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HomeMy WebLinkAboutPermit 5806 - Bonsai Northwest - Green House BUILDIPG PERMIT (POST WITH INSPETION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: (5(6_0(0 It- i5-scl •1r i - 502.S144St FEES DESCRIPTION AMOUNT RCPT 0 DATE BUILDING PERMIT FEE 45 _ on S(LI 1 l I- -15-Scl 10 -24 -89 PLAN CHECK FEE 29.00 086 BUILDING SURCHARGE 4.50 OLIO 1 I (-15-61 ENERGY SURCHARGE OCC. LOAD OTHER: OCC. LOAD SQUARE FEET OCC. LOAD TOTAL - 78.50 1,800 PLAN CHECK #89 -329 PROJECT )NI ORMATION UI R PROJECTNAMETENANT Bonsai Northwest TYPE OF 0 New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ® Other Green House VIU 11 ere :i rr' ASSESSOR ACCOUNT 0 2,400.00 DESCRIBE WORK TO BE DONE: 30' X 60' aluminum framed poly house with wood framed ends, covered with double wall inflated 6 mil poly. PROPERTY OWNER Mike & Sharon Muth PHONE 631 -1318 ADDRESS 16651 S.E. 235th Street, Kent, WA ZIP 98042 CONTRACTOR Mike Muth PHONE 631 -1318 ADDRESS 16651 S.E. 235th Street, Kent, WA ZIP 98042 WA. ST. CONTRACTOR'S LICENSE # NSA EXP. DATE ARCHITECT N/A PHONE ADDRESS ZIP USE / M -1 / CODE COP.II'LIANCE / / / CONDITIONS (other than those noted on or attached to permit/plans): FLOOR W , SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SOUAFE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL Ogg. LOAD 1,800 0 TOTAL TYPE OF CONSTRUCTION: v-N UBC EDITION (year) 88 SETBACKS: N _ S - E - UTILITY PERMITS REQUIRED ?O Yes a N o W - (through public Works) FIRE PROTECTION: Sprinklers 0 Detectors N/A ZONING: R -1 BAR /LAND USE CONDITIONSoyes iliNo CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR ISSUANCE BY: 'e,02-11 BUILDING DATE: j NC/ OFFICIAL I hereby certify that I have read and ex-�'" ed this permit and know the same to be uue ano correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE �I �!4 DATE: /Vc1✓ PRINT NAME: OZ//49 _Al COMPANY: E'r J 1) /07'T )/J 17 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. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO, 0 BUILDINCa PERNiIT- (POST WITH INSF:,4.:TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: J �C� L L� SI R FEES DESCRIPTION A O NT RCPT # DATE BUILDING PERMIT FEE 4; - no 29.00 '(Cs 1 3(Fli i 1 -• 1 10 -24 -8 11•- I --4al PLAN CHECK FEE BUILDING SURCHARGE ,3086 4.50 ENERGY SURCHARGE ADDRESS ZIP OCC. LQA-_Q_ OTHER: OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL - 78.50 PLAN CHECK #89 -329 5..().2,1_5_14.4 St PROJECTNAME/TENANT Bonsai Northwest 'TYPE OF -0 New Building Addition 0-Ten-ant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residentiall a) Other: Green House DESCRIBE WORK TO BE DONE: 30' X 60' aluminum framed poly house with wood framed ends, covered with double wall inflated 6 mil poly. SUITE M VALU O -CONS -UC ASSESSOR ACCOUNT # 2,4D1 00 PROPERTY OWNER Mike & Sharon Muth PHONE 631 -1318 ADDRESS 16651 S.E. 235th Street, Kent, WA Z!P 98042 CONTRACTOR Mike Muth PHONE 631 -1318 [ZI P 98042 ADDRESS 16651 S.E. 235th Street, Kent, WA EXP. DATE WA. ST. CONTRACTOR'S LICENSE # N/A ARCHITECT N/A PHONE ADDRESS ZIP USE ' ' / M -1 / CODE GOMpLIAN.CE ' 1 / x - / ti ,. ,FLOOR 4 SQUARE 1,800 OCC. • • • 0 SQUARE OCC. _._._p JOUA.RE OCC. SQUARE OA' _ OCC. LQA-_Q_ SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD -4 TOTAL - - J TYPE OF CONSTRUCTION: y_N UBC EDITION (year) 88 SETBACKS: N _ S _ E _ W — UTILITY PERMITS REClUIRED? (tnroug� DYes No Public WormL I FIRE PROTECTION: t OSprinklers (] Detectors ��S' N/A i ZONING: BAR /LAND USE CONDITIONS R -1 Eyes BNo - ,•,_._ !CONDITIONS (other than those noted on or attached to permit/plans): APPHOVED FOR / / (1 / /%/ , BUILDING DATE: ISSUANCE BY: /���1 .2 ?�> /'r/��;`��, j OFFICIAL 1 �j /`6(1 I hereby certify that I have read and exam this permit and know the same to be two anu correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. " � i �, �`i r l SIGNATUREe =',— ..,-/ • „=- r;' DATE: /-2',./. /�' ' ) 6 , PRINT NAME: (. ">. / /76/e, /��' C/ 7,4/ COMPANY: >)��J� �% ) 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. CERTIFICATE OF OCCUPANCY NO. NI A DATE ISSUED: lidiitiatAkttG'`Vpia '3iifil"*Y.:r"'ItkIVI^HT.c?'k •±Kr+?:ta", wrrS+irz,•0,,1c•tr.usexv:rrw s.1.,.Y.w, .v:r, ....,...- ,...,y,»., CITY OF TUKWILA Building Division 6200 Southcenttr Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspecti Site Address Requestor Special Instructions • ..0mou!r»r.etF +,set: ?zxtiW1,u .t=ralh: •.UtF.98ii!"ii':S% ii- vic,Mu,`4%,J• 1i;l As:LiAV;.=!TdA7' INSPECTION RECORD d PERMIT # tJ"S Date Wanted (a" 1 — `69 a.m. Project ?Ort50.'\ NerkVtw Phone # &L[ - `sc Li oY Inspection Results /Comments: r �1 Inspector ArbV4 41441;;? Date D./ 4/9 City f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor Plan Check N89 -329: Bonsai Northwest 5021 S 144 St THE FOLLOWING COMMENTS APPLY TO AND B COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__y�' Q Q__. 1. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 2. Validity of Permit. The issuance or granting of this permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other regulation or ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. BUILD!(IG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place CITY OF TUKWILA 7epartment of Community Development - Building Division 3200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 54Sa^ PERMIT NO. VJ DATE ISSUED: 1 (— 1 5 -M SITE ADDRESS: SUITE NO.: PROJECT: 5021 S 144 St Bonsai Northwest CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 x 17 BUILDING FINAL 433 -1849 INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. I. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. '5. ROOF SHEATHING NAILING - Prior to cover. 3. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 3. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical -- Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04/20:00 PLAN CHECK NUMBER g3t1- 21 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing , 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing . • 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL TiIE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ONo changes will be made to plans unless approved by Architect and Tukwila Building Department. OPlumbing permit be obtained through King County Ilealth Department and plumbing will be inspected by that agency (including all gas piping). OElectrical workSW t.Lbe inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. OAll mechanical work to be under separate permit. 0 All permits ;{4rj,be posted at job site prior to start of any v construction. OWhen Special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. OAll structural concrete to be special inspected. (Sec. 306, UBC) i') All structural welding to be done by W.A.B.O. certified welder and v special inspected. (Sec. 306, UBC) OAll high - strength bolting to be special inspected. (Sec. 306, UBC). OAny new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. Partition was attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15 Readily accessible access to roof mounted equipmentVrequired. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. OAny exposed insulation backing material to have Flame Spread Rating of 25 or less. OSubgrada preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. OStatement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). X. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code , oeroy o _(-i-C{af j. a O All food preparation establishments must have King County Health Department Sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a Set of plans approved by that agency on the job* site. Validity of Permit. The issuance or granting of a permit or approval of plans. specifications and computations shall not be construed to be a permit for, or an approval cif, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Ni d permit presuming to give authority to violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 89 -329 Gary L. VanDusen, Mayor November 14, 1989 Re: Bonsai Northwest - 5021 South 144th Street, Seattle, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire extinguisher with a minimum classification of 2A, 20 B:C shall be provided and so located that it will be not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 79.908) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ADDRESS 5 (44 ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin Code, 19525Edition. nrcupANcy. aRnup LI PLAN CHECK NUMBER TYPE OF CONSTRUCTION \As4 LOCATION ON PROPERTY 'It-S2P2COOlit C1K HUGHT/NO nf SIORIESL FLOOR AREA OCCUPANT LOAD bt ‹;Vrre-.-14L. IINGREQUIREMERIS C:X74.0111) _45; 7.EA11) t',..40A4E5 T )E5sD1 Os K. -j 1111 LIl Li !Ti DETAILED REQUIREMENTS: nCrIIPANCY TYPF OF COILSTRUCTION_ $s4. ENGRG. REGS. & REQMTS. _CBAP.11-11-5L--10 17) pF6 .oechAcriv-D 6tt Wi 11—(p ftmttici cotsmitygoo AeRtax..va(Z41--Da4 Li] (I:AG E I Ael BUILDIN` PERMIT APPLICAION TRACKING PLAN CHECK NUMBER PROJECT NAME h M orth w-e -fi BUILDING - initial review SITE ADDRESS I 1_(p — C°+8U::::::: �ROUTED) /1-� y_6� batsnt - fiats ro ved SUITE NO. FIRE PROTECTION: [ ] Sprinklers [ ] Detectors [ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOA[) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. MIPAiiiTIitMlI3't''$:; .................... r........... % ............................. .:.. .. ... ....:.:... :!!,: r4; •.; y:.v. .....:.. n. ... ... {: r:....•..:.: ... x. r.:...... .i. r /:• is .w:: {•:n..i.:•:i:Y• ..i:.. $:4:••$�:}i�;::G:: {$::: ::•:::::: $ >;:;! +:::::::$:: BUILDING - initial review ler a4 s I 1_(p — C°+8U::::::: �ROUTED) /1-� y_6� batsnt - fiats ro ved DATE NOTIFIED FIRE PROTECTION: [ ] Sprinklers [ ] Detectors [ 1 5Vq I ._ FIRE _ (I I3 �q }N/A FIRE DEPT. LETTER DATED: / i ,. / Li- s) INSPECTOR: ,c" .S/z- INIT: _ 'L PLRNNI G I 1 -f0 °81 P • . —REFERENCE INIT: �� w � � • •• •.` ' _ - . :' -'��� 1 CON ION Yea No FL NOS.: MINIMUM SETBACKS: N- S- E- W O PUBLIC WORKS U.._- '- '._. -T! -t. es No PUBLIC WORKS LETTER DATED: INIT: O OTHER TYPE OF ��: UBC EDITION (year): INIT: I I - l— WIIILDING - VAI / 98 INI REVIEW COMPLETED PERMIT NO. - CONTACTED 5h ore n 1Y1 vt v DATE READY DATE NOTIFIED 1 1 1 1 5Vq I ._ (init.) -mac PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING L CI ` 5o 3RD NOTIFICATION BY: (init.) 031X1 BUILDII . a PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) ..�.......,....,..�.,.o. ✓VM.VIMIV .............,. ........- (206) 433 -1849 DESCRIPTION AMOUNT ::. RCPT # DATE BUILDING. PERMIT. FEE L45...0 IREIIIIIMMICEMII PLAN CHECK: FEE :1 10-•&44-'V9, BUILDING BUILDING SURCHARGE 41.50. APPLICA TION MUST E1E FILLED OUT COI11PLE TEL Y ENERGY SURCHARGE OTHER:::: :;. •.TOTAL • °'1%. SITE ADDRESS 4 SUITE # ,5-0 9, I S, /'/ LI sit. VALUE OF CONSTRUCTION - $ 4 4400. 0 0 PROJECT NAME/TENANT BO.NS /4-I /1) 0 7 -14 WFS- 7- -OLy- rtOUS ASSESSOR ACCOUNT # /Hop loo -QS3 - 06z./43 -PoA TYPE OF Li- New Building U Addition U Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ( Other (ret r, r v54?-- DESCRIBE WORK TO BE DONE: 3 U ' x &o ' i4Lu r - i , ry a e h Frz A m a b POLY HO us w i� /4 W O O S 1 veiVA rn LD r::::"/ b S 1 t..0 y r ►e. e b w rt-14 d vu 13L Ca W A L-L 1 N P- 47-� p y BUILDING USE (office, warehouse, etc.) WIitn -fir- Pror _erion) 0'- /VPi2,S J -1 S OCK c 130NSA -1 NATURE OF BUSINESS: a J NS A l ji U r S EK, WILL THERE BE A CHANGE IN USE? U No L'Yes IF YES, EXPLAIN: STo/2A C-F 0 /= , R.',' /z' sro ctc "- r3dnls 4 f SQUARE FOOTAGE - Building: 30 x 6,0 / Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? fa No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER /,,l I M F SH A 120N Y�'1 U - l-i. PHONE 63/.../3/8 ADDRESS /olisi 56. a3s- b.- KFNf. IAj,4 q ZIP gdoSILL "CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP :f:HER Y:::CERTti~Y T = :I H .. I�A'T . �IAYE::READ : T .AD CORRC U` HCF1t M:11`tEIx. THIS::: ;AI�11�Kt G . : IY EiM • . >..:<<° +�qYV <THE:SAME��TOBIr > >'':> :>;;<:::::> ,,.:.:..:: s<:.>::::: > :<» .::. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE r DATE /0 J/ q // P PRINT NAME S /-(A 12o,v ill U T l� PHONE 631.../3/9 ADDRESS CITY /ZIP Nf-- r80 j(1. i6loS./ S . CONTACT PERSON To I-I N 1ti U T PHONE a ot _6370) )( APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Departrnent of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED ID- al -1 -S9 DATE APPLICATION EXPIRES 03/30/89 COMMERCIAL • • 3MITTAL CHECK-1ST NEW COmmolcuLauipiNgerA. • •••• • •';'• ' ' ' -:•:. '''' • COntOletstd tittitclintt parrttit:00011CatiOlunifot ASiessoi .• Two Sets (2) of the. . ' Structural calculations stainpod.by:attyashirigton State Ilcensed Soh ropon'staniped by *WashlrigtOrt.Stata'.11Consaci..Oneineer:..i:::::. 4 +14 .-'). ii-7- ‘EQC. PT6 :. , 1 I / ,/ 4 . _Fr 4 1 'r rueig-1 pat) Perzt i 4./ G.' AAJAA'N 1? FT 6 " .4r 0 0-r f-4 1.4 " Pap 6.: c.x-c.-tmJ0 us CITY OF TUKWILA APPROVED NOV 98;1 r fittr 11 nI nIvIsioN Bt •b/4-pd.ocz 7200 . 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L!_ - OL _.6 8 L 9 S 7 E Z L ww O tHdll1111111 1111!itill1iii1111111I1111i!I1 11 11;I! 11111111 1.II111II1111h1Jdd111l11111 11111111111111111111111111111 1 I I I111111111I 1 I I��L����I I III IIIILI IiIIII IIJlllllI1lfIl I .11llli1iili111 iiiilii11 BONSAI NORTHWEST 5021 S. 144th STREET SEATTLE, WA 88I88 (20W 2424244 7' Do vs ax L% PcGmthn() (c)u re.( W r -- ?old • 5 a— V PERMIT CENTER ICI I1! !1I Ijl ICI I I III 1 1 1! 1 1 1 111 I I I I I I I 1 1 1 1 1 l III III II! III 1!I 111 I I I i I I 1 111 I I I I I I i I h I 1 1 111111111 1111111 111 111'111 I I III 11 111 i .,.11 � I � I I I�� li�il��i���ili�ilil�li I I I( I I►I�I�I�,�1►I�I�I���III I l l, {iliiiii�ilil O1E TVI!. IN('M .V 2 3 0 E hc: -y Le 9c SZ �iZ EZ Ii i! IIIr1I■I11111i11111i1 1111I1I11111i1 IJIII11111i!Hh111 11111W1WlIII111 �E 5 6 7 8 NOT If the rnicrcfilnned document is Is clear th n this G 9 10 11 MADE 1,4 GERMANY 12 1 f notice, it is cue to the quality ct the cripinel cocurrent. zZ lc• o (-A St Lt 9l GL sit Ct Zl CL— cm ,--..6 8 111111111 1111111111111111111 1111IIi111111111111111l 1111 1111111111llflllllllllllllllll !llllill!!i!Mill!! 1111111111111111111 1111IIIIII S , 1111111I)III1111111h111111111111111111 E Z i W" (� 111111111 111111111111111111111 2B ARCH TO GROUND CONNECTION TO FOOTING /!a R DE inn0 ARCH TO GROUND' ARCH SPLICE & PURLIN CONNECTION '" 1 7/8' DIA. TUBING ARCHES 6' ON CENTER (4' ON CENTER OPTIONAL) SPLICED AT PEAK. ~ TUBING IS AMERICAN MADE 55,000 YEILD- 58.000 PSI TENSIL GALVANIZED INSIDE & OUT GRADE RAISED HOUSE RAISED STYLE CONNECTION TO FOOTING CENTER TO CENTER 30' TYPICAL FOOTING 12" DIAMETER X 35' DEEP STUBS TO BE EMBEDED 19' MINIMUM TYPICAL CROSS SECTION a ARCH #14 TEK SCREW TO ARCH r --ARCH SPLICE 1.5/8 "x12" TUBE OR ARCH SPLICE WITH 2) 5/16° BOLTS TO ARCH -ARCH HALF PURLIN CLIP PURLIN ARCH HALF X 143" LONG 1' 1 ARCH SPLICE & PURLIN CONNECTION SCALE 1/4 " =1" 2x RIM BOARD 5/16" X 4 1/2" BOLT ARCH STUB 2 3/8" DIA. TUBING ARCH -'" 1 7/8" ARCH FITS INSIDE STUB AS SHOWN-- 9' ABOVE GRADE - FOOTING ARCH TO GROUND STUB CONNECTION SCALE 'VB "= I" • IT11111111111111111111 ' 0 16 INS INC. 5/16" X 3" BOLT STUB 2 3/8" DIA. TUBING 0 12' BAY SPACING LENGTH TO SUIT (MINIMUM LENGTH 48') ARCH SPACING 6' . 6' — ROOF PURLINS TYPICAL ROOF PLAN 1 /8" AIRCRAFT CABLE BRACES FROM CORNER STUB TO ARCH AT PURLIN (4 PER HOUSE) SCALE. 1/16" =1 FOOT 2x RIM BOARD ATTACH TO STUB WITH PIPE STRAP GIRT MATERIAL —' CROSS SECTION 4 1/4' 1 1/2" VERTICAL SPACING 4'6° MAX. RAISED HOUSE 10 GIRTS PER GABLE END ENDWALL COLUMNS 2 3/8" DIA. TUBING . SFACED 10' ON CENTER 7717ierr rerrer/I!I/%I //frrirlV / /III/ . niillAnnn --- 2x RIM BOARD L -5/161' X 4 1/2" BOLT - FOOTING RAISED ARCH TO STUB CONNECTION SC.AL.E. %8"„t" II1'I11 111111111111111111111' 11111111111 111111111111111111111111111111 2 3 4 5 "r tit tiv^" " a.._,� '? r.�,.:YMI`.i` . ,,:� �! r:•`, r h" kr-G' RECEIVED CITY OF TUKWILA OCT 2 4 1989 PERMIT CENTER ARCH TO GROUND HOUSE 7 GIRTS PER END "—FOOT NG 12" X 36" 10' �YPTCAL�aABLE FRAMI�{,!^z - �,t3PTT�t�(�� ) THERMOLATOR 30 NON CODE GREENHOUSE DATE 8/88 REVXEILCD BY ALP SPECIFICATIONS 8 DETAILS • MF8 EY AGRA TECH, INC. PrTTSBU 8, CA 84565 (415) 432 -3399 FILENAME PAGE TO-HS-3P 1'11111'11 1111 11 11 11 11 11 11 11 11 11 11pI1 111111111��!��'111111II11111111 1111 11.11111111111111111111111111 7 Q 9 16 11 MADE PJGEPMAtJY 12 ► NOT -E: If the microfilmed document is Less clear than this notice, it is cue to the quality Of the oririnel document. I_G LG 9G SZ h- CZ , ZL LGM o� (il 8L LL 9L Qt +7L CL ZL._.__LL�--`01- 6 8 • L 9 S WIIIIIII lHHI MnI!�I1{il�ill�l!I1li�lll�l i1l1IIIII�ilrlili�{ �IIIIIn1{ �IIIhIIIIIIIIIMiln11iI111 {illllnli{11111)itIIIII 1111114111{ Illl I111I{ II1 a1111i{II1111H�{IIIIIIIIIIii(1 11114 {111111tH {Ilnh1►�{IUllili11 ij I , IM H POINT THERMOLATOR FRAME ENDWALL COLUMN X (GABLE OPTION ONLY) ( RAISED ) ENDVIEW 30' CENTER — CENTER STUB — ENDVIEW (AS VIEWED FROM ENDWALL OR GABLE OF HOUSE 11 ( GROUND TO GROUND ) POINT(D SIDEWALL LINE FOR ENDWALL COLUMNS • • v, POINTLA) •” 10 ENDWALL LINE STUBS 4' ON CENTER LENGTH TO SUIT. STUBS 6' ON CENTER LENGTH TO SUIT. POINT°D LAYOUT FOR AUGER 1) GENERAL INFORMATION A. GRADE CONSTRUCTION SITE GRADE SHOULD BE SET AT LEVEL OR ON A SLIGHT SLOPE TO ENHANCE DRAINAGE. IN GENERAL. A SLOPE OF 1 /2Z. 6° IN 100'. IS SUFFICIENT. B. SAMPLE DIAGRAM IS OF ONE HOUSES 48' LONG. STUB ON CENTER MEASUREMENTS DO NOT VARY DUE TO THE LENGTH OF THE HOUSE. C. TO MAKE FLAG MARKERS USING BRIGHT COLORED SURVEYOR'S TAPE, CUT APPROX. 4° LENGTHS, FOLD. AND PUNCH A NAIL THROUGH THE CENTER. PUSH NAIL WITH FLAG INTO GROUND AT CENTER POINT OF DESIRED AUGER HOLE LOCATIONS. II. LAYOUT PROCEDURE A. ESTABLISH INITIAL SIDEWALL LINE A®TO REFER TO SAMPL DIAGRAM FOR POINTS ® © (C) D® 1) FIND & MARK POINTS(A)&(0 2) SET UP TRANSIT OVER POINT ® USING TRANSIT TO KEEP LINE STRAIGHT. MARK FOR AUGER HOLE POINTS BETWEEN AT 6' OR 4' ON CENTER. B. ESTABLISH ENDWALL LINE (D C� 1) MARK POINT ® 90 DEGREES FROM SIDEWALL LINE. 2) USE SQUARING TRIANGLE TO CHECK SQUARE: MEASURE 30 FT DOWN ENDWALL LINE & 40 FT DOWN SICEWALL LINE. HYPOTENUSE OF THE TRIANGLE WILL EQUAL S0 FT IF LAYOUT IS SQUARE. 3) MARK FOR AUGER POINTS BETWEEN A® &(D C. COMPLETE LAYOUT 1) FIND ®BY SIMULTANEOUSLY MEASURING OUT FROM ®& MARK POINT ® 2) MARK AUGER HOLE POINTS FOR ENDWALL COLUMNS BETWEEN & OD — EE 3) MARK 'AUGER HOLE POINTS BETWEEN (C) & S RE (D )6 ' OR O4 A ON CENTER NOTE BELOW.) . III. AUGER HOLE DIMENSIONS FOR FOOTINGS FOR ALL STUBS AND ENDWALL. COLUMNS, .AUGER HOLE DIMENSIONS ARE AS FOLLOWS: 12 INCH DIAMETER BY 36 INCH DEEP. X NOTE: ENDWALL BY OTHERS (NO ENDWALL PACKAGE PURCHASED WITH HOUSE). NO ENDWALL COLUMNS WILL BE SENT FROM FACTORY. AUGER HOLE POINT SPECIFICATIONS TO BE BY OTHERS. PECEIV D CITY ©F T(WWILA OCT 2 4 1989 PERMIT CENTER SCALE 1/8" = 1' THERMOLATOR 30 NON CODE GREENHOUSE DATE 2/89 REVISED LAYOUT FOR AUGER }1F8 BY AGRA TECH, INC. PITTSBURG.CA 94565 (115) 132 -3399 FILENAME". PAGE TS -P1 1 1 � � yy t m -: - .4 - "Mi 11111111111111, III11111II1111 1, 1, I1i111111111111II1II11III1III1II111I ICI 1111111111111111WIIIIII.11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1G T,1,•. INC,. � 2 3 /F 5 6 7 8 Q 1() 11 MADE IN ,ERM4N: 1 40 r NOT-E: If the microfilmed document is less / clear then this I' T notice, it is c.ue to the quality or the oricinei cocum,ent, i 0E: t,C t3 Li: 9G SZ +7Z £< ZZ LZ Q% 6L 9r LL 9L St. +7L EL ZL LL 01, 6 8 L 9 S +7 E Z L ww U 11iiili1H IHIITIH iil!li11ih!i!IIIII HHIIiiiIl I!lh 11111111011111111 11111111111nlli��Ii11111i,i 11111�i11�1 1111 111 11I111�IH1111111111111111i11111nil 11111111111 1111111 1111l�!l111111111111 11 i 1111 ► 1111111111111111111 Iii { . i� 1 1 1 li.i u11111�111111ii��1111111)i 111111111 ,iii1111.1i,i. 11111i1111i11111 I. INSTALL FOUNDATION STAKES USE STEEL FOUNDATION STAKES IF AVAILABLE. IF NOT AVAILABLE, 2" X 2" WOOD STAKES WITH POINTED ENDS WILL SUFFICE. STAKES SHOULD BE 3' TO 4' LONG. POUND'STAKES INTO GROUND IN PAIRS TO ACCEPT BATTERBOARDS. SEE FIG. 1. SEE "SAMPLE DIAGRAM" FOR PLACEMENT OF STAKES. II. ELEVATIONS A. SEE "SAMPLE HOUSE LAYOUT" FOR REFERENCE POINTS (A) (B) (C) (0). (THE FOLLOWING INSTRUCTIONS ARE RECOMMENDED FOR USE ON WELL GRADED LAND ONLY) B. MARK ONE STAKE AT POINT (A) 9" ABOVE GRADE. TRANSFER THIS MARK TO THE OTHER THREE STAKES WITH A LEVEL. • C. REPEAT B AT ALL STAKES. D. INSTALL BATTERBOARDS. TOP OF BOARD IS TO BE FLUSH'94ITH THE ELEVATION MARKS ON THE STAKES. (STRING LINES WILL BE DRAWN OVER AND ATTACHED TO THE BATTERBOARDS.) III. MARK BATTERBOARDS FOR STRING LINES / PULL STRING LINES A. ESTABLISH INITIAL SIDEWALL LINE(A — B ) (SEE FIG. 2) 1) SIDEWALL STRING SHOULD BE OFF —SET FROM CENTER LINE FOR AUGER HOLES BY 1/2 THE DIAMETER OF THE STUB SO THAT THE STUB ITSELF WILL END UP IN THE CENTER OF THE AUGER HOLE. USE NAILS DRIVEN INTO THE TOPS OF THE BATTERBOARDS AT (A) AND (B) TO SECURE THE STRINGS. PULL STRINGS AS TIGHT AS POSSIBLE WITHOUT BREAKING FOR A MORE ACCURATE LAYOUT. B. ESTABLISH INITIAL ENDWALL LINE (A — C) 1) PULL ENDWALL STRING LINE OFF —SET TO THE OUTSIDE OF THE HOUSE. C. CHECK SQUARE 1) USE 30/40/50 SQUARING TRIANGLE AS PER "LAYOUT FOR AUGER ". D. ESTABLISH (C — 0) SIDEWALL. 1) MEASURE 30' 2 3/8" FROM (AB) STRING TO PLACE (CD) STRING. PULL STRING. (SEE "SAMPLE HOUSE LAYOUT ") E. ESTABLISH (B — 0) ENDWALL 1) MEASURE FROM (AC) STRING THE NOMINAL LENGTH OF THE GREENHOUSE+ 2 3/8 ". ENDWALL STRINGS WILL BOTH BE TO THE OUTSIDE OF THE HOUSE. PULL STRING. IV. MARK STRINGS FOR STUB PLACEMENT A. ESTABLISH CORNER AT (A) (SEE FIG. 3) 1) MEASURE ANO MARK STRINGS 1 3/16" OUT FROM STRING CROSSING FOR COLUMN 1 3/16" CENTER MARK (THE POINTS AT WHICH THE STUB WILL COME IN CONTACT TO THE STRINGS). THESE MARKS WILL BE THE FOUNDATION FOR ALL STUB ON CENTER PLACEMENT MARKS. 2) MEASURE FOR CORNER STUB AT (C). MEASURE OUT FROM STUB CENTER MARK e A 30 FEET TO (C). THIS MARK SHOULD BE 1 3/16" AWAY FROM THE STRING CROSSING AT (C). B. MARK SIDEWALL AND ENDWALL STRINGS FOR ON CENTER PLACEMENT OF STUBS. REMEMBER TO MEASURE FROM THE STUB ON CENTER MARKS, NOT THE STRING CROSSING. C. AT INTERMEDIATE BATTERBOARDS, PREVENT LATERAL MOVEMENT OF STRING BY CROSSING TWO SMALL NAILS OVER STRING. V. MARK STUBS FOR ELEVATIONS A. ESTABLISH AVERAGE STRING HEIGHT FROM GRADE.(SEE FIG. 4) 1) SUBTRACT (A) FROM THE NOMINAL HEIGHT OF THE STUBS (42" STANDARD NOMINAL) =CB) 2) MEASURE (B) DOWN FROM TOP OF ALL STUBS. MARK THE SIDE OF THE STUBS THAT WILL COME IN CONTACT WITH THE STRING LINES. (PARALLEL WITH THE TOP HOLE) VI. SET STUBS IN CONCRETE A. ENDWALL COLUMNS WILL BE SET 153" ABOVE GRADE. (I I t" ABo \E. STUB N i B. CHECK EACH AUGER HOLE TO ASSURE THAT IT HAS BEEN CORRECTLY DRILLED. C. STAB STUBS INTO CONCRETE. PLUMB STUB TO STRING, LEVEL. AND ALIGN SO THAT KINKED PORTION OF STUB FACES IN TOWARD CENTER OF HOUSE. (SEE FIG. 4 — STUB SET IN CONCRETE) D. TRENCH CONCRETE AROUND PERIMETER OF HOUSE BEFORE CONCRETE SETS FON THE WOOD RUNNER (BY OTHERS) THAT WILL BE BURIED 2" INTO GROUND TO SEAL ROOF GLAZING AT SIDEWALL. TRENCH SHOULD BE 3" WIDE X 3" DEEP. USE CAUTION TO NOT DISTURB STUBS. FIG. 1 STAKE AND BATTERBOARD SETUP TAKE LEVATION MARK TRING 9" FIG. 2 NAIL ATTERBOARD _GRADE ---- -CENTER OF ' AUGER '_HOLE FIG. 3 CORNER e 1 3/16" TRING e ENDWALL 'STRING e SIDEWALL STUB SET IN CONCRETE AS FIG. 4 VIEWED FROM ENDWALL AT (8) 42" ( A ) z H w STRING TO STRING - HOUSE LENGTH + 2 3/6" SAMPLE HOUSE LAYOUT — TOP VIEW qa-f, • HOUSE LENGTH EXACTLY STUBS CENTER TO CENTER STUB LOCATIONS STRING LINES • TAKE & BATTERBOARD • SETUPS (SEE FIG. 1) MAXIMUM SPACING BETWEEN BATTERBOARDS SHOULD BE APPROX. 30' 1 4' 4' 4' 10' 10' 10' ENDWALL COLUMN SPACING STUB TO STUB 30' ON CENTER STRING TO STRING 30'+ 2 3/8" ENDWALL LINE (TO INSIDE HOUSE) aleima °--- STRING LINE (B) RECEIVED GRADLi!:9 FTOKVN1LA ///i;'//i2 .00T 2 4 989 TRENCH FOOTIN FOR BASEBOARD RUNNER FOOTING PERMIT CENTER THERMOLATOR 30 NON-CODE GREENHOUSE DATE REVISED 4/89 SET STUBS (RAISED) DT LW r .yam. tf .yz yylr e: r3 hFs a AGRA TECH, INC. PITTS8URG.CA 94555 0415) 432 -3399 PYLENAML' PAGE TOR —SET 2 o. ✓c t a ?' te. ^+yr ;a „. r...r ,✓'> -.Y may,_ _. .. r'.. .. t. <. -. _,... v......�.. ... .r...,,.,, _.. ..... .�.. ,, .. .;+' fr. . ,. .. - ^; Y� ;Y. 7 .��. ,.,... a {a vim; liiiiiiili'!llyiii'ii1' piti viii Diiwi wli lipli pl ip l! Ii lIII�III +i11+III�IiwpfiIi►ililil iyiiliiiliiiliill iiiiiwliiiiwil lipH illipliiiiiiiii��i tiwimi�;.!iiiiIiiiIIIIIII 40 0 ,G DM . rNCr. 2 _ /F _ _ r� _ 7 8 9 10 11 12 MADE IN GERHawr �__ N3T : -If the -micrcfi!med document is Tess clear then this L..... notic€, • it • is cue to th €, quality • cr the cr,rinei cocument. j i.G- _---0- . __-.__ --- ----_ _ __ ..__ _.- _._... >_. >__. - -_ _ .. ___- ___ ---_- �� 6C f�G GZ SG SZ +�Z EL ZZ LG QG fil 8L GL 9L 5l *�t £l Zt it 0� —6------; L 9 a +i C Z L r',�+ U j j ff !! J.i lii��!!�I�I(iIi iL,IiiII!I!I!! III!!! iII!Ilililll��!liI!IIIIILI�JIIL !Mir IIIIIIII!Ili!11►!!!I!!IH !!Iiillilllllll III!! I ! {il!!Illi!II�!IiI!!!I!I!il!!!! n!il!!!!I!!iill!!!I!!n�nn !!!!I! !!I� i 1 II iI I'I�� Milli! n� r I ill 11 l !!!I!J! IIII,I! I .�III.I,i��Li!r, iii! i!iIII!!II!!iihii!�i!idiii!! I!hjid 1 ARCH SPLICE PURLIN CLIP ARCH TO STUB CONNECTION ARCH TO GROUND HOUSE ARCH TO STUB CONNECTION• --'� RAISED HOUSE CROSS SECTION I RAISED OR GROUND HOUSE GENERAL PROCEDURE 1) PRE — ASSEMBLE ARCH HALVES WITH ARCH SPLICE (SEE 1) 2) PRE — ASSEMBLE PURLIN CLIPS TO ARCHES (SEE 2) 3) LIFT GABLE ARCH IN PLACE & TIE TO GABLE ENDWALL COLUMNS IF GABLE OPTION WAS PURCHASED. IF NO GABLE OPTION USE ROPES TO ANCHOR ARCHES IN PLACE. (SEE PAGE 7 FOR GABLE OPTION) 4) LIFT SUBSEQUENT ARCHES ADJOINING EACH TO EXISTING ARCH /ES WITH PURLINS AS IT IS INSTALLED. (PURLIN BOLTS ARE TO BE LEFT FINGERTIGHT ONLY UNTIL HOUSE HAS BEEN SQUARED. SEE 6.) 5) SQUARE FRAME & INSTALL BRACING (SEE 5) 6) FRAME GABLE END IF APPLICABLE 7) TIGHTEN PURLIN BOLTS & REMOVE SQUARING ROPES ARCH SPLICE CONNECTION 5/16° X 2 1/4° BOLT ARCH HALF , —ARCH SPLICE 1.5 /S °x12° TUBE 5 /16° X 2 1/4° BOLT ARCH HALF PILOT HOLE FOR PURLIN CLIP MUST FACE DOWN FOR POLY ROOFS 1 PURLINS ARCHES PURLIN CLIPS 12' ON CENTER LJRDOF CABLE BRACE t--- ® PURLINS SIDE VIEW PRE— ASSEMBLE PURLIN CLIPS TO ARCH PURLIN CLIPS — 4 1/4° LONG ANGLES BEFORE INSTALLING ARCHES. TEK SCREW 3 PURLIN CLIPS TO THE END ARCHES & THEN TO EVERY OTHER ARCH. PURLIN CLIPS ARE ONLY USED TO SPLICE THE 12` PURLIN SECTIONS TOGETHER. PURLINS MILL ATTACH DIRECTLY TO THE MID ARCHES (SEE 4 NEXT PAGE) PURLIN CLIP GABLE ARCH #14 S.T. TEK SCREW SEE CROSS SECTION AT LEFT #14 S.T. TEK SCREW INTO PILOT HOLE IN ARCH OR ARCH SPLICE (INSIDE HOUSE) CLIP IS FLUSH`' WITH OUTSIDE I I OF GABLE ARCH #14 S.T. TEK SCREW PURLIN CLIVGEIVED ORY OF T WSLA OCT 2 4 1989 PERMIT COR • PURLIN CLIP NOTE: FACE CLIPS AS SHOWN SO THAT PURLINS WILL FACE PEAK. PEAK CLIP MAY FACE ANYWAY AS LONG AS ALL PEAK CLIPS FACE THE SAME DIRECTION. THERMOLATOR 30 NON CODE GREENHOUSE DAT 8/89 BY ALE" ASSEMBLE FRAME FOR POLY ROOF ?F9 8T AGRA TECH. INC. irx4rmiwE PA04 PITTSSURG. CA 94.585 C413) 432 -3393 i 9'" 3 Y .. v .. ._r _:... , . s.� .a..if:. _.._.. 'r :.x , Sr e , v ... L ,...•r.. . .., .6 :.. ,_ _.e. .. :,..r. >, , > -. .. F ...... _ _ i 7L^ .*r W. n.'t � .e r �L !I! !(!1�I!I!j!I!j!I!j!1!jItIIII!j! III! Ilj !I!lIIIiiIIIII(Illljllljllfjl Ijllljllljllljllljl! Ij111lllljllljllijllljl! fj111jllljllljl !Ijllljl!Ijllfjllljlll 5 6 7 8 9 10 NOT 1:: If the micrcfiimed document is Tess clear than this ()E, 6e fiG Le.. 9e 5Z 4Z I i I II I I I, i I 5111111 ii.ilil. 1155115! �i��i !illi�f.!Ili,,!Illil�Ill�ll notice; it is cue to thf quality cr the cririnel document. £Z ,ZZ 16* UG bt St LL 9L St *7L £L ZL LL of 6 9 • L Ilil !fllllill. 1111111.1111141111411 il, IflIfIIIIlIIflllllflllif !I!IIIIMlf0II1IIIIIt 1!IIII!I111161!1H1 1111lllffll !Ililt!Illlllllllll ll!41hM 47 111111111111111111 0111111111 ARCH TO STUB CONNECTION ARCH TO GROUND HOUSE BASEBOARD MUST BE INSTALLED AT THE SAME TIME AS THE ARCHES ARE INSTALLED. DRILL BOARD WITH 3/8° DIA. HOLES FOR BOLT. ARCH 2 °x 12° BASEBOARD ---5/16° X 4 1/2° BOLT ARCH INSIDE STUB TUB WASHER GRADE FOOTING BASEBOARD SET INTO GRADE A FEW INCHES TO SEAL. 5/16° X 3° BOLT ARCH TO RAISED STUB ARCH ARCH INSIDE STUB RAISED STUB PURLIN CONNECTION TO PURLIN CLIP & ARCH ABLE ARCH if1/4° X 3/4° BOLTS 2 PER CLIP PURLIN GRADE FOOTING PURLIN MATERIAL (CROSS SECTION 1/4 SCALE) Z.4 MID ARCH LL.. PURLIN ATTACHES DIRECTLY TO ARCH ARCH-i W/ #14 ST TEK SCREW I X 143" LONG 1/4" X 3/4° BOLTS 2 PER CLIP CROSS SECTION E A ,- --1/4° X 3/4° BOLT CROSS SECTION E .7i ."°` PURLIN #14 ST TEK SCREW PURLIN DIRECTLY TO ARCH WITHOUT CLIPS SQUARE ROOF FRAME ARCHES -MUST BE PULLED INTO.ALIGNMENT SQUARED ROOF FRAME ARCHES OUT OF PLUMB CABLE TO STUB RAISED OR GROUND STUB CABLE CONNECTION TO ARCH USING A PLUMB LINE. MAKE SURE ARCHES IF OUT OF PLUMB. PULL INTO ALIGNMENT ROOF CABLES. TIGHTEN PURLIN BOLTS. 8 GABLE OPTION HAS BEEN PURCHASED (SEE 5B CABLE TO STUB ARCH ROOF CABLE ARE PLUMB AT GABLES. WITH ROPES. ONCE SQUARE. INSTALL INSTALL ENDWALL KNEEBRACES IF PG 7). REMOVE SQUARING ROPES. SA CABLE CONNECTION TO ARCH 2. 1/8° CABLE CLAMPS ROOF CABLE ••� 2. 1/8` CABLE CLAMPS WRAP CABLE AROUND STUB BELOW BOLT 8 FASTEN CABLE TO ITSELF WITH 2 - 118° CABLE CLAMPS. ROOF CABLE BRACES (4 PER HOUSE) ARCH --rte WRAP CABLE AROUND ARCH E PURLIN 8 FASTEN CABLE TO ITSELF WITH 2 1/8° CABLE CLAMPS. PURLIN NOTE: CABLE SHOULD BE PULLED TAUT BUT NOT SO TIGHTLY THAT PRESSURE I5 PUT ON ARCH. RECEIVED CITY of TUKVVNA Q�T 2 4 1939 PERMIT CENTER THERMOLATOR 30 NON CODE GREENHOUSE OAT 8/16/88 PIEVXSED ASSEMBLE FRAME, CONTINUED Ws ex AGRA TECH. INC. PITY38URG,CA 94588 (413) 432 -3399 FXLMMAMQ PA5le TO -P4 4 1' 11111' I' 1' 1111111111111'1111f 11'1'1'1111l11'1 111111111 'I11,'11 1111 11' J' 1'1111J111111111111111111111111 1111111111111111111 1111 1111 1111111'111111I11111111111I1111 ft. nos ufc.. 1 2 3 NOT :: If the microfilmed document is Tess clear than this notice, it is Cue to the quality of the • eri'in2l document. 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