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Home My WebLink About22-3570City of Zephyrhills 5335 Eighth Street V"i1-KWTjffiW1.11 Ilk Issue Date: 02/21/2022 RENIMPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever Is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEF RE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE *ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO1 CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER V! N=XPEMMENWan PemdtNo, Property Identification too. &ZL-Ii�— �-Z-- - �C(-21 C-1 �-a I 'Loo TBE UMERSIGNED hereby give informs you tW the improvement will be made to certain real property. and in accordance with Section 713.13 of the Florida Statutes. The following information �' provided In this N017CIE OP CObUtIENCERfENT, is I.Description of property ftaf descrip a) Street Address: <Z2, 2. stet description of improvements: N b) NatO* and Wms of simple titleholder (if other than owner) c) Towest in proerty - --s)Namb and dreas 0, ad -pb' b) Tol'4 e oot 1 1 cr: FOXIN0. (Opt) 5.surery a) N and j0dress- b) Amount of Bond: a) Telephone No.: Fax 140. (Opt) 61ender a) Name and address: phone No. 7, ldenfitjofrso. �WiWn the S%t. of desipwd by �ow.., nowh4m pokices; or other doents may be serve& a) Name and address- b) Telephone No- Fax No. (Opt) 8.1n addition to himeIto 'Nwe", desig-tas the —foliowing Parion to receive a Copy of the Lienor's Notice as provided in Section 713,13(l)(b), Fl6fide Staures: a) Name and addrass: ,b).TelepboncNo.- c- Fox No, (Opt.) 9,LVirptidn date ofNotice R Commencement (the —txplmflon date is one year from the date of recording —unlesso diffetern d* is specified): WARMG TO OWNER- ANY'PAYMNTS MADE BY TM OWNER AMR TF(E EXPMATION OF THE NOTICE OF C0NhfZNCFMNT ARE CONSW RIMI) IMPROPER PAYMENTS UNDER CUAMR 713, PART 1, SFCnON 713.13, FLORMA STATUTESs AND CAN RESIXT IN YOUR FAY1(NG TWICE FOR MMOVEMENTS TO YOUR PROPRRTV A MOTICEOF C0MMNCEMtkt &OS'i DE ikbRbkD AND POSTED ON TM JOS SM BEFORE TIM FOW INSPECTIOM V YOU INTEND TO O.STAIN nN'ANC*G, COKS1ULT YOUR LENDER OR AN ATTORM* BEFORE COMMENCING WORK Olt RECORDINO YOUR NOTICE OF CIOMMENCE COMW OV FASOD i a or is Asa i ax At" 201L by authork. e.g. via=, trustee, attorney f of wh mInswument ws4.pxocute4). Personally Known OR Produced Idenfificatiao Notary Sipature Name (print) lee �1 e Type of Identification Produced 110 —A Verification Pursuant to Section 92.525, Florida Statutes. Under penalties ofperjury, I declare that I have road the foregoing bud that the facts stated in it are true to the best of my Imowledge and belief, FoRmsmoc'radmw JACQUELINE BOGES C0MMis$W#GG276457 FxPhd3D0ca1pber12,2022 Bookd Thol Troy Fain Insurancg 800.385�7 813-780-0020 City of Zephyrhills Permit Application Building Department Date Received 2 Phone Contact for Permittin Owner®s Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS �10 LOT # I SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONITR ADDIALT SIGN DEMOLISH INSTALL [9) REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE veeSO FOOTAGE HEIGHT �UILDING =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING = FINISHED FLOOR ELEVATIONS VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION SPECIALTY OTHER FLOOD ZONE AREA =YES NO BUILDER COMPANY -e SIGNATURE REGISTERED Y/ N FEE CURREl, Address License #E===== ELECTRICIAN COMPANY SIGNATURE REGISTERED Address License # E==== PLUMBER COMPANY E;;� FEE CURREII�� SIGNATURE REGISTERED Address License# MECHANICAL COMPANY E SIGNATURE = REGISTERED ;;;N; =FEECURREP Address License #E==== OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREIN Address License If E==== RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwaler Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Pen -nit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C ' Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTACT D CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 8907 and 9007, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection®Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. ® Army Corps of Engineers- eawalls, Docks, Navigable Waterways. 4 Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. ® US Environmental Protection Agency®Asbestos abatement. ® Federal Aviation Authority®Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO C ® A NOTICEOF COMMENCEMENT AY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOY YOUR PROPERTY. IF YOU INTEND TO T. I FINANCING, CONSULT WITH YOUR LEND OR AN ATT OR, Y BEFORE RECORDING YOU NOTICE OF COM CEMENT. FLO JktR�1 {F.s. 11 oWP1 F2 oR tdl CONTRACTOR b oribed z ::kfl:z � cribedandora pIh - Zoj !to me or has/have produced Who is e pe onaliy k o�vn t me or has/have produced $ s eras identification. f L1hCr Sl r r.k as identification. r' "n 6Votary Public Cr � rY kota Public Com sio No. ,` � commissi /No tame of g Name of Nor" -� xresD�c�r6e �m 6457 o a eye; ed Ttoy F �s iSGd 7499 c os�L� a X lr s December t2,2022 F Tura Tarp Fain ins aaoa ,3t6.7Q'`r [ The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following WITNESS PERMIT 1. WW43 LOADS AS PER A. FLORIDA RESIMITAL EAALDM CODE 7TH EDITION 202D FBC WTH A MA)WN WMTE DESIGN WIND SPEEX) OF 150 MPH. EXPOSURE C, NOMIRM. DEMON AN SPEM OF 117 MPK OLWJ)M FdSK CAMECORY 1, 7 ROOF UVE LOAD DESKIN IS 20 PSF. 3, THE PROJECT WAS DESIGNED IN ACCORE)ANCE WITH THE A. FLORIDA R&DING CODE 71H EDITM, 2020 9 EWILDING ODDE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318/2014 EDITION). C MANUAL OF STANDARD PRACTCE FOR WELDING RIDWORCING SrEa INSERTS & CONNECTIONS IN RMWORCM CONCRETE CONSnWCWN AWS 014/LATM EM D, SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCM)RAL SM FOR V-qDWM (AMERICAN NETIOLffE OF STEEL CM&IRUCMO AMMC IMH EMT MATERIALS W ASSEMMY TE67 AS FOLLOWS A- DOETIKIR WINDOWS SLIDING AND PAMO MASS DOORS 9AL BE TESDEID EFY AN APPRUVED 008'04MW TESTIND LAfiKR4T0RY. AND SHALL ec tAEELED %wmm A APPROVED LASM IDIDMWO THE AMNI)FACTLIREIZ. PERFORIAMCE CHARACTERISTICS AND APPR%'M PRODUCT CERTIFrATKIN AORCY TESTNO LASOMORY EVMWM ENTITY OR FIA'&DA STATE WIDE PRDIX= APPROYAL KNMR TO INDICATE COMPLIANCE WITH THE REQUhREMENIS OF ONE OF rdE FOLLOWING SPEW� ANSI/AAMAAMWDA 10 M-& 2-97 OR TAS 202 EL ETTERIOR DOM ASSUffJES SHALL BE 7EMW FOR SHWMM INTEMM IN ACCOROMM WITH ASIM E330 AT A LOAD OF I Z TIMES THE REQUIRED OEM PRESSIJK LOW. C SECnOMAL GWAGE MOM SKALI. BE TESTED FOR DETERMINATION OF STALIM, PERFORMANCE UNDER (WORIA STAVC AR PRESSURE DIFMIENCE IN ACCORDWCE AMSI/DASMA 115 OR TAS 201,202 *0 202L 5, STEEL FRAMES WALL BE SPACED NO MORE THAN 6W 0 C. UA.0, ON PLAN ALL TUBE STEEL SHARE STRENGTH$ ARE 46 KS STEEL ALL QJPS ARE 36 YM STEEL 8 STEEL WEED STRENG'TH SKALL BE 55 KSt TYP, ALL WELDS SWL BE 1/8' MWO" FILLU *UIM T ANCHORING SULDRAD X MaDM SKA4L BE ATTACHEC WITH RaMAL ANCHORS PER THE HELXCA&L AND+ DETAILS, 8, WHEM So[EIMOM N ASPHALT HELr.AL NCHORS at W LONG #5 REW Wrp f#JT WELDED TO THE TOP %KL BE INEM&LED AT 12' ON CENTER FROM EACI SIDE AM THE SMANCE - 60' ON CENTETL C. WHEN PLACED ON A r CONCRETE SLM A 1/2" EXPANSION ANCHOR WITH EMBEDMENT SHALL BE INSTALLED 12' FROM EACH SIDE AND THE ex-ANM > W* ON CENTEIL CONCRETE SHALL BE MINIMUM COMPRESWE STRENM OF 25DO PSI At 28 DAYS. 8, ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 A 1/4 HWU ULTRA--2 TCP3 9. EACH LWAXION WTRS�E THE FRAME IS JOEHED TOGEDiER WILL HAVE 2 SCAM ON EACH SIDE OF l!HlE "IT 24'-0' WIDE END WALL FRAMING SCALE: N.T.S. a- - +/- V-1. Lo. GpJ CLASSIC 'C' FRAME BOW SECTION SCALE: N.T.S. —.0 10'-G* WIDE END WALL FRAMING SCALE: N.T.S. ffil I PAGE INDE� I ELEVATION VIEWS 2 STRUCTURAL DETAILS 3 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS REVIEW DATE FEB I ORDINANCES CITY OF ZEPHVR-H-jLL, PLAN EXAAAlKi=n y" 16GA AIL riP. SPACING EASE 'C' FRAME SIDE ELEVATIONS SCALE: N.T.S. -l' FT MAX— \-I:2) 2-25-)M25- 16CA -on HoRfZONTAL Km a 2.25X2.25' l6G4-/ of o (2) 2,.25-X2.25.-/ t ISCA WW POST io W- a LEFT SIDE FRAMING DETAIL SCALE. N.T.S. n N. TIC. 18'-0' WIDE END WALL FRAMING SCALE: N.T.S. la 06�' foul Ao 0-24' WIDE CLASSIC OPEN I/ k" TY130 NOUO3NNOO -1 a lfv� `3SYS ',H3MH 'Wtfn H N 01 ISUd *5NOGdO 3H1 3iWddO 308E NO AINO 'M 01 ISDd dip 'GM -M HIA IiSn'o 38 MrMS iSOd SOMNUO HODO dn-7m It -&oN 3aftL V3 SA3= (-) 1^3= -UN AWD WddVI <jvc */i 3sru of 3ani m '01 &MM -uw A'T#B SNIddVi SM A/C A/T 17WA DMIS _W13W m ,3 'I I-M .*/C vTjAMqN=-wl3w %93vj al HIMM 0 1 —1 33NNM 3-M3HOS S0103MM '30E No M ow molioe No (Z) xn am x3H VT X *I-Zt# /GMO L-W OW (3W HN3) ISOd 01 3UrO3S-- 31VId 80133NNOD lVi3fl dn3 3-Km vo 91 Mmz L 0 Isem 'w6rd-Mils-NON so mssnmi si 0 0 S'I*N :31YOS 0 TVI.30 N01133NN00 iSOd 01 INS MOONIM Ho m3anH wsmonmis-NON (Nmio olow d0.4 so) WN MOGNA &L, (3nviu N000 do-7*8 aw vo zt) bsanH wsnionuis-moN si (38000 in- Tm Ho-4 v5 W iSOd Sl *S'i'N :31YOS RVId 80103NNOD IVIM 3a#I:ID Vi 'd)d Wd 3SVS 01 03M3M ANn moe sNo-i >- .01 V5 in Z)(-z 3w No W ow "Olm No (Z) skmm >131 CW3H X3H ,*/C x rot-Zt# HM JBID/lffd -MWNVA 30 KO iW8 80 MV3H 30 dM GW lWd 01 WMS dM 3MW V5 91 ZYMZ 3mm 21 x wa x szz 3MA �W 3DM ill x ;za x WE -IMA Ala-w 3�xm 91 x we x wz MIA Aa-lo DwIawca du 3wilantus 3IM3HOS W39 "b 'S'I*N *3WOS 31ONY dn3 IV13M *S*I'N '-31YOS *S'iN :31YOS NOUO3NNOO HOHONY WOn3H IIV13G HROOJ V WIS 313SOMOO 'AVH INU 3WB M RM 03DHOANBH 3HI.40 Hlotm 3M SNOW 83MA DIRMONON -Nos 1--ifdy= '3'0 .0-,01 OW NOILV-IGI auwwo (Him) Isd 0097 ONIN3dD HOV3 -40 Ms '30VA Z I X dM .91 iv -Iwd asve 3RL -40 a H3V3 iv au=l 3a TTMS UOHOW SNDI0ON3KhM38 smrLLWAnww 83d TM 3SW 01 80�OW Kw.UV 'HOHOW -worGH 3MO 'OU rylullwa HOd IMHS S*M S3WI 3I33S ..,Oa WH3W evis mmowo (MY0 OPnON 2 2 1/4- HEADER BEAM WIEUDMENT WINDOW FRAME/DOOR FRAME OMON I SINGLE 2X3' RECTANGLE 2' F El DOUBLE 1/4- 14 GA. SQUARE STEEL NG 2 TUBI 14 CA_ GALVANIZED STEEL TUBM TO FORM BEAM WITH 2' STITCH WELDS 0 18- O.C. ON BOTH SIDES WITH # .030 MIG WIRE, RAT BRACKET 14 GA_ STEEL PLATE_ FASTEN W/(4) 114X3/4- HEX HEAD TEK SCREWS. WINDOW FRAME/DOOR FRAME ATTACHMENT DETAIL HEADER BEANS (OPTIONS I AND 2) tmkx. SHIM AS REQ'D /4'SpAcE INSTALLATION ANCHOR (6) JIOXI/4- SELF I TAPING FIAT SCREWS FABRICATE STANCHION FROM 2X2XI4 G.A. GALVANIZED STEM SQUARE TUBING W/(2)2-X2-XIS CIA, STEEL ANGLE CUPS FILLET WELDED W1 # .030 MIG WIRE TO END OF SQUARE ON BOTH SIDES OF TUBING '*2 1/14,X 2 *�/4 *1 1/4' 1 1/144 2 1/4' x 2 1 4 STEEL STUDS/COLUMNS STEEL BASE R41L IV--q STEEL SRJOSICOLUWNS ZSTANCHION M.Al BE IA�;BT7ENED TO BASE PAL, OR ST �Il ";,_ - HEX HEAD TEX SCREWS RA=FrM W/(2) J12-14 X 3/4 OR FILLET WELDED W/ #.030 MIS WIRE ALONG SQUARE TUBING MAY BE CUT AT ANLGE (SAME AS ROOF PITCH) OF CUP. STEEL ODLUMN/STUD IS SUPPED OVER STEDGE ANCHION TO FORM STANCHION THAT WILL ATTACH RAFTER TO COLUMN. AND MAY BE ADJUSTED TO LEVEL AND FASTENED W/W2 W12-14 X 3/4' HEX HEAD TEX SCREWS OR FT L WED AT BASE OF COLUMN TO STANCHION, STANCHION WILL ALSO BE USED TO ATTACH HEADERS TO COLUMN/STUDS. (4) THROUGH INSULATION HOLES c'4 'U8 AT14 (1) THROUGH EACH 2 1 P4.TE2 1/4-.14 GAGE OF 3 "INGES AND STEEL GALVANIZED TUBING (1) HALFWAY BETWEEN EACH OF 2 HINGES MAN DOOR ATTACHMENT (DETAIL) ALUMINUM FRAME FIAT BRACKET 14 CA. STEEL PLATF_ FAsTe4 -BOTH SIM) #14 x 3WY4MUHS20 T8( SCREWS. 1/4"-14 x 7/8' HWH SELF DRILLING 3 7/8' FASTENERS, SEE 1/2' wL 'sm mm ELEVATION FOR OPENING SPACING. YAM POLUPROPYLENE 2' x 2' x 2 1/2* HIGH WEAR STRIP T IK?� RAC53RACKET. CURTAIN WIDTH MATERIALS' CS TYPE 78' G40 OPENING +5' THICKNESS .095 ATTACHED TO GUIDE W/(2) 114' x STEEL JAM 5/16' TUBULAR RN-E7S. THICKNESS 14 GAUGE MIN. ZX3 OR 2 1/4 X 2 1/4 X14 Q REG. STEEL M /STOP 1MOULDING I. END BY DOM 8 CAak, GAVSTEEL STILE "EEND Rfffr) IT HaD BY HINGE SCREWS) 12 GA_ GALV� STM TRACK BRACKET FASTENED TO STEEL 18 GA. MIN. GALV, STEEL JAMB W/(I) 7/16- X 1 5/8- CENTER HUGE FASTENED TO SELF TAPING SCREW PER BRACKET--/ ! SIDE SKIN W/(4) #14 X 5/8" SHEET METAL SCREWS, 2" V. STEEL. TRACK BRACKETS EACH BRACKET ATTACHED W/(I) 2 STEEL ILER 4 CA, GALY. STEEL ROLLER HINGE L R.a 7/16- X 8- AND NUT OR FASTENED TO END SnIF'S W/(4) #14 (2) 5/16- RIVETS. x 5/8' SHEET METAL SCREWS. SECTIONAL DOOR ATTACHMENT DETAIL