED ON ORDER FOR INTERIOR MOUNTED DRUM 1 ill N BRA CE A 77A CHMEN T (NOTE; CHECK CLEARANCE BETWEEN DRUM AND GABLE OVERHEAD DOOR TRACK :: •' • (NOT OY STAR) FL ASH, CANOPY SOFFIT, OR FACADE, IF APPLICABLE. ) JAMB A T TA CHMEN r A T HRW /BUP RAFTER --- OTHER DOORS /OPENINGS JAMB CLIP W .-7 .. CL 7 5L (SHO 3 S 0 ) .-E' FACTORY ATTACHED H 0 C ED UNLESS CL 735R (OPPOSI TE) NOT R NOTE OTHE WISE N n EREC TIDN DRA WINGS ..:..; •. HEADER T R WISE 0 ED TH N 0 E E ON � ' CE %��'�'•'�•- •_ •''=='�''''' A HEADER CLIP OVERHEAD DOOR 7RACK (NOT BY STAR) 1 .. :; f CL 100 JAMB JAMB A TTACHMEN T AT HR UP RAFTER A T END WA L L WI TH INSE T COL UMNS REV ISIONS 1 CORRECTS SECTION TITLE -- 3, -0 _�- 4 of 4 � II - - I- - - - - - - - - - - - - - - - I 0 0 (SEE ERECTION DRAWINGS FOR I s 2.) MINIMUM CLEARANCE HELD AT DOWNHILL JAMB OR LOWEST LOCATIONS AND PART MARKS) A —! °- O POINT OF RAFTER BETWEEN JAM8S AS LISTED BELOW FLANGE BRACE I I (SEE EREC 71ON DRA WINGS FOR O -- LOCH TIONS AND PART MARKS) L RAFTER SPLICE AL TERNA TE FLANGE $ ; O VERHEAD DOOR BRACE A T TA CHMEN T oz W HEADER _ - 1 ' 0' -7" FOR LOW CLEARANCE HARDWARE DETAIL "A " EQUAL TO F. 0. HEIGHT FOR VERTICAL LIFT t I W 1 1 ROLL —UP DRUM DOOR 1 * AS SPECIFIED ON ORDER FOR INTERIOR MOUNTED DRUM 1 ill * 0'-7" FOR EXTERIOR MOUNTED DRUM (NOTE; CHECK CLEARANCE BETWEEN DRUM AND GABLE OVERHEAD DOOR TRACK :: •' • (NOT OY STAR) FL ASH, CANOPY SOFFIT, OR FACADE, IF APPLICABLE. ) JAMB A T TA CHMEN r A T HRW /BUP RAFTER A T END WA L L W/ TH FL USH COL UMNS By DATE NOTES RCB THIS DRAWING IS NOT TO SCALE ■ter "A Po I W f � . a. JAMB CLIP CL 734 HEADER HEADER CLIP CL 100 JAMB „ JAMB CLIP CL234 HEADER HEADER CLIP CL 100 JAMB „^ » JAMB CLIP CL234 HEADER HEADER CLIP CL 100 44MB - HEADER 0 x 1 FIN BOL T �•- JAMB (DOWNHILL) JA M8 (UPHILL) DETAIL "C" JAMB A TTACHMEN T TO HRW /BUP RAFTER MN. BY HATE RGB cw. BY DATE Aw 11 zmf "�N t FRAMED OPENING 54.15.01 ENOWALL CONNECTION DETAILS JAMB TO RAFTER 412100 FLANGE BRACE (SEE ERECTION DRA WINGS FOR L OCA TIONS AND PART MARKS) FIELD DRILL (4 - 0) HOLES IN RAFTER FLANGE JAMB A T TA CHMEN T TO SINGLE CEE ENDRAFTER FIELD DRILL (11 HOLES IN RAFTER FLANGE FLANGE BRACE (SEE ERECTION DRA WINGS FOR LOCATIONS AND PART MARKS) �-- HEADER ? '0 x 1 " FIN BOLT JAMB (DOWNHILL) DETAIL "B" JAMB A T TA CHMEN T TO DOUBLE CEE ENDRA F TER FIELD DRILL "0 HOLES IN RAFTER FLANGE �- JAMB (UPHILL) i .t J ' FIELD DRILL (4"0) HOLES ; IN RAFTER FLANGE JAMB (UPHILL) - 1 S t i , i , 1 NO TES 1.) ALL BOLTS TO BE " "0 X 14 " A307 UNLESS NOTED FLANGE BRACE (SEE ERECTION DRAWINGS FOR HRW /BUP RAFTER LOCA TlONS AND PART MARKS) (SEE ERECTION DRAWINGS FOR SINGLE CEE ENDRAFTER s 2.) MINIMUM CLEARANCE HELD AT DOWNHILL JAMB OR LOWEST LOCATIONS AND PART MARKS) A —! °- O POINT OF RAFTER BETWEEN JAM8S AS LISTED BELOW O O O -- (UNLESS NOTED OTHERWISE ON ORDER) RAFTER SPLICE W O VERHEAD DOOR (WHEN REQUIRED) oz W HEADER _ - 1 ' 0' -7" FOR LOW CLEARANCE HARDWARE DETAIL "A " EQUAL TO F. 0. HEIGHT FOR VERTICAL LIFT t I 1 1 ROLL —UP DRUM DOOR 1 * AS SPECIFIED ON ORDER FOR INTERIOR MOUNTED DRUM 1 ill * 0'-7" FOR EXTERIOR MOUNTED DRUM (NOTE; CHECK CLEARANCE BETWEEN DRUM AND GABLE FL ASH, CANOPY SOFFIT, OR FACADE, IF APPLICABLE. ) N OTHER DOORS /OPENINGS FACTORY A TTACHED UNLESS FACTORY ATTACHED H 0 C ED UNLESS 7" MINIMUM NOT R NOTE OTHE WISE N n EREC TIDN DRA WINGS ..:..; •. T R WISE 0 ED TH N 0 E E ON � ' CE EREC TION ORA WINGS A FLAME BRACE (SEE ERECTION DRAWINGS FOR LOCA TlONS AND PART MARKS) SINGLE CEE ENDRAFTER 2 1' A —! °- O O O O -- W oz W HEADER ? 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