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Home My WebLink About21-3271City of Zephyrhills 5335 Eighth Street Zephyrhills, Fl- 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003271-2021 Issue D. 01/05/2022 REINSPECTION 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. VA =17'rev-7-* 10I =-Mmm accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 2 CONTRACTOR SIGNATURE PE IT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City dZephyrhilis Permit Application Fax 813-780-6021 Building Department" 976 Date Received f < phone Contactfor Permitting /1 Owner's Name ON Owner Phone Number Owner's Address owner Phone Number Fee Simple Titleholder Name owner Phone Number Fee Simple Titleh 0 IderAddress JOB ADDRESS A LOT PARCEL ID', D �0 SUBDIVISION (OBTAINED FROM PROPERTY TAX NOTICE)E WORK PROPOSED NRV,CONSTR ADDIAL:-I SIGN DEMOLISH H INSTALL REPAIR PROPOSED USE SFR El COMM OTHER TYPE OF CONSTRUCTION BLOCK F-] FRAME STEEL DESCRIPTION OF WORK 1V BUILDING SIZE So FOOTAGE HEIGHT BUILDING S VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING [MECHANICAL =GAS �I AMP SERVICE PROGRESS ENERGY rF�-[ VALUATION OF MECHANICAL INSTALLATION ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS [::= FLOOD ZONE AREA DYES NO W.R.E.C. lei A BUILDER MPANY SIGNATURE REGISTERED N FEECURREN YIN Address License # COMPANY E ELECTRICIAN Y;/ ;N FEECURREN YIN SIGNATURE REGISTERED License # Address PLUMBER COMPANY 71 SIGNATURE REGISTERED L_X1 N_J FEECURREN L-YI-N—A Address Licenseg COMPANY E;;�� MECHANICAL Y/ N FEE CURREN �y YIN SIGNATURE REGISTERED License Address COMPANY — �Y/ OTHEP, :7[ N FEECURREN YIN SIGNATURE REGISTERED �R �R,�� E===Address License I I I I I a I I w construction, RESIDENTIAL Minimum fen (1Dj working days after submittal dale. Requited onsifa, Constnacfion Flans, unwater-plans wl Slit Fence installed, Sanitary Facilities & 1 dumpster, Sife Work Permiffor suhdivisions/large projects COMMERCIAL Life Safe -O-W Permit for new construction. Minimum ten working days after rmwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit 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. 4 Directions: Fill out application completely. Omer & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIL upgrades over $7500) Agent (for the contractor) or Power ofAttomeY (for the owner) would be someone with notarized letter from Owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs if shingles Sewers Service Upgrades AIG Fences (plotiSurvey/Fc)Dtage) 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 CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with slate 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 contraotor(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 89-07 and 90-07, 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. CONTIRACTOR'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 pen -nit 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 -Seawalls, Docks, Navigable Waterways. 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. that a drainage plan addressing a - If the fill material is to be used in Flood Zone 'A", it is understood .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, sighs, 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 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IFFY op YOU INTENDmnTICS OCOM TO OBTAIN FINANCING, CONSULT �r%ommira F MENC—EMENL (FS, 11 FL�ORIDA JURAT (F:S_ 11 3) _,-Jr CONTIVXTO OWNER OR AGEN Subscribed and sworn 'T ""e" for a ;d swum ut a Subscribed and swom I r affi )eforp me this Subscribed and swDrr ied fore e this by is/are Mn YT b a ono me or ft�as/hWdu Who has/have Who Is/are ay 0 me or has/have produced .a cat Who Is/are onally known t a r as/have produced — as lid.ritification. as Identification. f\ Notary Public Notary Public _W" _�7 — Commission No.-- ommission No -R E M ARTHY Commission No. 00 Pu,_,�, CATHER E MCCARTHY _",y P VAY PtJ& CATHERINE MCCARTHY Name Name of Notary mission # GG 920332 o'! ed, 920332 Kt. Expires November 1, 2023 T, Expires November 1, 2023 "For FV0 Bonded I hru Budder Notary Services Bonded Toni budget Notary Services Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@ciopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 Year 2005 2005 2002 2002 2002 Florida Licensed Professional Engineer or Architect ELMM-KEquiv 20200812 - FBC - ASTM 1886-1996 eqpjyp�qf EL15279 R6 Equiv 20200812 - FBC - DASMA 108 ASTM E330 equiv pdf Method I Option A 12/11/2020 12/29/2020 12/29/2020 Summary of Products Go to Page 7 0 0 Pagel/80 0 EL # Model, Number or Name 15279.121 121 W6-18 PAN-2F443: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +37 PSF/-39 PSF Other: Solid doors (no standard glazing) are impact -resistant (large missile impact). 15279.122 122 W6-18 PAN-217443: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +37 PSF/-39 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279,123 123 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: Yes Design Pressure: +28 PSF/-29 PSF Other: Solid doors (no glazing) or doors with optional impact - resistant glazing are impact -resistant (large missile impact). 15279.124 124 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.5 PSF/-25.5 PSF Other: Solid doors (no glazing) or doors with optional impact - resistant glazing are impact -resistant (large missile impact). 15279A25 125 W4-18 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25 PSF/-25 PSF Other: Solid doors (no glazing) or doors with optional impact - resistant glazing are impact -resistant (large missile impact). Description Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) 16W, to 18'2" wide WINDCODE@ W6 Garage Door Certification Agency Certificate FL15279 R6 C CAC Letter with proof of contract and pL(jgf_gf inspf.C_t1on,pjf FL15279 R6 C CAC W6 Listing_Injertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 11 103 406-A-Rev07.pjf - Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door Certification Agency Certificate FL15279 R6 C CAC --Letter with proof of contract and proof of inspgcUon.P_d_f FL15279 R6 C CAC W6 Listing_Lntertek.p f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 II 1Q3_406-BRev07.pfff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door I Certification Agency Certificate FL1S279 R6 C CAC Letter with roof of contract and pLo(Lf of jnspgction&df FL15279 R6 C CAC W4 Listing -Lntertek.p f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R6 II 101652-A-Rgy12.p�jff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 P6 C CAC Letter witL roof of contract and proof of inspgction.p f FL15279 R6 C CAC W4 Listin Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation instructions FL15279 R6 II 101481-A-Revl4.p f !L Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) 16'2" to 18'0" wide WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R6 C CAC Letter with proof of contract and proof of inspgcti'on.p,df FL15279 R6 C CAC W4 Listing _lntertek.p f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 P6 II 101247-A-Rev20.pdf NI-ifi-i R TntArFaL TH Cap A- KIA T MODELS 24 GA SHORT] 27 GA SHORT 127 GA FLUSH. I 27 GA LONG I DOOR HEIGHT CLOPAY 4400, 4401 4300, HDG 4301, HD 4310, HDGL UP TO 7'0' 7'3' TO WO' HOLMES 66, 66G, 6200 1� �SF20DOGF 68, 6201 57, 67G, 6203 8'3' TO 8'9' 9'0' T13 106' - 10'9' TO 12'3' IDEAL SP200 SE200 1216r TO 14'0' OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-8 FOR DETAILS. MAX. GLAZING SIZE IS 42-1/2'x16'. 10I ,w— (4) #14x5/e SHEET METAL SCREWS O (4) 1/47.3/4^ SELF TAPPING SCREWS [BE (=4 GA INTIETWEDIATE ON 24 CA, EXTERIOR SKIN COCA MODELS.) SEE END HINGE DETAIL —SEE INTERNE. HINGE DETAIL -TWO POINT I�Dcxm PRO TRACK a ?. � � III SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. SNAP LATCH ENGAGES ONTO VERTICAL In ONE SNAP LATCH 0 EACH SIDE OF DOOR. OUTSIDE KEYED END FWiOLE ITTLE INSIDE HANDLE SLIDE BOLT LOCK ENGAGES OUTSIDE W= I= INTO VERTICAL TRAM ONE ON END EACH SIDE STELE OF DOW TWO Pow LOOKING VLOCK INTO TRACK END STILE al SHORT PANEL SHOWN OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON QUEDDE KEM LOOK EACH SIDE OF DOOR. PA WING PRODUCTS opay AL0YU 85 DUKE BLVD. MASON, OH 45040 Prod (513) 770 - 4800 2' THICK —SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR 1-95' THICK. if DENSITY EXPANDED POLYSTYRENE FOAll INSULATION LAMINATED M BOTH EXTERIOR AND INTERIOR $KINS. 12 GA G&Z STEEL. TOP ROLUR BRACKET. EACH BRACKET =/rArbW`TM&(4) -TONGUE AND GROOVE JOINTS. 2-1/4* TALL x 20 Gk GALY. STEEL U-EAR. U-BAR 07Y AS SHOWN IN TAME ATTACHED WITH (2) 1/44/4' SELF TAPPING SCREWS AT EACH HINGE LOCATION. 27 GA STEEL. INTERIOR SKIN WITH G-60 (= jBAKED-ON PRINTER AND A POLYESTER PAINTED TOP COAT, - 13 Qk GAIN. STEEL WIM BRACKET ATTACHED WITH (4) f14-5/8' SHEET' METAL SCREWS, ALUMINUM SMUSION & VINYL WEATHERSTRIP, ONNGI -E PS NMZMV�1238iOTEXAS PZ 091513 FLE ORIDA _ DESIGN LO,aM- +21LO P.S.F. & -29.0 P.S.F.TEST LOADS., +42.0 P.S.F. & -43Z P.S.F. FTq w4o"D 1'"" -F 9*0"W X 16'0"H .... _'ZOO/4400: +28/-29 PSF_ MODELS 24 GA SHIRT 27 GA SHORT F27 GA FLUSH 27 GA LONG CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL H13LMES -- 66, 66G, 6200 68, 6201 67, 67G, 6EO IDEAL -- SP200 SF200 SE200 IMPACT RESISTANT ASSEMBLY DETAILS DRAUnNG 10 1 652-A SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) Dm'D* OFMHM. DECORCIVE MULTPLOWOME HIGH SOW TAPE sum-N GED0@DI FRAME AM FAQCEj L DEUMM MAO FAMADE SUCONE SEALANT MWEEN STEEL " AM FR4M ONE mOLDS) BE LEWI POLYSTYRENE RETANER FASUNED TO FRAW RUN (10) fa - 3/4* PAN HEAD MACHINE SCREWS Faw a GLAZING. STANDARD ASSEMBLY DETAILS 10FILAW11NIG 10 6 r '2 B SECTION B-6 (NON —IMPACT RESISTANT GLAZING OPTION) FRONT TRUE WM U.Y. OWING ON OUTSIDE SURFACE, NOTE THAT FRONT FRAME IS HARROWER THAR FRAME GLAZING MOLDED M.E taa/4' PAN HEW SCREW. UTE RETAINER. STANDARD ASSEM= QQNSTRUOQN, OPTIONAL ;06=, ACYRUC UTES AVALABLE. OPTIONAL PLASKOLIFE OFT[K OR U)CRE CPA GGZ PLASM N AMORDkN= WIN DC/M 2505. RE ENTIRE WON ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTBUQUIONAL lggrANTGGDOJ�MW�IW 94PACT te GERM RESIGNS (REF. CHAPTIM 18 FBC,413). SaTE ZESCRuqm SHEET 2 OF 2 1 12 SEE REVISION HISTORY ON SHEET JAMB 6MJnrMM (.1 12 FRAME BUILDIROS)' MrWr LAG SCREWS ON 24* CENTERS. I' O.D. WASHER REQUIRED. LAO SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAM TRANSFER LOAD. 2.5 YELLOW PINE JAMB--' 12 rk CAM STEEL TRACK BRACKET FASTENED 70 WOOD JAMB WITH ONE 5 WOOD LAO BMW BRACKET. 8 GA. MIN. GAM STEEL CENTER HINGE 2* GALV STEEL TRACK 7M-9—Mt F.MINED 09" 4?5/P. NET%%. FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED VM ONE 14 GA. GAM STEEL ROLLER HINGE 1/4'.5/6' SO & ZT IN SBLE FASTENED TO S= EACH TW1/4- RIVEM 014.518" SHEETDMEIAL .IAMR CONMO-RATION 10 SALL SHORT '0 SALL STEM STEEL WITH STEEL. ORNYLONTHE VERTICAL JMO ATTACHMENT BOB LOCK OR 2000 PSI MINCONCRETE COLUMINk NOTE* TRACK CONFIGURATION ABOVE THE DOOR OPENING 3/8-X4- SLEEVE ANCHORS ON 24- CENTERS (BOTH C-SO BLOCK OR 20M PSI MIN, DOES NOT AFFECT THE WIND CONCRETE) OR 1/4*X4' TAPCON SCREWS ON 24* CENTERS (2000 PSI MIN. CONCRETE). LOAD RATING OF THIS DOOR. WASHERS INCLUDED WITH SLEEVE ANCHORS. I' O.D. WASHERS REQUIRED WITH TAPOONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH HORIZONTAL TRACK SUPPORT BY MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR INStAUXR (TO surll Ir TALL DDORS AND UNDER 13 GA. CAM STEEL FLAG BRACKET. LHR TOP BRACKET MM THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE EACH FASTINED TO WOOD AAMB WITH K HORIZONTAL. RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE (3) 5118-.1-FIB- WOOD LAO SORSM AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE DRAWING. f_OW HEADROOM OPTION 2" t.FGA.MSM TRACK, MIN. TRACK THICKNEMS: --TM. 2-1/-e.12 GA. GAU1, STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SM NEEDED. HLXMNTAL TRACK SUPPORT BY DOORS OVER W TALL DOOR ' "' "TIll -T --FAS,EK 5/1'. LAC SCREINIS. 2 Lriz%.m%- LIX HAK TYP.141z".12 rA GALV. STEEL TRACK ORACKET, METS 0 'SIDE GO- ,DO R JW'TTB 11, 2 P �TRACX ANCE-0 AND R" NOT 10 D=EG Wj D.C. NM FOR DOORS OVER I:e-O* HIGH. TRACK CONFIGURKRON SHALL NOT EXCEED Mvw" SPACING CONSULT FACTORY FOR MOE DETAIL IF ROD. FLORIDA P. AIR.. DESIGN LOAD$,. +28.0 P.S.F. & -29.0 P.S.F. TEST LOADS: +42.0 P.S.F. & -43.5 P.S.F. "go'wM Sit clopay CLOPAY TION 8585 DUKE BLVD. MPC: DSIE=IF171 w 4� 1 6'oH SAM 7 Octammm, MASON, OH 45040 M/N 4300/4400: +28/-29 PSF --- DRAWN "/12/96 mWW Corporation (513) 770 — 4800 T