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Home My WebLink AboutPermit B93-0440 - CHEVRON - REROOFra CITY OF TUKWIL Department of Co„munity Development — Permit Cent? . 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME 0,h1L ' `%U i 2 PLAN CHECK NUMBER �,g I? —DIM SITE ADDRESS Wt) .0.Aaak__ SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTME O BUILDING - initial review (ROUTED) U1REMENT CONSULTANT: Date Sent - Date Approved - O FIRE O PLANNING O PUBLIC WORKS O OTHER O BUILDING - final review O BUILDING OFFICIAL FIRE PROTECTION: • Sprinklers INIT: FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: INIT: INIT: INIT: REFERENCE FILE NOS.: BAR/LAND USE CONDITIONS? ( )Yes (J No MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? S- E- W- I Yes No PUBLIC WORKS LETTER DATED: INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): • °Yes O No INIT: REVIEW COMPLETED AMOUNT OWING: CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (Init.) 01 108/93 1 City of Thkwtlh (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 REROOF PERMIT Permit No: B93 -0440 Type: B- REROOF Category: NRES Address: 220 STRANGER BL Location: CORNER STRANDER / SOUTHCENTER Parcel #: 262304 -9104 Type of Contractor License No.: JOHNSRS088KA TENANT CHEVRON USA OWNER CONTRACTOR CONTACT USA,INC. #91557 P.O. BOX 220, SEATTLE WA 98111 .. JOHNSON'S ROOF SERVICE' INC. 622 SOUTH CENTRAL AVENUE, KENT, WA 98032. LARRY HOLDEN 622 S CENTRAL, KENT, WA 98032 Status: ISSUED Issued: 11/09/1993 Expires: 05/08/1994 PY Occupancy: * *•.k * * * * * * * ** ** **:k* * * * ** * k k * * k k Permit Description REMOVAL' OF _EXI,. TING;`hu0F nND ,MFE. ,:,:-, Phone: Phone: Phone: (206)628 -5304 206 859 -2777 206 859 -2777 A* * k *` A' *** A 441 k* 4 k* '* k* ***A t A L..� iL.$•$ � n 111 -1' ,.. y? Div: nLL 4U r LAK GLASS A i1r» Total Permit Fee: 121'.50 n, n . 4.,. A...... A.. 4.... l.. A.. A.. A..... A' A•***.* 4k* k**********• k,' k* k** k; k *'k * *k *k•k * * **k * * * *.•k * ***:* ilk ;k *kk ** ermit C,e`nteri i z:ed: S i gnature,'.' Pate I hereb »L cert i�fy., that I have 'read and examined.•.t.h,i s permit and know the same to be'.',true: >and . correct. All provisions of law •and ordinances:. govern i ny:hi s;; work .will be complied w i'th,...whether speci't i ed.`herein: or not The granting;.of "this Permit does not presume ",to give.,., authority t.o::violate or cancel the•;, provi•.sions. of any other ,state .or :local' laws,.regul•.ating construction,` or' the performance of work. I am authorized to sign for and obtain this bUi/ :ding p;ermit:` Sigriatur•e: Print Name _ �' -l>2! � � �� =i T i t l e : tr,,.,,.r This permit shall become nu'l'l 'a`nd' wa.isd :if,'`:`''th "e 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. CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIra PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE AMOUNT. RCPT # DATE.. OTHER: TOTAL'.- SITE ADDRESS // �� }- I - SUITE # ZG `'- Wad/'L 6i't'c�- / t N�VU� VALUE OF CONSTRUCTION - $ 7 eci T'/ .j,0-0 PROJECT NAME/TENANT 5G G4 -it pert A. e �i_ti >-� S- -cat -0 1 ASSESSOR ACCOUNT # (� _30y —9/0 TYPE OF ❑ New Building Addition ❑ Tenant Improvemen (commercial) L) Demolition (b tiding) 9 P WORK: ❑ Rack Storage ❑ Remodel (residential) ❑ Other _X,Reroof ti 4 c- 4-e.aXUm-' Y- (61 fjc�c. -Ply Y1"�iu ham{ - 4 0 Leer cf &-2 A efriAi!_p - z-r. DESCRIBE WORK T BE DONE: } e' rno v c�.Q�U rrtaiv c.-�t- rn.,r....: F �.(' nJ CL-F -e- e -m r!,,; t' s6 �..-�- )t.� -�-i J t c BUILDIN USE 2 office, warehouse, etc.) NATURE OF BUSINESS: ,1„.a___ WILL THERE BE A CHANGE IN USE? Iriff No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: 2g0d 4 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE cs No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire Alarm OR HAZARDOUS MATERIALS IN THE BUILDING ? 'Z_ System PROPERTY OWNER C+ ilf V rd_'1 GI S/1 PHONI 2 ) JY.? — 9 It, 3 ADDRESS (?0500 R iC�tniore' 6?o-r,/, 6+_ -. Mt) deca --tip , (AL/ ZIP cis/ 7 7 CONTRACTOR J--,hnscn'S "Roaf ce/k,v-. 1inc 4-Z-7.-1 , a/4 _la e 8K/1 PHONE 0 6) EXP. DATE PHONE s.c:7-4-/-.) 7 7. 7 ADDRESS 6ZZ �6 , Cea l' 7111 C- ZIP c1 x 6 r// l9 ;/ / / ZIP .., WA. ST. CONTRACTOR'S LICENSE # ,JD itivs ARCHITECT AiV ADDRESS I; HEREBY ;CERTIF.Y:THAT I ;HAVE READ :AND ;EXAMINED THIS APP.UCATION' AND KNOW THE SAME BE TRUE: AND:':CORRECt ANDI AUTHORIZED TO APPLY FOR THIS.;PRMIT, y... BUILDING OWNER SIGNATp-RE DATE OR AUTHORIZED AGENT PRINT NAME t ieti ADDRESS 62 7 co ,(rte mil, it e13- PHONF{7U0 CITY/ZIP 4 / qXa ;z CONTACT PERSON LGthtiJ � e-►� cv �cu,v�` j /nSe.)1 PHONE s,59 2 7_.7 -� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current 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 Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS/ADDITIONS . . . • ' ' • - I ,: - ::::, ::: : • :::"... -:.::: ::::::.:::::.,.:„::::: ri COmplotedbUilding Permit application (one for each structure) • • ........ :::. : :. :: : :: : ,,, . :- : •.::::•.,:-. • . : :,:.:...::•,:..... ,-. :. :::::•:::::....:::-... ..:::::•.:, riAssossor Account Number::: :':: :. :::::: :-.1.":.:."::::::::::: . :,•:-.„ •::•::::::::::'-::::::::::::::,:::::::::::: . . • .. • . — . „ .. . .. . Two sets (2) of the folloWing;.::.-' " :.:*-:: :::::::::::::"::•"- ••• • -:.•,•:::-.:,:-:::.:::: :•,...:::•:::::.:::::.::: • • • .- : • :•." : ' ,::-::: •,:':::::• ' :::::::::::::::::::::::::::::::::::"":.::••:::::•.::: :. . .:::: Specifications Structural Calciilitlorisatarnriedby:#:Washirigton,State koensed Lienog Soils report stamped by a Washington Stato liceHrised 'engineer •:.:.:1:'..:, ',. Topographical survey ::-..::., . : ::::::.,, • „ . -:::•:::,..:,... ,. :. , .::, ,r6ens. ed.. Energy calculations starnped by a Washington 1 . , ongineer,or,architiic::!.,:......•::::":::. . :::::..: :•::::::: ::::.:::•::":::::::;'..:..f.jj.:::::::;::::...:::::.::::::,:::::-!::::::"...:. . .. . • . .... .. .. • •• . .• : : " .. :• : : ": ... • :.::: l_egal •:. Working.drawings,:starriped by a Washington State licensed architect, which include::: .: • • : • • Site plan : ' . . • ••: • '::•• • • Architectural drawings :: : .. • . ... : :: ' • Structural drawings : ::: • .::::: : :::.:. ::: :::. : . : : ::: ; • Mechanical drawings ' ::.:: ::::::::::::::::::,:::•::::: ::::::•.::::.:::,::.::::::::::::::::::.:::::::::::::::::•.::::::::::::::,:::::::::•:::::::::::: :::.•:EleVations: .1,.....;: .::...: .::::::::::: :...... :::::: :.,,:::::.: ::: ::::::::::::::::::::::.-..::::::::.:::•:::::-...,......::::-...:::"::„. :canipiofed utilitY:perrnit"0 ........................................................................ ••••;: •••••:: • ••••• . r—I•SiX (6) sate of civil : • :: • . . . . . . . .......... NOTE 1:"•..voe utility 'permit :application:andch ecklist . for • subinIttc.,,,teribironl . .. • • • . .,...... . . •••• • •' '• • RACK STORAGE _ - Completed building permit application riAssossor Account Number :Two (2) sets of plans:, which includo:. I I Building floor plan showing; • Entire spaco.where racks will be located • Exit doors . • Dimensions of all aisles •• : •••.' LiTenant space floor plan showing rack storago layout„.aislesand„ exits. •: : •• : • • NOTE: Include diinonsionsof racks (lieigiti,:Width and length) aisles • and exit ways on plan, • : . • : •.: : I Structural calcUlatiOnS stamped by .a yVashingtOn State licensed: engineer (rack storago 9' and over); • - RESIDENTIAL COMMERCIAL TENANT IMPROVEMENTS Completod . . .. bijilcingPeripl.P0p1.1F4.itiOn.(oneEter"eaCb!.•strUCture".or.::::•:: . . „. „ .... Two (2) sets Site plan „ . . . .... • ' ......:.„...... tenant and prOpOted 'parking Plan. c)Qorail ding .. ....................................... .Tenant . di Corti (COnirnon:v+41l) teri n • Overall dimensions Completed building aerrnIt..iaggliCatien.:(Onti for each Struature) ':'.::::';;;;:•••• Assessor Account Number • :Narrativa.describIng.eXiatirig'.roof;,rnaterial:.boing...ranioVad, and ••••• riff of :the pormit . . . . . . . . . . . . . . . .. . . . . . . • -- NEW SINGLE-FAMILY DWELLINGS/ADDITIONS I I • RESIDENTIAL REMODELS Completed building perrnit.application"(one.forciach:;strUcture)..:::,...:...,:::::!:::.: , . ".•.• Assossor Account Number • . . . . lYo.sot.s(2)Of workng drawings which inciudo • Sito pion • • . ■.Found, • ation plan •• • ••• Include access 10 buliding showing Floor longt, Of access.).:::;::::•,.-•• • Roof ptan • •: Buliding aioVatio n a' (all, views) . . • ••.$:itruehrral framing Plans: ..... • . . L I.Wa6hington Stute.EriargY, Code data • COmplated utiiity permit application . . . LiSix :.(6) 'sets of.sito.'plans showirg utilitien NOTE; • Building site plan and utility site plan may be combinad.:, Eve utility permit application and checklist for speclfic Additional topographical and sous InforiOtiOn-ii*Ibo reriiiirpd 11 unique condition.. • • • • ": • ; • :pari)Pie0;4• building perntit,aaalleation (one tor each stiUcture);::' . . •.T. Wa:(2).aata of working drawlngs, which Sito plan Roof pian Building eievations (all views) 'Butiding cross section ..... L_ Completed butiding pernilt apphcatlon (ono for each structure) AssorAoiint NOTE A Corti cat kiri lofWr Is roquirod fPricir. fo'fieiotiookito and slgn ff. of the pormlt P 02 DEPARTMENT OF LABOR AND INDUSTRIES. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A C7N,ST CONT '. SPECIALT,Y JD•jN5'01�' "S R'OOF'•' stay' YCE. I NC ;6? S' 6ENTRAL I�VI ' K.r,ir...:.. • , • w/+ 98 032 STATE OF WASHINGTON f . DETA(H TO D'SPLAY CERTIFICATE: F625.052.00013.92) , REGISTRATION NUMBER " ' EXPIRATION DATE •.'. •: JDHNSRS088ICA; 05/0,1/94 .:• EFFECT! VE . DATE 05./01 %92 JD•jN5'01�' "S R'OOF'•' stay' YCE. I NC ;6? S' 6ENTRAL I�VI ' K.r,ir...:.. • , • w/+ 98 032 STATE OF WASHINGTON f . DETA(H TO D'SPLAY CERTIFICATE: F625.052.00013.92) 4 k'****v4*hrM ****k*lek*i;* **** *****k** *** * ** * **k:4**** *7F /t ** ***0k* ** CITY or. TUKWTLA, WA Repainted: 11/09/3 12 »54 TRANSMIT s�k****k*** ** *'*Hv 4.•9r *•*k. *.k * ** A ** *** hk k ***oh. *A• * * ** k * *k* A* A * k* k ** k**k. 'TRANSMIT Numk,er:' 93001645. Amount: 121.50 11/.09/93 12 :47 Pei °mit Noy 893 -0440, . Typ.e: e- REROOF:REROOF PERMIT Parcel Na- 262304-9104. Site Addresa:..2.20.aT.RANDER BL Location: CORNLR STRANDER / SOU1'HCENTER'PY Payment Method: •CHECK Notation:. OOHNSONS ROOF 11/09/93 Init: ILM ********, t*************************** * ** * * * * *R **A * * * **0 * * *\t* *Ir * * *1 Account Code Description Paid 000/3.22.1,00. BUILDING .- NoNRES. • 117.00 000/380..904 STATE BUILDING SURCHARGE. 4.50 Total (This Payment ?: 121.50: Total Fees: Total; Al,1 'Payments: Balance: 121.50 1121 .00 GENERA 117.00 GENERA 4.50 TOTAL • 121.50 CHECK 121.50 CHANGE ; 0.00 6133A000 15:58 CITY OF TUKWILA Address: 220 STRANDER 8L Permit No: 893 -0440 Tenant: CHEVRON USA Status: PENDING Type: B- REROOF Applied: 11/09/1993 Parcel #: 262304 -9104 Issued: *********.***** k** k******************************** *•k *•k * *•k * *•k * * *. * * * * * * **k *•k* Permit Conditions: 1 No changes will be ;1 made tpp4 :9El r , e s� approved by the Architect and the TukW; u-B V1 d i ng` D1'rrr 2. All permits, inspect on t ecords, an ;� appro "e s shall be maintained ava 1 b1e ai h o si , prior to - art of any canstruc .` T� s+a ' u Wt e to ; m in -'; "k d available u.n l fi n�al', iri' e`tt1on apps "vat s a,. ted 3. All constJ.d;' Lion 9,'be 'done i;n' corifro^rmajce a ppro plans an�• 4q ir�'eme�nts f the Uri form 8ul icing �d1. _ ti Edition `i its a �nfes b.y he W b on State '"B i code 4 . • Va 1 i d i of Peri�lx1 t . 0 *The if 5lu�nce i a permit eir �i� �,� "dia l plans C ecificati� }dns an �,opr.putatio'r(s shall noble c DO .stru d to /' a p emit fo, orian- jpprova1 of, any�vio 1 of ar r� of ,, e, prrov i s i diip r of t 0.-code or of any ot(fflr _w,< ar d 'ns lac o tiiii. juris'd =•c, io No permit presuming *to aut i t *ya,Q. P v o 1 ateon,,. a� the ,, .r,ov4� pns of this sh be vali(. '`,, °,a h'. : "ft t 72 m S.. A tement f'ouhe'roofir t ag,0ertying f i4- re daiMAl ass ii.of r,,.00 W,i�j a req i ,,,pr-for to f Intl • in ctio� o(see dp,tachied,•p' edur ).. _,.., -'""` 1.--7- / � 0 8 • . \' i . A 0 INSPECTION RECORD C Retain a copy with permit, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 893 — Cigo Kiwi' NO. 431-3670 Prcler.,okitzik- t SA ype o ns , ,,-," or. ...2_2 gm 5-170 ,ocilE.e_ BL" - '1'/./ - 6-633 Special Instructions: Date Wanted/ i _. Requester: fJVLA Ph3""1/41: I.Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No,: Date: (. INSPECTION RECORD ( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L33 60e(e,ic) PERPlit167 • (206) 431-3670 "■...1...w.."1-,-- Type of Inspect .p 4,. 4( ..."...•1 . , . ress: special In rugons // Cop // 'Ito e-en? tc171.."") 1-- th-Zot. - cAll L, Date Wanted: am, pm, Requester: i 4-1,0-' /414647 Phone Na: ..‘,.. 0. 59-2-77:7 • Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS:.' PI) 0 At,"Rl C.% VA-11,770, o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: w*Joh (cn's RDDF serer je, inc. "We've got you COVERED!" 622 So. Central Ave. • Kent, WA 98032 s Tel. (206)859 -2777 Fax (206) 850 -3936 • State Contractors #JOHNSRS088KA STATEMENT 11/19/93 TO: City of Tukwila Building Division - Permits RE: Permit Chevron 220 Stran LVD We have installed a roof membrane assembly, consisting of a Pabco brand Premier 40, laminated shingle, Fed. Specification #SS -S- 001534, general specification sheet enclosed, which meets the U.L. requirements for a Class "A" roof system. This roof :was installed at Chevron Station, 220 Stander Blvd; Tukwila, WA under City of. Tukwila Permit #B93- 0440. Johnson's Roof Service, Inc. 1 Larry Holden - Installer Date IA °R .0-9. 41gAa„ • AIM IMMO 24- Asmennitsztakk disesammeamk „ .4001; -Amismag ,grawAti Awls eft es Agia," 4 -54.0 INIZaWA. (.- 1 qtr; r j:r ,41trAliirt%a5.' 4 A'Aerkij. Protection owl Beauty • • i1 1 b11;1 • '1\111111 ,1111 ;ft...V1.?. n • t ; t vws. AV . • • I .1 • 4' • Raggl 'd 10 HI • .\ c 11' Colf■ 1110 WO /1 • ' • 1 ■ 1( /I ()Ial(' • tabor ■arer IJ m oJ 0 [STOMA z 0 cc 1- u) W a z Laminated Shingles P -25 P -30 P -40 Benefits • Superior protection • 25 Year warranty • 30 Year warranty • 40 Year warranty • Attractive colors • Fire Safe • Sun Rot resistant • Resistance to Moisture Absorption 3 _431-01g1:0 UA4 iti Mettill z 0 c rn co r 0 Prepared Roofing SHINGLES Fiber Glass Shingle 40 Yr. Ltd. Warranty U.L. Class A Fire Rated Wind Resistant Label ASTM Spec. D 3018 Type I Fiber Glass Shingle 30 Yr. Ltd. Warranty U.L. Class A Fire Rated Wind Resistant Label ASTM Spec. D 3018 Typel Fiber Glass Shingle 25 Yr. Ltd. Warranty U.L. Class A Fire Rated Wind Resistant Label ASTM Spec. D 3018 Type I PRODUCT CATALOG SPECIFICATIONS Exposure 5 -5/8" 5 -5/8 5 -5/8" Approx. Shingles Per 100 Sq. FI. 64 64 64 General Specifications Size Metric 13 -1/4 x 40' Fed. Spec. SS -S- 001534 U.L. Rating Class "A"\ Fire/Wind Warranty Transferable A.S.T.M. Spec. D -3018 Type 1 E -108 Fire Test COLORS Antique Black Buckskin Tan Driftwood Harvest Brown Prairie Wood Weathered White Weathered Wood Antique Black Buckskin Tan Driftwood Harvest Brown Prairie Wood Weathered White Weathered Wood Antique Black Buckskin Tan Driftwood Harvest Brown Prairie Wood Weathered White Weathered Wood Exposure 5 -5/8 Pieces Per Bundle 16 Bundle Per Sq. 4 40 -30 -25 Year Limited Warranty I't :4 -�1.: •y�k,r r .�.�F'�i�AY:':!�:x: ti;t'..�r'..>':i 4.e'r'7'' <:.. .. .. ... PREMIER" P-25 P -30 P -40 PABCO PREMIER' "Architectural Specifications ASTM - D- 3018 -90 1. GENERAL INSTRUCTIONS TOOUALIFY FOR PROTECTION UNDER THE MANUFACTURER'S WARRANTYANDTOOBTAIN STATED COVERAGE, THE DIRECTIONS 014 THIS PACKAGE MUST BE FOLLOWED. Your supplier and applicator have a copy of the PABCO Warranty. Ask to see t1. Standard exposure Is 5,/," to the weather. The step-by-step application instructions below apply to standard slope /inclines of not less than 4" per foot or more than 21" per loot. For low slopes, 12" to 4" por foot), and steep slopes (more than 21" per loot), modify the installation as described in Section 47. Do not apply these shingles on roofs having a slope less than 2 ". per loot. IMPORTANT: THE DIAGONAL APPLICATION PROCEDURE DESCRIBED HERE IS NECESSARY TO PREVENT OBJECTIONABLE PATTERNING. PABCO IS NOT RESPONSIBLE FOR SUCH PATTERNING ON ROOFS WHERE THE DIAGONAL METHOD OF APPLICATION IS NOT USED. 'Ventilation: To prevent harmful condonation, air must circulate freely under the root deck. FDA Minimum Property Standards requirement is: A minimum of 1 square foot of total net free ventilating area is required for each 150 square feet of ceiling area, or 1 square foot of total net free ventilating area to 300 square feet of ceiling area it (A) a vapor barrier is installed on the warm side of the ceding, or (B) approximately one -half the ventilation is provided near the ridge 2. ROOF DECK REQUIREMENTS: NEW CONSTRUCTION Roof decks should be exterior grade plywood at toast 3/8' thick and conforming to the specillcations of the American Plywood Association and the Unit orm Building Code. PABCO SHINGLES SHOULD NEVER BE APPLIED TO ANY OTHER DECK without Irst obtaining written approval Irom PABCO's Regional Solos Manager. Requests for such approval must bo accompanied by a copy of the dock manufacturer's recommended application procedure for asphalt shingles UNDER NO CIRCUMSTANCES WILL APELLCATION RE APPROVED DIRECTLY OVER EQI YI IRFTHANE OR POLYSTYRENESURFACES, 3. UNDERLAYMENT On decks with a pitch 4" per loot or greater, whether new construction or when old roofing has been removed. apply a single layer of PABCO Type 15 or another UL Type 15 felt. Lap the underlayment 2" horizontally with 4" end laps and 6" from both sides over all hips and ridges. Metal drip edges are recommended along rake and eave edges of all decks. Drip edges should be made of corrosion resistant materials that extend 1 1/2" minimum back from the root edges and bends downward over them. Apply drip edges directly to the deck along the eaves and over the underlayment along the rakes Extend underlaymenl into and beyond valleys 12" minimum from both roof planes. 4. EAVES FLASHING II winter temperatures average 25 degrees F or less, and there is a possibility of Ice forming along eaves causing a back-up of water, install a course of roll roofing material 40 pounds or heavier or a wator seal sheet overhanging eaves 1/2" 10 3/4 ".This sheet must extend up root to at least 12" inside Interior wall line of building. II overhangs require flashing to be wider than 36 ", the necessary horizontal lap should be cemented with Plastic Cement conforming to ASTM D2822. Type II and located on the overhang extended beyond the exterior wall line of the building. 5. FASTENER INSTRUCTIONS Feu' lastenors are required per shingle, positioned in the fastener zone as shown in the illustration Lr: uw Fasteners shall be long enough to penetrate through roofing materials and at least 3/4" into sheathing boards or through plywood decking. Fasteners must be driven flush with shingle surface. FASTENERS MUST NOT BE OVERDRIVEN TO CUT INTO SHINGLES. NAILS Aluminum or galvanized, 3/8" head, 11 to 12 gauge barbed shank roofing nails. ,T4PLES Approved lor new construction and rorooling. Zinc coated, crown width 15/16" minimum, 15 gauge minimum. Must be driven with properly adjusted pneumatic staplers. Must be driven Ilal, 4,! ncrown parallel to the length of the shingle. Staples must not be overdriven. End staples shall have iia outer leg t" from the end oI the shingle, 5. VALLEYS Closed valley applications are required. Center 36" roll roofing material such as PABCO Roofers Base Sheet (nominally 40 pounds) or heavier in the valley over the Asphalt Felt Underlayment. Lay first course along naves of one roof area, and over valley, extending It into adjoining section at least 12 ". Follow same procedure for succeeding courses. Press shingles well into valley and nail as shown with no nail closer than 6" to center line. and with one nail at end of each terminal strip. Then apply first course of shingles along eaves of intersecting roof area. extending It over previously applied shingles and trim a minimum of 2' over from center line of valley. Succeeding courses are applied as shown. Clip upper corners of each shingle. Embed each end shingle Ina 3" wide strip of plastic cement as shown below. The shingles must be sufficiently warm and Ilexible to prevent cracking when lormod across the valley. Other valley applications can be approved. See ARMA Residential Asohalt Rooting Manual for additional details and alternatives. 7. STEEP SLOPE AND LOW SLOPE APPLICATIONS Sleep Slope (Mansard) Application: On slopes above 2r per loot, plastic cement must be applied with lour spots about the size of a quarter equally spaced along the sealant line. Six fasteners are required, spaced equally about 7' apart in the fastener zone. WARNING: Excessive use of roofing cement can cause ahingies to blister. Low Slope Application: On slopes of 2" to 4" per loot, provide a double layer of PABCO Type 15 or another UL Type 15 felt by applying a 19" wide underlayment strip along eaves, over this apply a full 36" wide street. Continue with lull 36" wide sheets, lapping each 19" over each preceding course. II winter temperature averages 25 degrees F or less, cement felts to each other with Plastic Cement from eaves to 24' inside interior wall line of building. 8. APPLICATION 5 5/8" OFFSET • DIAGONAL PATTERN Starter Course: Use a sell-sealing three tab shingle with the tabs cut oil and the adhesive at the save, cut 6" oft the length of the first slab ol starter course and apply at the lower left hand corner of the roof. The starter course should overhang the eaves and rakes 1/2' to 3/4 ". Continue starter course with ell length shingles. First Course: Start with a lull shingle applied flush with the starter course at lower left hand corner of the roof. Second Course: Cut 5 5 /8' from felt end of shingle and apply the 34 318" long section over the headlap of the first course shingle, exposing the first course 5 5/8". Third Course: Cut 11 1/4" Irom the left end of the shingle and apply this 28 3/4" long section over the headlap of the second course shingle, exposing the second course 5 5 /8'. Su.oaeeaing C4LLSOII: Courses four through seven aro begun with a partial shingle 5 5/8' shorter progressively, establishing the overall diagonal method. (Pieces cut from shingle along the left rake can be usod to finish ell courses at the right rake.) Now apply a lull shingle to each of the first seven courses starting with the first course. Courses nine through fourteen repeal the process beginning with a Iull 40' shingle and starting each succeeding course with a partial shingle 5 5/8' shorter each Time. Succeeding coursos also repeat this procedure beginning again with a full shingle. 9. BASE FLASHING The base flashing for the front of the chimney shall be as manulactured by metal flashing company and installed as illustrated over the headlap of the last course of shingles below the chimney and extending up the chimney. Set both the roof and chimney overlaps to plastic cement. Where the roof abutts the chimney or a vortical wall, the shingles must be (lashed with metal flashing shingles applied over the end of each course of shingles, The flashing shingles aro 8" by 7 5/8" bent to extend 4' out over the root deck and 4' up the vertical surface. Each flashing shingle is placed so that Its bottom edge Is just back Irom the exposed edge of the shingle which will overlap it. It Is secured le the deck wilh ono nail near the lop corner. See ARMA pes)dentlal Asphalt Rooling Manual for additional details. 10. CAP (COUNTER) FLASHING The base flashing of chimneys, skylights, vents, and adjoining walls must be flashed with cap flashing of sheet metal. The cap flashing must extend at teas) 1' into the masonry motor joints and be caulked with Plastic Cement to insure a water-light connection. Base flashing should be cut to cover the entire cricket and extend 6" up brickwork of chimney. 11. HIPS AND RIDGES Trim shingles to be even with ridge and cap with hip and ridge shingles exposed 5 5/8" to the weather. Nail 6 5/8" from the exposed edge and 1" in from the sides with galvanized roofing nalls long enough to penetrate deck 3/4 ". A doubts course of htg and ridge shingles is recommended to accent the h Ig end ridge Ilnes end improve the overall aggearange of the roof IMPORTANT: IN COLD WEATHER (40 DEGREES F OR BELOW) STORE SHINGLES FOR HIP AND RIDGE USE IN HEATED WAREHOUSE OR TRUCK 24 HOURS PRIOR TO APPLICATION TO ASSIST INFORMING PROPERLY. 12. REROOFING If local building codes permit, It Is generally not necessary to remove old rooting, it (1) the wood shingles or square butt asphalt shingles and the existing framing will support the workers, the new roofing and the usual snow loads, and (2) the old dock Is sound and will provide good anchorage for nails. Make the surface as smooth as possible by replacing missing shingtes and splitting and nailing all buckles. raised tabs and curled shingles. When reroofing over old wood shingles, 11 Is recommended that the surface be made even by applying beveled wood strips, and applying a layer of PABCO Type 30 over the complete roof. Non-corroding molding along the rakes to cover edges of old rooting is recommended. Proceed with the application of new shingles according to Paragraphs 2, 6 and 8 11 the old roof consists of lock-type of dutch lap shingles. remove the existing roof. repair any damaged decking, and apply underlayment, eaves flashing and shingles according to Paragraphs 2.4.5, 6 and 8. PADCO Roofing Products Regional Sales Offices Northwest • 1718 Thorne Rd. • Tacoma, WA 98421 • 206/272-0374 Southwest • 1014 Chesley Ave. • Richmond, CA 94804.510/234 -2130 1 division of PACIFIC COAST buildlnp prndurtr 5 thinking. out new construction or will selection. ofPABCO. laminated will; nll all your needs. We provide strength, :durability an rotection or your building projects.