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HomeMy WebLinkAboutPermit D97-0361 - CROSBY RESIDENCE - PATIO COVERCity of Tukwila Parcel No: 868780 -0060 • Address: 14731 58 AV S Suite No: Location: Category: ASFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Y Contractor License No: Permit Center Authorized Signature: Signature: Print Name: DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Occupancy: Not in table. UBC: 1994 Fire Protection: N/A East: .0 West: .0 OCCUPANT CROSBY BERRY 14731 58 AV S, TUKWILA WA 98168 OWNER CROSBY BERRY 14731 58TH AVENUE S, TUKWILLA WA 98101• CONTACT BERRY CROSBY 14231 58 AV S, TUKWILA WA 98168 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPLACE 'A 12' X 20' ALUMINUM COVER WITH A 10'6" X 20" ALUMINUM COVER FOR A PATIO COVER. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 1,550.00, PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop. Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start. Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private:. N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N .***************************************************** * * * * * * *. * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ ' 89.06 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0361 ISSUED 12/19/1997 06/17/1998 Date: 1 j 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and voi 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. .t...s: 14731 58 AV S P er mit 7 03'61 ui lie' grant Stat I,SS.LIED; T {y?`e DEVPE,RM , Ap 1 /181.1997 ;:' ar 1 , #. 8 . -00 I .s su e ; i 12/19 • k.kk*k• k 'A k klt k kk k k9k .'kkkk *.A**k *.kkk Ak k'kkA*A k *kk.kkk -G * *AAkk ' eriirl,t' C ondi:ti.ons 1. No ; chan;ge s ;,wi ll be made `to ; t h.e plans unl au: ov ed b y e th e' Architec or En gine e r a nd the 7 u,i'..w. la Buildin pr Division ical 2 Elertr perm its "sltial l,:be o:pt" ai1n d, through th :6.i - -: . 6§ hi n g t on lSt at'e D on of ,Lai�or =arid *Indu ' ' ai1 °• j e l.ectrical wo rk wi.l l be i ns-pefic by, t 6 g 0#0.1i (248-66-30Y. -. All permits insp`e t=ionY rkecor^ds, an, appr o`ved; pldnns *4 b'e f , � Fa , fic i � , • d r, available at the .job site prf,b to the s of any c' '0 s`truct'i-on ,, M, ;(1es'ersdociiments a „t o he ma'intain ed ? and' i av,a 1 able untr�l4-:fina1 1 1 on' appro val i gr�ant'ed``' corisr t riictl n toy :be - ''dune 'i:n 'confor wri"thk aj .t p rfove'd' M fr . , u �� , 4 . . la pns and. r elli.'reme r,ts of t h e U.tn•itor ni Bui Cade (1 9 94 Ed i t ion') : 'as: a m e nded; Lin M echanical .Code (199 yEd•• t,i0n .:0;0 : iin+gton .'State Ellergy Code .(19 Edition? ,, , ' s 5: Validi ty of "Pp Thi ssu4ince: of : a permit °or:approval� of pl.arns, pec.i and computation, s hall not be carl str`ue, ;toarbe a :r'per m1t , .:tot T an •apo'r oval ofi, . arly : vi ola�'r1 of of ,the rov;i s i ons( of `.the buildin . de ;. or L it ar ot he ordinan . of t•he .1'u ^ i�s dici l On 4 No .per no .presumin ? �, g i v e,au.tllar ty to .vl olat,e • or cancel the provisions of th cod z ' + slall �bev al id t j ' i s k ii Project rUmelTenant: 11 Q, C -O-C6y r T of work: New Single- Family Residence ❑ A - Single- Family Residence ❑ Interior Remodel- Single - Family Residence I Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure Cl a "' - t 1. %rt Si; �•i i Garage(s) j -e l t � ►� -� ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 1 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: 1 M , v Site Address: l c t ?3f —.sue 6/4,1'*6 <e l,t,,i City State /Zip: 9,1,e1/ Tax Parcel Number: g6V) 0- , 1 ,- `10Ga -03 Property Owner: 5 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Phone: Street Address: (° ti a " City State /Zip: Fax #: Contractor: n I( 0, A l0 X1441)4 - . Awivto,j (,, Phone: - E 3 -4'`, —id b(, Street ddrress: 9 Jr; /i( A) k- 1 Lam}f ll.,) 14 9g:09 City State /Zip: Fax #: l a- S 1 C) -1 Architect: r Phone: Street Address: City State /Zip: Fax #: Enginee L Z h,, - N Lti.k-1.:L � .rivc -- Phone: C _x.33 ~) Street Address: l / /. 1"n 'l IS 14/. /.. J ( mo w /^ / / �(/✓/ f � City /y� l /V Sttatte / / AJ, l DeI Fax #: Contact Person: ( Phone: Street Address: City State /Zip: Fax #: Description of work to be done: A l va; j ;,,,,„ ( i i y (911,; L. ). v 5 i i- ). Qv,' x,.4,;6 s i ,■4v • 1 1 c- A -: y.. ? C2 Z - ✓6 (} l el `' >(.2_D /kf v „�diti (in itA, rJ. r - T of work: New Single- Family Residence ❑ A - Single- Family Residence ❑ Interior Remodel- Single - Family Residence I Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure Cl a "' - t 1. %rt Si; �•i i Garage(s) j -e l t � ►� -� ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 1 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) ,•/ U sq. ft. GarageIGarport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck sq. ft. Dwelling sq. ft. Covered Deck(s) Proposed New Square Footage: �„i 0 .1-/ 0 sq. ft. Gafagah .1port sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUK"/ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Fe' STAFF USE ONLY Project ,Nunloer: ;Prmit Numbs: Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS :SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Date application acc . _ ted: It fi gi appli a ' n exp • Appllc n tak n by: (initials) I PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: e_ V* , . ( Si +' � ') (1,, ), t . /1 1 . " lyt' 3/4,4011 "� r Date: i � J j s , / �) } 1 ! ' , ' ! Print name: /„. , e--� 4��'►��t. ,- fi / •i T ; / ,t1-0Ili , .yi'iA , /ti ,1r Phone: L_�S_. :s4.4-ylw� Fax It: ���' `J `I •'`Y1-`"." Address: ' "'0 111; /it 'r /.= City /State /Zip: J'�, J),. i,L! -, , . ) I ' `l ALL SINGLE- FAMILY RESIDENT 4L PERMIT APPLICATIONS MUST B. UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED,, 4 REGISTERED ARCHITECT OR PRb, ESSIONAL ENGINEER MAY BE REQUI.f1ED BY 4 T , �H��E R ��,q ILDING OFFICIAL ➢ iib RAWINb6 SHAI& BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section El ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PERMIT.DOC 2/13/97 {,, '; ... .0:o u n t:, : Code . 0 3 2 2,..10 0 000/3'+5.030 000/3 3E .904 • Total. fees: 89.06 89 .: Total : ALL Pmts, 89.06 Clalance: 00 Mvir,I*AI' itir4 *fl *+1 *4 * * *v\ 1 ;0'kd k* 0 *ir *.•A * * * *i. .* *A4r *A* 1:+A.•k *;4 ** ;: Deacr i ption Amount BUILDING - ►�tti�RC"a.. ' 51.25." PLAN CHECK NOWUS 33.;31 STATE BUILDING SURCHARGE 4.50 <ti 7'. *** kA* k*A k** A 4. A* k**# c*** h****. k #.A* *Ah * ** *h*••k,k * *d' k. ***A* CITY OF 1UKWl:LAt 43 A: TRANSMIT hh* *k*kk*A°k*k * **4; ** Aka*******• kA* A* k: t* *A * * ***A*k* *.tkA * *i**** * k TRANSMIT ` R9700680 Amount: 89.06 11./18/97 14 %17 Payment Method: CHECK " Notation: REASONABLE AWNIN Init, J33 097. -0361. `; Type :':IYEVPEIlM DEVELOPMENT : PERMIT T heis Pe?mit'`No. Site' ;Adds ^ess:' L•ac'aaiar►` 136 .1471:.58• AV,.5, 1.4731 " 5 " 8 `AV: : .8" Project: 0 iO 4 r Type o / � s .ection: �/31574. Date arIMINEM.11.1111i Address: Special instructions: Date wanted: /— �Cj� p ra an: Requester: Phone No.: INSPECTION RECODO Retain a copy with p.,, nit INSPE • NO. CITY.OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 z: " 2."-036A PERMIT NO. 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .� 1* 1 $42. s - INSPECTION - E REO I IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Projpct: � � .. t -> �t�2- ` � V Type of inspeption: a -- AG(../11A-vv Address: Date called: Special instructions: Date wanted: �// _�j Vim. /) -. w 7 �m� Requester: � j , , Phone No.: c CO -L i I - LI 9 n b�4 $42.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. I Receipt No.: Date: COMMENTS: INSPECTION REC9 D Retain a copy with fit INSPECTIOt.NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bel -0 1 PERMIT NO. 06) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: k . C ) D, -c, r2.i L K �., Type ofin 4 �1 t Ll l l l� l 1 / • ,... o c,.... cal/ Address:' V) s U Date called: _ `97 - 2?) igy_: iO ;---e , Special instructions: UY'C, laa, - ; L -C7 / Date wanted: - 1,2-9-`17 m. p.m. Requester: ; ^' \1S-1c/ PhoneNo.: LC- iJ 75 COMMENTS:. 1)"Ati 1 2— . - / • ,... o c,.... cal/ ft x �, � � - 2?) igy_: iO ;---e , ..'''41.40_74;:a ,,..., 1.- 'Z144 2 - 1- - plot. 4 �<< / b.+r ccidt. I r ca c ,L a tz J Z s cf lap / ? h!zr 4 c al.e) ' 11i � � • 4 ' ♦ V e, (hied,' d 1 Inspector: Date: /27 INSPECTIONNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA''9818 Rem-- 4' 3b7S INSPECTION REC qD Retain a copy with it PERMIT NO. (206) 431 -3670 Approved per applicable code Correc t i required prior to approval.: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.,, 1 I f ! understand that the Plan Check approvals are i et;ect to errors and omissions and approval of ns does not authorize the violation of any 'i - 'opted code or ordinance. Receipt of con - l actor's copy of approved plans acknowledged. I � EE p �-� 1 04'7 Permit No_ Date /2 o "3 _I'YnA At FILE COPY 39' v e .de' --; /ice / ' iy ' D9 ' 1 ( s I4 ‘ 1 G C9 \' � / g p upa.4,w1 - `L t Da,Nof� S 3w� �oo�h RECELED -K\:;,-(') d am ' CCN cv 4- � . r/ . CRY OF KWILA "V:- NOV 1 1997 PERMIT ENTER 1 r r 1 ACTIVITY NUMBER tPn "" DATE 111 1t IQI PROJECT NAME D PARTMENT: ING DMSION ❑J LIC WO P -Cfl NE -a5 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE %t its ion NOT APPLICABLE ❑ • • COMPLETE NOT COMPLETE ❑ • COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑❑ REVIEWERS INITIAL 1 CORRECTION DETERNI NATION: APPROVED ❑I APPROVED W/ CONDITIONS REVIEWERS INTTIAL C:ROUTE -F • PLAN REVIEW / ROUTING SLIP FIRE PREVENTION C sU 11, 3U'13 ❑ DATE DATE DATE �L ANNING DMSION 0 P COORDINATOR DUE DATE 1212 IC(/ DUE DATE iataiCa NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ACTIVITY NUM. tiOn 03t0I PROJECT NAME DEPARTMENT: BUILDING DIVISION U FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 0 4 DETERMINATION OF COMPLETENESS: (T,Th) • COMPLE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 DUE DATE atolcr7 APPROVED El APPROVED W/ CONDITIONS [0 NOT APPROVED (attach comments) El REVIEWERS INITIAL 6t-N, DATE ll %OA APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL :u. APPROVED W/ CONDITIONS .. avAcc�Kastrrs +tv�eesfxrfatxstr,`paxavaFr,.2w PLAN REVIEW / ROUTING SLIP NOT COMPLETE 0 • NOT APPLICABLE DATE ( O y7 DATE ,Kte Thtit DATE DUE DATE mei i 4 147 NOT APPROVED (attach comments) (Certification of occupancy required. 'p{.AP7.',CAimost ,tl4;s .,, - DUE DATE it laora ACTIVITY NUMBER PROJECT NAME PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) .: COMPLETE n COMMENTS TUES /T BURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) E REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE DUE DATE ARCIR7 NOT COMPLETE ❑ ' NOT APPLICABLE—❑` //2/4 DUE DATE talyicri DUE DATE mega NOT APPROVED (attach comments) ❑ (Ccrdficadoa of occupancy required. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE fig COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS:. (ten days) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP MV CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DMSION STRUCTURAL PERMIT COORDINATOR 0 1 4 NOT COMPLETE DUE DATE _,x jqi NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE ih 1 DATE DATE DUE D A T E %a lQ1 APPROVED El APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Ej 1 DUE DATE Lai NOT APPROVED (attach comments) Q (Certification of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION f) PUBLIC WORKS Mg FIRE PREVENTION STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE El COMMENTS NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS REVIEWERS I ITIAL C:ROUTE -F DATE Z -Ct q 7 DATE PLANNING DIVISION 0 PERMIT COORDINATOR 0 1 i DUE DATE tt af207 NOT APPLICABLE Er NO FURTHER REVIEW REQUIRED t DUE DATE %aly Kart APPROVED WI CONDITIONS C NOT APPROVED (attach comments) Q P ft)° Pw RcTrvr77as e.2-1 DATE 1 a 5 0 7 3 (Certification of occupancy required. DUE DATE NOT APPROVED (attach comments) 0 ' m AFFIT,VIT OF LOSS AND REQUEST FOR DUPLICATE LICENSE OR CERTIFICATE Trans ID : 9753 5783 Activity ID 97230394 801 ;T Q being for the year , is not now in my possession for the reason that it has been • ; and that ' Name Address /PO C /f0 At/e. 1 City State ZIP I De /1 Signaaturrc RECEIVED CITY OF TUKWILA NOV 1 8 1997 PERMIT CENTER LicENsE%NpmBER CONTRACTOR NAME :." PARENT; • COMPANY ' • NAME '• ''.• '•,,• LINE ADDRESS : LINE 2.. • .• • • crTy STATE • • TELEPHONE" • •-• • • • • EFFECTIVE I.DATE EXPIRATION DATE SUSPENDED - DATE '" • . BIRTH :DATE PUYALLUP (253) 848-4146 03/07/90 05/03/98 oo/oo/oo oo/oo/0000 OPTION DEPARTME OF LABOR . AND INDUSTRIES ,..CONTRACTOR INFORMATION INQUIRY REASOAC101DG STATUS 601-175-939 CONTRACTOR TYPE . REASONABLE AWNING COMPANY • • ,• REASONABLE AWNI 13306 110TH AVE E • 98374 COUNTY PIERCE BUSINESS TYPE INDIVIDUAL GRANDFATHER • CODE UPDATED SPECIALTY CODE 1 GENERAL SPECIALTY CODE 2 ' UNUSED • '• RECEIVED CITY OF TUKWILA NOV 1 8 1997 ' PERMIT centerl e 1S ,. i understand that the Plan Check approvals are q) > :t3ieCt to errors and omissions and approval of .Z ., does not authorize the 'i oiation of any opted code or ordinance. Receipt of con- ? � . 71ctor's copy of approved plans acknowledged. I 1 � Z — Pi wise, 4. FiLF COPY /0.6"-/-2-c TH Pate (V .t " a �,�, I; la La iv, I o✓tl ON 4- ,L;S7cri 4 la Q' —46.14 391 le Da Noti S - 0° 4/2. RECEIJED e,f C pN cv z1z ,.rl46 CITY Nov PERMIT (ENTER O UKWIL4 F 1 1997 TABLE 1A: ALLOWABLE 1HONESS ON) p'� irda L%ACCtmo:. -__PAN MAX. SPAN FT. IN AX. OVERHANG FT. IN. MAIERI. ALUUINUU 3006 - H391 1 YPICAL 0.018 0.024 0 032 0.040 [ J .7 ,AS. 'PASS t.2 TABLE 18: ALLOWABLE 3 DECKING SPAN 24' DE00NG PANELS M 6' SKYIN.IIT PA�2' LIVE LOAD (PSF) - 6' 0/C MAX SPAN ET. N. 11114611011) . MAX OVERHANG FT. N. MATERIAL 1H10LNES5 (N.) ALUMINUM 3006 - 44391 TYPICAL 0.016 0.024 0.032 0.040 &ASS PASS ARSS PRSS 'b lo . 717 In to:7M to TABLE 2A: ALLOWABLE 4" DECKING SP MATERIAL THICKNESS (81) IRE LOAD (PSF) 944. SPAN R. N. X. OVERHANG FT. IN. ,t AlUMNUN a ' 4436 0.024 0.032 0.040 ',‘ &ASS PASS LI i I =,.. TABLE 2B' ALLOWABLE MO - 12' DECKING PAN 4" DECKING SPAN L5 W/ 6' SKYUGHT'PANELS (2 -6'a . MN.) 1. MATERIAL THIO(N095 (N.) 060 LOAD (PSF) MAX. SPAN FT. N. MAX. ' OVERHANG FT. IN. ALU04404 3004 - H36 0.024 0 032 0.040 ',C,ASS' &ASS &'53SS 1,76 r T.W. TO EDGE BEAM FT. 1 /X _II ©M � 5 6 1 In - -5:78 6. 6.72 7. 20 768 8 9 14 9.63 [ J TABLE 3: TRIBUTARY WIDTH (T.W.) PLAN VIEW GEOMETRY CASES: )VERHANG 0- Of CY SPAN -�� RHANF. EDGE BEAN BEAM 1h'.[ OR 81ALDINC N5T 8ETYEEN 814415 1.8 - L:2 I 1w =(1)"4 TO EACH 41441 t.w._ SEE TABLE FOR T.W. TO EDGE BEAM 1.w = (L) 1/2 1 W Al INTERIOR BEANS = 1.25 (L) SEE TABLE FM T.W TO E001 BEAN JOB TITLE G urpoTt Eing8W®®PBf�tl�J One I COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 816 ST. E. SUMNER, WA. W90 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 0..1 498.4 71196.o7 North / 51111. 101 / Auburn, we 911001 / 206 1133 - 7776 la; TABLES IA. 18. 26 NO 2B ALE FOR OE09840 USED AS CARPORT CR PATIO. DEFLECTION L1MI1 LENGTH / 60. WSW REQUIRED SLWE • M / 11 GENERAL NOTES: SHEET 11TLE 1. DE9(R4 1S PER THE 1994 UNIFORM BUILDING CODE 2. ALUMINU9 DESIGN IS PER THE SPECIFICATIONS FOR ALUNINUN STRUCTURES BY THE ALU91919 ASSOCIATION AND CHAPTER 28 01 THE 0921044/ BUILDING CODE. HOT- ROLLED STEEL DESIGN iS PER RISC MANUAL OF STEEL CONSTRUCTION. 918 EOITLO8 (ASD) COLD - FORMED STEEL OE9GN 41 PEP THE ANSI SPECIFICAIKX. FOR THE 015IGN OF COLD - FORMED STEEL STRUCTURAL ME48EFS. RUG. 19. 1986 EDITION WITH DEC. 11,1989 ADDENDUM. 3. DESIGN LOADINGS LIVE LOADS: 25 PSF SNOW LOAD 30 PSF SNOW LOAD 40 PSF SNOW LOAD 60 P51 SNOW LOAD MIND LOADS: 80 MPH EXP0SU8`F C LATERAL PRESSURE 2260 PSF UPLIFT PRESSURE 22.60 PSI (53.89 PSF 0 OVERHANG) 4. STRUCTURRES H/,VE BEEN DESIGNED FOR THE 4AR5T CASE LOADING OF DEAD LOAD PLUS MIND PLUS 9408 LOAD / 2 OP DEAD LOAD PLUS SNOW LOAD PLUS WIND / 2. 5. CONCRETE. Pc = 2500 PSI REQUIRED AT 28 DAYS. 6 81011080810 : Fy = 60 KSI 7. F0989ATIDNS: FOOTINGS HAVE BEEN DESIGNED FOR A CLASS 5 SOIL USING A SOIL BEARING PRESSURE OF 1000 PSF. THE STRUCTURES HAVE BEEN DESIGNED WITH FLAG POLE' TYPE COLUMNS NOT ADVERSELY AFFECTED BY 1/2 NCH 6401004 At GROIN() SI1RFACE 1.19.N0 A LATERAL 504 BEARING PRESSURE OF 200 PSF/FT OF DEPTH. SOILS OF ORGANIC CLAYS 08 SILTS REWIRE A SOILS REPORT AND FOOTINGS DESIGNED PER SITE SPECIFIC RECOMMENDATIONS. ALL 1(021805 SHALL BEAR ON UNDISTURBED GROUND OR ON STRUCTURAL FILL 5UBLECT TO APPROVAL BY THE LOCAL BUILDING OFFICIAL. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER 9. P45119ER5: 0109. BOLTS SHALL BE A307 EOM AN $E STAIN" GAIVANLZED�R PLATED. =N. �BOLTS S SHALL BE 2024 -T4. - 10. PATIO COVERS DEFINED AS ONE STORY STRUCTURES LESS THAN 12 FEET N HEIGHT NOT 05E0 AS A CARPORT. GARAGE OR STORAGE AREA MAY BE SUPPORTED ON CONCRETE SLABS ON GRAD WITHOUT 10011905. PRONDED 144E SLAB IS NOT LESS THAN 3 AND 1/2 INCHES THICK. COLUMNS SHALL BE SETBACK A 919190 OF 4 INCHES FR09 ANY EDGE OF THE SLAB. 11. EMBEDDED 4 l • • ` - '4 . ' 7 ROAN ANY OIL OR OTHER SUBSTANCE THAT MAY INHIBIT BONDING NTH THE CONCRETE 12. BEAM AND FASCIA SPLICES SHALL NOT OCCUR NEARER 40 THE END OF THE STRUCTURE THAN FIRST INIEAIOR COLUMN, AND SHALL BE NO MORE THAN 2' -0' FROM A COLU9N. 13. ALUMINUM ALLOYS SHALL BE SEPARATED FROM D15941LAP METALS PER U.B.C. SID 28 -1 FOR OTHER THAN STAINLESS. ALU9INUZED OR GALVANIZED STEEL. 14. TABLES APPLY TO 80 MPH WIND SPEEDS 64114 AN EXPOSUR; FACTOR OF C AS DEEMED BY THE 1994 U.8.C. OP LESS. (TABLES 041 FOR 80 M.P.H. EXP. B. 13.2? P.S.F., 90 9.P.H EXP. 8. 16.76 P.5.F. 100 N.P.H. EAR. B. 20.6 P50, OR 80 N.P.H., EXP. C. 22.6 P.S.F. 1 1 � r �m BS NOTED - METHOD OF USING TABLE GENERAL NOTES, DECKING SPANS TRIBUTARY WlnTU nrrI ' METHOD OF USING TABLES: 1. DEFINE THE 900118ED GEOMETRY OF THE S ?UC1L'RE DESIRED c. ) LENGTH OF STRUCTURE - ALSO RANGE OF COLUMN SPACINGS OR BEAN SPANS DESIRE" 6.) MOTH OF STRUCTURE - ALSO THE SPACING BETWEEN BEAMS CO OECK1111. SPAN 6.) HEIGHT OF STRUCTURE - SHORTER COLUMNS PRON01 MORE OPOON5 2. DETERM1NE THE REQUIRED ROOF DECKING THICKNESS FOR TI DESIRED SPAN FROM TAKE I OR 2. USE THE SPANS FOR THE ROOF LIVE LOAD 810016ED FOR THAT AREA (CONSULT LOCAL BUILDING OFFICIA_) 3. 0110999E THE TRIBUTARY YADTH5 (18.) FOP THE BEANS FROM TABLE 3 BASED ON THE DESIRED GE09ETP• 4. USE THE SHEET TITLE BLOCKS OR TABLE 01 CONTENTS TO LOCATE THE SHEET WITH THE DESIRED BEAM WITH THE REQUIRED ROOF 116E LOADS. CHECK THE SPAN TABLES TO VEP21 "" THE BEAN WILL SPAN THE DE5RED DISTANCE 8194 THE TRIBUTAF0 MOTH. AFTER 61811061. THE BEAM READ 4410 REQUIRED FOOTING 4240 ALLOWABLE COLUMN OPTIONS. REPEAT AS NECESSAP 5. SEE THE APPROPRIATE DETAIL SHEETS FOR THE TYPE OF STRUCTURE BEING ERECTED (EITHER FREE - STANDING OR ATTACHED TO ANOTHER STRUCTURE). 6. F0LL0w ALL NOTES AND RECOMNENDATICNS CONTAINED WITHIN THESE ORATING5 PERTAINING TO THE STRUCTURE BEING ERECTED. 7. 00 NOT EXCEED THE VALUES SH01T4 N THE TABLES. IF THE VALUE WOULD BE EXCEEDED USE THE NEXT HIGHER LOAD CASE (EXAMPLE. USE 9' -0' SPAN INSTEAD OF B' -0' IF THE DESIRED SPAN IS 8' -2'). 2(08 NO CHECKED J.G.B. PETMIT CEN ORA. T 0 REV 1511315 97057 ILA Lows LIVE LOAD rm. MDT GEME1RY OLWN MAGNUM MAX. COLUMN SPACIC FREE 87X71111* 926 k STANDING GUTTER FASCIA, 4" OR 7" : BEAM * PATIO STRUCTURES Cam' TYPES cEcm FOOING SCES 8 Ca2MI TYPES 1 r FOD18c SAS R 0084111 TYPES MOERIY 120 FOOTING SW &OIL= NM LOSS 15 ATTACHED U4N HE10IT MAL COLUN warm FREE STATONG RACHED MIIIIIIEIEMI awe, HEIGHT MAX. 101001.1 SPACING FREE STANDING ATTACHED ct — LEND MAIL MUM SPACING FREE STANDING FREE AR00800 Tuna mg YADM UVE LOAD F00TNG FREE STAKING COLU189 TYPE 01001840 COLIANI TIPS FOOTING 100.6 TYPE FW1',N1 y 1U: % COMM T8PE MMUS FOOTING calm 7 159E FOOTING FOOTING COLUMN TYPE FOOTING NO SUB RUB NO STAB SLAB NO 9.AB SLAB NO SLAB m TYPE NO SLAB SUB NO $LAB SLAB NO SLAB SLAB NO SLAB SLAB P.S.F. 20 . 3' SLAB NO SLAB - 4N C {, G - SLAB A {, G i` 8 - 6 - SLAB C - F, G - SLAB 4. G 8' SLAB SLAB C {, G 0 -6 SLAB {, c 5 a 9 - 6 SLAB SLAB SLAB C{. G 0 - 1.0 ] SLAB SLAB 9-L c 3'• P 5 5 9,9 sN I {, a 7 -6 SLAB a {, a C -F G 14 G - _ m ®DOmO ® ®��®/ 110110 9' 20 P.S.F. 25 P.S.F. - - I8370IIINIMIm ®© - 8- A - SLAB 0 - E, a C {, 0 8 {. 0 C -F, G SLAB e A e 3' -6 "mom �'� 8 SLAB SLAB SLAB sN c {.c SLAB SAS SLAB SLAB a -F.c - - - 8 -6 ���� - - ��ITEM 9 6' 9 -6 moo 6 -6 - SLAB ∎3 -6 4' Frm 8' / sN 0 c c C-9 G SLAB B {. c B -F c 8 6 7 -6 "—a wa 9 _���a �I.�IIIII B - f G �■ � ... 6 - - SLAB aN 04 G G A � ��� 84,G n- G 4 SLAB SLAB 04 0 C-F, G - SLAB aN 84 G A-F. G ti �I� �� IDEA ORMINTIMIIIII II - - �� 0{ G C-F G gill VG SA 9-0 G A4 G III 7 -6 - 4' 6' 8 - SLAB 9 4 G - _ �� 8 - /M1_���� MN 9 8- I - _ YN I1� - - _— SLAB MX!! ���� 111$6 ELLE - - SLAB SLAB C{ G 0 4. G MOM 4 - MAGNUM GUTTER FASCIA, 4" OR 7" J RIND SPEED -MAP AREAS (moles per ha,r) HEIGHT ZONE LOADS MOWRY 90010* SINS 4 MARI TYPES GEOMETRY FODLNG SITES 4 011.104 IVES IN FEET 70 80 90 100 110 120 130 LESS THAN 12 10 13 15 19 23 27 32 MAGNUM GUTTER FASCIA, 4" OR 7" J BEAM K IAA I IU I mLJL. 1 ,..11.L -/ LOADS MOWRY 90010* SINS 4 MARI TYPES GEOMETRY FODLNG SITES 4 011.104 IVES FnlclTt+r JOB TITLE COMMERCIAL PATIO & STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER , WA . 98390 FOOING SIZES • a11Y1 TYPES 11 M,RY 2 5HE01 Lq FOOTING 4ES t OMAN TYPES LOWS DATE JUNE 1997 200 10A0 IRS. 4D1H COLUMN MINT MAX. COLUMN SPACING FREE STANDIN RACHED COLUMN HEIGHT COLLSM SPACING FREE STANDING ATTACHED F URN 80011 MAL COLUMN SPACING FREE STANONIG Tuna CLAM HOD 8 COLUMN SPACING FREE STAKING ATTACHED Ma MDIN UlE LOAD ROW MIAMI ME FOOTMG MUNN nPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN TINE FOOT COWAN TYPE NO SLAB SLAB BO SIAB SLAB NO SLAB SLAB NO SLAB SLAB NO 9.A8 SLAB NO SLAB SLAB NO SLAB SLAB NO SLAB SLAB 20 P.S.E. 6' 4N C.F. SLAB A '4- 0 -6 - SLAB C -f G - SLAB A -F U r ] - SLAB Cfi G G - 9,9 • G • 7 -6 - YAB SLAB C -F G 14 G - - a. SLAB A4 G 9 4 G 3 20 P.S.F. 25 P.S.F. - - 2.,e SIN SLAB 0- 0. L YAB SA8 aN 8- A - - - - Y i8 SLAB Y AB C {, 0 8 {. 0 C -F, G - - - SLAB SLAB SLAB 8-F 8 -0 0 Ai, G �'� - - - SLAB SLAB SLAB 04 B {, G C {. G - - - SLAB SAS SLAB 8 - 6 G 8-F, G Ai, G EMU - - - SLAB SLAB 04 0 C -F, G - - SLAB aN 8 -F, G A -F, G 6' 6 -6 - SLAB C-9 0 SLAB 8 -f 0 M / - SLAB C-9 G - SLAB B -F c 7 -6 SLAB 04 G SLAB B - f G } -6 6 - - SLAB aN 04 G G SLAB SLAB 84,G n- G 6 -6 SLAB SLAB 04 0 C-F, G - SLAB aN 84 G A-F. G ti 7 7' 7 - - SLAB SLAB 0{ G C-F G - - VG SA 9-0 G A4 G III 7 -6 - SLAB 0 4 0 - SLAB 9 4 G 4 - _ SL AB _333M C SLAB !,m||47,; 8- - _ YN C4, G 1111 - - _— SLAB MX!! 8 -F, G 111$6 ELLE - - SLAB SLAB C{ G 0 4. G - - 9.88 AB B SL 8-F G B-F, G 4 Hi 4 '6• r 9 6' r 9 6'-6 - _� !` NM 7' -6" 1' -6" - SLAB 9. C-F, G C {, G - SLAB SLAB A4, G 8 -F, G 4' -6 3 25 P.S.F. 3' r 9 -6' r 6 1 6 -6 __ -. _- SL4 SLAB C{ 6 C F G - - SLAB SLAB A-f G B9�G M33 - - eq$g r } } § } } }} 9 -6 r (\ - - |;!|,!||1 2� § }� L �� t,• SLAB 0{ G 9)8 8-0 G • ® SIN � ® SLAB 0 {, 0 - 9.N B4 G 3' -6 s 4' -N' 6 - B 9 ' - r 01 - 9 ,r 6' -6 6' -6" - 7 — ����r �� 7' -6 r 3' -6 - 30 P.S.F. 3' 9 - 9 Ir 6 ' - - BEIQSA 7' - -_ ® 7' -6 �— 3' 30 P.S.F. FOOTINGS, PROVIDED THE SLAB IS NOT LESS MAN 3 1/2' THICK AND FURTHER PROVIDED THAT THE COLUMNS D0 NOT SUPPORT UVE AND DEAD LOADS IN EXCESS OF 750 POUNDS PER - COLUMN. A p1° 114 4a.Ip, len REVISIONS Rupera CW gline(T lg9 One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL - uw 8481 0 447 05884y Math / Suds 101 / Auburn, we 98001 / 206 -a3-7778 JOB TITLE COMMERCIAL PATIO & STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER , WA . 98390 SHEET TITLE PATIO COVERS — c"° 97057 2 5HE01 Lq CHECKED J.D.B. ALLOWABLE SPANS, REQUIRED COLUMNS & FOOTINGS DRAIN T.O. DATE JUNE 1997 CHAPTER 49 U.B.C. - PATIO COVERS PA00 COORS DEFINED SEC. 3116. PATIO COVERS ARE ONE -STORY STRUCTURES NOT EXCEEDING 12 FEET IN HEIGHT. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OL THE LONGER WALL AND ONE ADDIMONAL WALL IS EQUAL TO AT LEAST 65 PERCENT OF THE AREA BELOW A MINI- MUM OF 6 FEET 8 INCHES OF EACH WALL MEASURED FROM THE FLOOR. OPENINGS MAY BE EN- CLOSED WM INSECT SCREENING OR PLASTIC THAT I5 READILY REMOVABLE TRANSLUCENT OR TRANSPARENT PLASM NOT MORE THAN 0.125 INCHES IN 1WCNNESS. PATIO COVERS MAY BE DETACHED OR ATTACHED TO OTHER BUILDINGS AS ACCESSORIES 10 CROUP Ht, CROUP R, DIVISION 3; OR TO SINGLE DNEWNG UNITS IN GROUP R, DIVISION 1 OCCUPANCIES. PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR WANG PUR- POSES AND NOT AS CARPORTS, GARAGES, STORAGE 60080 OR HABITABLE ROOMS. DESGN LOADS SEC. 3117. PATIO COVERS SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN, VENN THE STRESS TRAITS OF THIS CODE, ALL DEAD LOADS PLUS A 888908 VERTICAL LIVE LOAD OF 10 POUNDS PER SQUARE FOOT EXCEPT THAT SNOW LOADS SHALL RE USED WHERE SUCH SNOW L0AD5 EXCEED 111S MINIMUIL SUCH COVERS SHALL BE DESIGNED TO RESIST THE MINIMUM HORI- ZONTAL YARD LOADS SET FORTH IN MIS CODE, EXCEPT WHERE LESS THAN 12 FEET HICH,THE HORIZONTAL MHO LOADS SHALL DE AS INDICATED IN TABLE 00.40 -A. IN ADDITION, THEY SHALL BE DESIGNED TO SUPPORT A MINIMUM RIND UPUFT EQUAL TO THE HORIZONTAL WE LOAD ACTING VERTICAL UPWARD NORMAL TO THE ROOF SURFACE, EXCEPT THAT FOR STRUCTURES NOT MORE MAN 10 FEET UPOVE GRADE THE UPUFT MAY BE BE THREE FOURTHS OL THE HORIZONTAL WIND LOAD. WHEN ENCLOSED WM INSECT SCREENING OR PLASTIC THAT IS READILY REMOVABLE TRANSLUCENT CR TRANSPARENT PLASTIC NOT MORE MAN 0.125 INCHES IN THICKNESS, WND LOADS SHALL BE APPLED TO THE STRUCTURE, ASSUMING IT IS FULLY ENCLOSED. LIGHT AND VENTILATION SEC. 3118. *80080 REWIRED FOR UCHT ARO VL71MLA1IC1 MAY OPEN INTO A PATH) STRUCTURE CONFORMING TO SECTION 3116. FOO1B105 SEC. 3119. A PATIO COVER MAY 8E SUPPORTED ON A CONCRETE SUB ON GRADE WMOUT TABLE 80.49 -8 DESIGN WIND PRESSURES FOR PATH) COVERS NOTES: 1 TABLES ARE FOR 80 M.P.H. RINDS OR LESS 3. CONFIGURATIONS IN TABLE LIMIT THE COLUMN LOADS TO 7305 OR LESS AN0 12' MAXIMUM COLUMN HEIGHT 4 A CONCRETE SLAB NO LESS MAN 30 THICK IS REWIRED. USE APPROPRIATE DETAIL AT COLUMN TO FOOTING (SEE ABOVE) = COLUMN TO FOOTINGS SEE DETAIL 0.E DETAIL COLUMN TYPES 1 STRUCTURE MUST MEET DEFINITION AT LEFT TO BE BUILT A. (2) ITT' SO. s 032' ALUMINUM AS A PA00 COVER. FOR ATTACHED =ADO COVERS FOR FREESTANDNAG PATIO COVERS 8. 3" 50...032' ALUMINUM C. 3' S0. F .048' STEEL D. T.S. 4' SO. X He E. T.S. 5' S6. lc F. r SO. 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II Ell iiiii i IMEMIIIIIME111011 „ 011111 t ' ' LI ' : : '4 1 I ! ill bill ll g II 1111112 o Ell Mananallil Y S1ATF „'�� 3 0141 • ON a a v Nam El ENE! g 3:121EZEM MEE EIMEMEMEEME !EKE: 1:: FESI SEMEMEMITE IEEE 111 31111111111111 L IMEMMEEMEMEMMEMS EMIESEEMEMEEMES: EEMEMESEISEEME: liMMESESEMETEMEI EIMMEMEEME MEM EEMEMEMEMEEMENINEI EiliMMENEMEMEMEMBEE: iiiiiiMEMEMESSEEME l iESOMMEMEMEMEME: IMEMEMEEMESEMENE: zmuzz:::::EmommEmmE itilliiiiMilliMMENEE MEM mrammaimmons awn O, (1) W CO i-- 'Tr 0 0 6 n nn Z u o z + w L`-� J C N U U Lock DETAII S LOCK DETAILS 090 O.S.R. Hailpen C ngMewling, Mac CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 MI Valley Highway Nor. / 10 101 / M , . Nn 91001 1700 200 - 5 7 - 7 - 1, SUMNER Wk 4.150 25' R .125 R IS° R AWING DECKING PANG JOB 1111 COE MMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. 98390 24.000 .115 - 2536 - - - .710 _15 4.150 4.150 AWNING DECKING PANEL 3006 -70391 SHEET TITLE r . (0) (0) OR 5' (E)] 5 -. 1875 nla_F Eae_Ir EA 51L AS115 A500 GR -B (0) 11 (0) ALUM: 6061 -76 (0) 3 x 3 POST GRADE "C S1EEL 451Y 448 (C) oR 3036 -H391 (B) 375 R . 0301 o f I 270(- 3500 4.150 COMPONENT DETAILS I— 1.500 C0L)A N SHOE 3006 - 4391 'C' HANGER 6061 -16 JOB NO CHECKED J.D.B. ...orono� RENSIONS 97057 JUNE 1997 !Dams 3.3).01 SHEET NO `T .060 R (4) 03 ILIA- 4' I — BEM( SPLIa .1017 jY STFFI BEAM MA11S METAL SYSTEMS, 1180- ER1715P 6061 -T6 6061 -T6 0 2.5- -{ `0.219 INSIDE RADIUS, TYP. .0713 10" STEEL BEAM ANGELES METRE SYSTEMS 1CB0- ER1715P auEp ®Ertt Engan® ®Qanj Ou c CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1919 "NI 99191 1959""9 North / Sun" 101 / ♦vWn, We 96001 / 206 633 - 1176 JOB 11111 MLR 1.609 6063-16 R 0.219 INSIDE RADIUS. TW. .0713 6" STEEL BEAM ANGELUS METAL SYSTEMS IC90- ER1715P .100 R .125 t - .125 I.000� . .375 I-- 1.75u _1 r 1 SPtit 6061 -16 COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET TITLE 6 MAGNUM GUTTER FASCIA 6061 -T6 5" MAGNUM GUTTER FASCIA 6061 -16 COMPONENT DETAILS. 1692 —I 6" MAGNUM GUTTER SPLICE 6061 -T6 5 MAGMJM GUTTER SPLICE 6061 -16 .027 R .027 R Q" SIDE FASCIA 6063 - T6 DATE JUNE 1997 PERMIT CENTER COLUMN TYPE B OR F SEE GENERAL NOTES II 8 13 IN GRADE OR SLAB COLUw PER TABLES C -C /5 Muss. 6p REBAR w OSS 09 CAL x SUNLESS OR cuvANazm Rao N uUYNUY ((0094. 2 PER MINN Co RIGHT $IL H. ■ IY.' . 4k' O ' 5.500 (1) Hi/ ■ 3W BaT WW TEE 0 � I S1 Oil I 1.5s7 2w6- -{ I 110 SCREWS (2 (2 E (4) 06 satErs A 9oE i CALM POST BRAG(Er sEE on ro tEFT .6 ' y,• f s catu4N 3 r ..I 10 ' 7' 3' aA (2 So. 304 FEU FTC PER TABLES. 'aA' . 'DEPTH' ( 20 ■ 30 IS A 20' DIA . 30' DEEP FOO7NG) THIS DETAIL MAT ALSO BE _ FFC TTACHED STRUCTURES MTN NO SUB. FOOTING 9ff AND REMFORONG PER 4/9 STRUCTURE (2) W BATS / I/ WA9 1.0.12 062 R • I • 3 x 3 POST BRACKET (4) We OD Bar r/ N.T.S 3k i- 6 CONTRACTOR 01,038 FROWN CONC. BLOCK BELOW FIG. FOR TEMPORARY SUPPORT OF COLUMN FOOTING g N.T.S. DETAIL — _ — FREESTM((iING O BASE PLATE / II�' I s ue. I 6063 iv 2k ELY FN ! 1.u' gS (YN.) IliCIC CONCRETE SLAB { k 221440 NALN OHYE WHEW O w/ iT,' EMemMErlt • 1as'9.G —: B N WAN 'F' ONI Y k - COI &La SEE SFEET 92 FOR DEF78190N OF PADO COL£RCOVERS, SFE DETADETAIL OCTAL IF HZ PAW. O SEE GENERAL tOIE /13 FOR ALL ALUMINUM CONNECTONS W/ STEEL BOLTS N.T.S. IMIL ALL PROTECTED ACAN�CORR0901 O 4AB C k ° a 2 • ■4 SlEEL SHALL BE W/ (2) 11'f 1C&15.7 O.C. PRO C0G4 A.B. O 0 A 9 2W 4 ' COLIAN A � 1,4' SO COLUMN IN' caU4N UP ■ DAM' (4N.) 3k (101) 1)401 CONCRETE SLAB A I We B BOLT (2 PLACES) 1--9 Pldtl Sn / Hi ■ 2k' A r , F� I (•I._ 1 � COLUMN G D. E. CRC r BASE t (A 36 SIR) PER TABLE O O (2) i'A ants O ElE1L tit' EA. (DP) Em sEr >a„B BOLTS T1 DIENT PER 12° UK A_A • I . ,. - . I A _ . _ --- • �(2) WO E10. 8011S 8/ 2k' WARN (9 90040147 ' 16( STET 12 FOR 669981 N OF PAW CMS. SEE DETA1 3 PA710. FOR DET IF AL a 9 / 3H• (1111.) J (9PANSa ears 9� THICK CONCRETE i214' M. . EMBED N CaNI.7ET� Dal S6E 4 IF NO FOOn103 oR IV/ COLUMN TYPE 'A GI 05ICPEIE r Cowl A N ROW • 1r oc. EACH TYPICAL. TOP 2 BOT F FT(S DEEP t Owt F MILC .')ETAIL - ATTACIit�i y N.TS. FTC PER TABLES 'DEP9( ■ 'PLAN 08.74904 SQUARE. WAY. ( 12 . 24 I5 w 1r DEEP 2A' SQUARE N PLAN) IS ' ST'Ni)CTURE$ SLAB Bolls PER - " NTA , e EOOTING DETAIL — ATTACHED PA.1 COVERS •• AU - -- ••• A A g °FOOTING DETAII - FRFFSTAN °` ( i IUNf ?APATIO (X)VFR� . Ru w = FIJ.. 2_' ' ' rt'QI.^,T . G o 4, 0 N AL "nle∎ .1.111 . PN. L �RE EJF _ .,.___•., °/ i � r � S�yAt En . , f 66 , t ..,.. i , FL , g f / ' . , i OFFS$ A . �4 \ N4) E: SEE 3/9 FOR --ALTERNATE OCTAL FOR ATTACHED STROME VATH NO SLAB. PER 4/ 92E AND REBIFORLING PER 4/9. '4 -36 STEEL COLUMN TYPE BASE ' PULE ANCHOR 8x15 • A SEE 2/9 FOR 90 DETAIL COLUMN TYPE BASE PU1E EXPAN9aN BOLTS of p •rauctu u N /; .By ` VQ O � �' i• ' :� Q` so A � elf, R M+ !� rL}. 4 . - C - 3' SO ■ 048' ASTY 446 GR. C 0 yA WA �'� • y F, ' • 0 AS CCLUNA ' SEE 2/10 OR USE SAME C o E >e : . l Pr 'o' 51.` ■ 5'h' a II' (2) k' ■ r EYeEo EMBED ( 2 ) 141* . !' EMBED ( ) S St EA wma�m • Z . 4 . 4 . 4 a 0 a a, VACX.4'ti B = 4 sq [ 1Y 15 ASTM Asoo (x e ° i i� ' - 52 ' .. 'ti Q' , C �. E= 5'SQ■1fa'TS ASHY AS0001.8 .■ .. � .F = r S0 ■ .075 4408111 P051 \ 1' I ' 0 - mG = S 4' 0 [ its ARC ' • " Z /IF 1 ORE e. �- .166 8606040. NOTE X13 1 03 11 , n ; ' � • ' .,, + - ... � �. � e 770 V R •^' N.. " <' -48 = T NAL1 -a. 2031 i e fI• pi 1 7 J�at 4, :� rte. ,1-, i . F SEE 2/10 GR USE S ATE AS MUM T. • G 1[ ■ 4k' . lo' I (2) k' . ! EYaD I r •_ ; G1566S 1 4 -36 STEEL ( • q �•. y,� ` CF •:" � / . SEE GENERAL NOM 9 aa 1 r..r1p9o. r 1....■s 6•23. -llta 1 F39•. (2. I04W 3.31.0 I REVISIONS Ed perm EngOnsevIng Ouc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 Mal v,9.9 9.0.9 moan / S.91. 101 / 430 ..., 00 99009 / 209 -833 -177a JOB ME COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET T110 CONNECTION ^ ^AI,I� DETA POSTS TO FOOTINGS JOB No. 97057 a J SS E? No CHEC KED J.D.B. 01,0,0 T.O. 54 , 5 JUNE 1997 COLUMN UuN ANCHOR TYPE ,� TS BOLTS vEI (2) We WA (2) N' (2) 14'4 MAGNUM GUTTER 1.547 t =030 - COLU.Y SHOE N.T.S. (05E BCt15 SHOWN ON 6005 -15 COLUMN TO BEAM OETA6 WEN USED AS COLUMN CAP) 0 /B 4 N TEK - 1) PER CLIP. (1) CUP O EA. PANEL INTERLOCK PAN CUP MAGNUM GUTTER TO POSTS TYPE T OR V COLUMN PATIO COVER ONLY NTS 3 4 3 POST BRACKET SEE 44'9 4 344 HEX BOLT ISMAIL UM DUAL 4/2 G° uperi {t C ng8gilsevIng Dpi C� (CN1R COLUMN BOLTS 04 RRAC.ET DEPTH) CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 wool veasy Mb.eo7 North / 9,0, 501 / Auburn, we 48001 / 206 -8;3 -4 776 750 4' I BEAM 4' I BEAM TOPOSTS TYPE 'B° OR 'r COLUMN PATIO COVER ONI Y N 284' 8011 SPACN0 ° RAMSET lSuOCtr EXPANSION BOLT OR EO(AVALENT E9911NG DETAIL - COLUMNS 'B' & °I- ATTACHED STRUCTURES N.TS BOLTS TO BE STAINLESS, ALWIN1ED OR GALVANIZED W/ R WASHER Cr SAYE FINISH. OECKRI0 PANE1 3 • 3 POST BRACKET 3 a 3 POST BRACKET SEE TAY 4 38( HEX BOLT I YACNY POS1 (TYPE 'C) I I MAGNA POST (TYPE r) 0R 3 4 3 AIUY.(r1T•i o) OR 3 a 3 ALUY.(TYPE 'e') {8 4 N' WK. 8' OC r I BEAM JOB 11 n.6 SHEET 1111E COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 DECKING PANEL L (4) N'9 489 HEX BOLT (4) N'9 4 N HEX BOLT BRIKT TO 1' -BEAM r BRIT TO l` -8E4M 7' I BEAM TO POS1a TYPE ° B ° OR r COLUMN PA1(0 COVER ONLY X. 3 4 3 POST BRACKET 3 ■ 3 POST BRACKET 92 ® 14'4 • 31/2' HEX BOLT YAGNUY POST (TYPE 'r) OR 3 4 3 ALUN.(7YPE 'B') ELM 7N Plate 4 Hdir A5114 A568 7.5 251S4 T.S. =49si Rod: 1040 Steel. Y.5. =48AS. T.S. =80 Feustr Anchor shall be coated nth class 1 zinc electro plating. from 0.5 to 10 mi thin NOTES Y.S = Yield strength T.S. = Utl. Tenaie Strength COLUMN SNOE 30' 1 1 fOO11NG DETAIL - ATTACHED PAno COVER W/ NO s.AB OR FIG N.T.S. COLUMN SHOE 3006 -H391 _2y H 1%1H CONNECTION DETAILS - BEAMS TO POSTS, FASCIA Y ' 1 1 l½5417 2744' 4 554 SLOTTED HOLES PLATE - /GA. ( 580') M1Y0 R00 HELIX - 9GA_ (.15C') 41 1 45' 8 COL TYPE 'A' ONLY CONN -COL TO ARMING ANCHOR CHECKED J.D. T.0 DA E JUNE 1997 1 MAGNUM GUTTER DECKING PANG le • T TEK 0 8' 0/c TO TMs Adli AIL , �. © �� ( w aa m T EA 90E T SEE ED 0 cOLU1W rffs 18• t COLUMN Win (q ,� a cnr OF ICE •� 0 n I SCROLL K'4 ■ Y' HEX BOLT 1 4'4 • 2• HEX BOLT I 1 -- .• tN' COLWI RNE COLUMN TO ALL ' _ - BEAMS I +1 _ 1 - COL _ S EEIP01EM1S - • STEEL) - 2 SEE e 0 TYPES • B • -36 Sdrll) ' 3 ' COLUMN _._._._._ - - 1 _ - 1 -- I I Q..._ c 7 CUM - - INSERT (A -J6 STEEL) - ' PANEL !! FIKTIV•' • ' . r. • -•'.. - - - — — — 1 — — — A - A -I _ • 1/4;11/44 Y - _ INSERT (A -36 114 114' • • • I COUIUW J t Y. COLUMN ! _ _ I _ _ I• _ _ I I B ' V "ATV WSERT(A :1 yr N.T.S. I ------- ------ ; 2- a • 4 MC 01230.C. Ar4 DECK US � TYPE • B • kr =MS - N In COLUMN SHOE SHO 2/10 AT TOP O "a IF 4 ° F' COLUMNS MINING OECKWG a N• TEN. 12- GC. \ 1 r� PANEL • N TEK — (1) PER GP. �1) a CLIP • EA. PAIEL W1ETtLOLK l WON IX-�1� UU ) I 1 OECKNG PANE1 PAN CUP M AGNUM GUTTER - P a 14' TEII 0 8 O.0 AT 3 DEC% 2- 18 a 14' TEL( 012 O.C. AT 4' DECK /B . N• TDU 0 8 O.0 AT ,' DECK 2- #8 • Sr MEN • 12 O.C. AT 4' CE © SIDE FASCIA • TO PANS l USE COWIN 910E SHORN N On 2/10 AT TIP OF \ TYPE �' d T COLUMNS 1-1-1 4` 4(M SEE SECTION • (4) 4 4' 1i ° 4 A-307 • 1 If% BOLTS r , �.,, 4 irk A -307 (4) ■ 1' HEx BOLTS N.T.S. (2) 11 , 1Y' \ ,m A -307 HEX BOLTS SEE SECTION ABOVE Sn A -36 t 1M • 316* ■ CUMIN MOTH + 5' SS11. A -36 i4 . 2 . C (2 REDO). SPACE INSIDE ttA CF COLUN MINUS I4' A307 BOLTS ■ COL MOTH • V HEX BATS. (2) 19'4 • COL TYPE 'B' t • C (1) WO •COL TYPE 'C; o' k 'E \ ` r 50. , .032* ALUMINUM Y SO 1 048' STEEL 4° GL 5• T.S.. S S0. cY0" EJi. QNTq . ,, SA '' -W e U R , y TR CI HAl f • : • a •.' n 1 i7 n J \ \ � 9p ti • , g fr..si E - E M _ . ` S) . .. . -'G _ S� ...� ; 4., �� •� ' ` � ..� - ^ON Q ° '••, lL • 1.0.96 et/. 4:50.9 t QP 0FES08 \ .1,5)...60" `1, o N Q� PR.l,` y P 'lF' G "•. H j -• y 0 e1 t r. -a• '4.1 a. . 14' � r. , 1 � - 2031 a 1 � _ 7 r / e • . 11 1.1....47 .0 * I ,� 111. < 2¢. J? CND- 3' c ._' y�t7,t8 ,$ �.J� C. C AY ° _Fi Mu.� - tl - .. ' °�°'® ' I it nn l► I 41 I I 1 I I I S1 A -16 M 1U. .314 .COLUMN MOTH + 5 SR 8-36 R Pea 2 a S' ((2 . Y N w . A307 BOLTS a COL MOTH + N' (2) %a M► cOL TYPE �' t 'F' 2 L 0 cO L T 1PE • C� •D • d () 1' S0. a .032' WAWA . 1 50 T • A:8' STEEL d' OR 5' T.S.. J' SO. AL•C ALUMINUM MAGI. B COLUMN OR < ALUMINUM xi • I I - / VIM I ■ I 1 :‘ �E--E� E_E I I ( , 53 A -36 q Ti* • 3W° • COLUMN MON + 5' Sn 6-36 K' . N c t 2 (2 RE00 MN M SPATE WSnE CLR CI C OLMENUS H. A307 BATS . COL NCH + H ( W. WL TwE ' B° t (2) N 0 COL TYPE • C ° �ro • T S SO. • Mr ALUMINUM. r SO • .048 STEEL 4' ALUYNW MAGNUM COMM COLUMN OR 4 xi uLTMMlLY G NON PA11Q I - I 0 ■0 f■0 I ■ ■ I I 1 I — I ! I ea I I N ' I i I I �•{ ¢ r -� ( I 1 I! ! I I I I I ) I I I I 1 I I I J I POSTS - 1 I I I I 1 1I C r I i I I I 1 - - J I I `. I f I i I I I I • _ I I I I I _ ! I I I L - - _ I � I I L 1 BEAM TO _ I I I ! ! I ! I Ii! L J I I 0 7' 1 MAGNUM GUTTER ALUYNUY MAGNUM COLUMN 0R 4' SO. ALUMOAW TO POSTS - NON PATIO A II _ -: O z L 3 — te. i .me• .6.12001 I •..•,. • .• I1 N.rS. 4 I BEAM POSTS - NON PA110 N. T.S My N REVISIONS ° upegt Enel�soQinj Once CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 3 -Tns 1519 ... 4c1/1a, 1.11.11.94 NarM / 010. 101 / • . W9 98001 / 208 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8(n ST. E. SUMNER WA. 98390 SHEET TITLE CONNECTION DETAILS — _ NON —PATIO BEAMS TO POSTS, FASCIA SCROLL COLUMN TO ALL BMS " • `� ` 308 60. 97 D 57 1 1 SHFUT 1dQ CHECKED J.D.B DR ,,, L ,,, T.O. P JUNE 1997 IV • 4H" LAG SCREW EA. RAFTER (2) 160 EA. RAFTER (I) 16 GA c I WOOD SCREM 1 O.c. (1 6' 0.1. 1 40 PSF & 60 PST) / 8 H' 000 1 24 O .C. 1 3' OECK, (1 '2' O 1 4' 00 01) �.N' O.C. 13• GEC( 2- R 1 W IEK 1 Ir O.C. AT 4' GECK NEW OR EXIST. FASCIA BOARD. 2 6 Hi 12 IAN 3N' IAN. 1K 14241000 122,1200 51FF1 BEAM TO COL CONNECTION N.T.S. AIM r W BOLT OVERHANG • 1' I' - B • MAX FOR 20 PSF LIVE 10A0 2' -r MAX FOR 25 PSF 040 LOAD 2' -5 MAX FOR 30 PSF LIVE LOAD 2•-0• MAO FOR 40 PSF LIVE LOAD 1' -6• MAX FOR 60 PSF LIVE LOAD DOSING FAYE BRACE ATTACHMENT N.T.S. Hapegrt EngOneevtlow, CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 a.6 /w, 0141494 Malt / SuH• 101 / AWum. ',ea 06001 / 206 - 633 - 7776 [ 05T NOTCH IN" MAX NEW WWII 1U -24 JOIST HANGER 2/3 • 0" - EXIST. 4000. 1LHEAN 806)6. 3 OR 4' DECK 340 13612 8th ST. E. SUMNER, WA. 98390 SEALANT 004142 RAX PER SLEET (1) 4' BM SPLICE (SEE COMPONENTS) SCREWS PER 1/12 2' 1 2'�- 1 1' 2" SHEET TITLE HANGER PER SHEET 8 DOSING BUILDING HANGER TO E14S11NG WA1) + + ( + + ( + + I + + Now STUD MAID IL' 9 21 LAG 16' 0.2. TO STUDS 86 i 244' AT 40 PSF AND 60 PST) RA MAT MAI1• 44" 8AMSET 1RU801.1 116" 0 C. 249' 00(0924T INTO SC9)0 51802016 L MASONRY (4) BOLTS EACH SAW: K BOLTS 611 20 PSF UVE LOAD I4' BOLTS 1VR ry PSF LIVE LOAD K BOLTS FOR 30 PSF LVE LOAD IV BOLTS FOR 40 PSF LK LOAD 4' I BEAM SPLICE DETAIL 0 99 BETS FOR 60 Pa LIVE LOAD N.LS. (1)7 SPLICE (SEE COIRN15) A JOB TITLE COMMERCIAL & PATIO STRUCTURES CONNECTION DETAILS — WESTERN AWNING COMPANY SPLICES & ATTACHMENT TO BUILDING (1) GUTTER SRXE (00 204(0(615) 2 ER1R0 SCREWS FOR 6' MA(MA1 GU11ER 5" OR 5• YKOl1M W IER MAGMM 000108 5 - 0 %5 (3 NEAR SOE t 2 FUR SIDE. 10 TOTAL) r MAOUM omoo 6- 41SMS(4 NEAR SAE t 2 FAR SIDE. 12 TOTAL) MAGNUM GUf ER SPLICE DETAIL N.T.S. / r / / 4 BETS EACH 100E @& 20 Pa: K' BEETS 25 P5F: K' BETS 30 PST: 64' BETS 40 PST: 6V BE15 60 PST: W BOLTS I OQTMO 17.3118 1 ORAWT4 T.O DAZE JUNE 1997 CHECKED J.D.B. _ RECE).V "-Iir OF 11UI i)LA SHEET NO PERMIT CENTER 4' JOIST SPAN TABLE 1I �� *510°... VAAI ALLOWALCE CANTILEVER 25 PSF 14' -2" 30 PSE 12' -11" 40 PSF 11 -3" 60 PSF 3" JOIST SPAN TABLE LAVE LOAD ALLOWABLE SPAN U10WARE MILNER 25 PSF 11' -0' 30 PSI 10' -0" 40 P56 60 PSF 3.000 1 500 385 50 TYP. Fes-- 1.500 )" SKYLIGHT JOIST 6063 -16 ACTUAL SIZE 4.000 2.500 6 MIL GE INERM00EAR LEXAN L.250 4E = 12' 12' DETAIL "3" Rappeel C ngOneeQ8nj One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 wn! 4040 HO., North / s,H" 101 / Ate,. Wo 09001 / 208 838 L 929 t� 240 Fes--- 1.500 —+{ 4 " SOUGHT JOIST 6063 -T6 ACTUAL SIZE 0.62' SNAP CLOSURE DECKING /8 • 9 TEK 0 12"o.c. CAULK �- .670 �— .484 2112_1111SEE 6063 -05 SCALE 2:1 J08 n0LL COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER, WA. 98390 SHEET TIRE DETAIL "K SCALE 3 - 1' -0" SKYLIGHT SUPPORT JOIST ALLOWABLE SPAN JOB NO NECKED 97057 REVISIONS J.D. DRAYIN A.M. Q4E JUNE 1997 MAGNUM GUTTER FASCIA SHEET NO ac`