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HomeMy WebLinkAbout18-20116 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20116 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20116 Address: 38721 9TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-08300-0090 Improv. Cost: 872.00 OWNER INFORMATION Date Issued: 8/23/2018 Name: GAMBOCORTO DANIEL & GAMBOCORT0 ,1 Total Fees: 97.50 Address: 38721 9TH AVE Amount Paid: 97.50 ZEPHYRHILLS FL 33542-4103 Date Paid: 8/23/2018 Phone: 315-491-6095 Work Desc: REPLACE GARAGE DOOR 12 X6.6 CONTRACTORS APPLICATION FEES PARKER DOORS BUILDING FEE 67.50 CONTRACTOR CERTIFICATE 30.00 r Ins ections Required FOOTER 2ND ROUGH PLUMB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. O OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 513-780-0020 City of Zephyrhills Permit Application Fax-813-7e0-0021 Building Department Date Received �/� v / G ( 7 1� Phone Contact for Permitting V7 - 3�s A 1 1 1 1 1 1 1 1 . . . . . . 111111111 1 1 1 1 1 Owners Name Owner Phone Number 1315-149 - Owners Address 6 6{� �1Lr / Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address(� `t V JOB ADDRESS f , t S LOT SUBDIVISION PARCEL ID# f I" - Q d (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME yy= STEEL Q l l� y DESCRIPTION OF WORK LI G 1 5 1 X I O W W 6 ^' BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ zo VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION X o'=GAS = ROOFING 0 SPECIALTY = OTHER UV�� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA ES 42 BUILDER Q �, COMPANY A r t' 8 o r- SIGNATURE REGISTERED Y/ N FEE CURRREEK Y/N Address License# L9 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N En Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURR8% Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 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 Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 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. 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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Faz813780-0021 Building Department Date Received 7120 x Phone Contact for Permitting 1 1 1 1 1, 1 1 1 1 1 1 1 1 Owners Name t� p bamid_ G (r Owner Phone Number - Owners Address R r Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple TitleholderAddressn t, JOB ADDRESS ( v� p 5 LOT# SUBDIVISION PARCEL ID# I Q 10 " (OEMAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR 8 ADD/ALT = SIGN _ = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME yt= STEEL Q DESCRIPTION OF WORK G1 1 5 1 c '1 X,C4. Gi A- K e, w`�ZO fj4 DOD( BUILDING SIZE SQ FOOTAGEF-47 HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA ES f 1!^ BUILDER A OMPANY r Y no SIGNATURE �L i' REGISTERED Y/N FEE CURREN I Y!N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N Y/N Address . License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# i MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREA I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# 111111111111111111111111IIIIIIIIIIIIIIIIIItllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0.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&1 dumpster,Site Work Permit for subdivisions/iarge 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT• Attach(2)sets of Engineered Plans. 1 —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 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 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 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 WaterlSewer 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 I, 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 1 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-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"W 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 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAiN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCO19MENCEMENT.. FLORIDA JURAT(F.S.117.03 OWNER OR AGENT CONTRACTOR ubscribed and svm t r rr��d� efore me this Subscnped a d swo o(or aled fo me this Who is/are per.oo y�cuow ate me or hasihave produced Who is/are persa crown to me or ias/have produced as identification. as identification. AIAL Notary Public Notary Public Commission No. Commission No. 2ST#gfrfl`ootary typed,printed or stamped Name of Notary typed,printed or stamped ALLAN DORMAN MY COMMISSION#FF 145849 1�aY a� ALLAN DORMAN * EXPIRES:October 10,2018 a°'.... c Bonded Thrt Bodxt Notary Services � * MY COMMISSION#FF 145849 EXPIRES:October 10,2018 ...l Bonded Thru Budget Notary Services _WSJ o �� IilOf11UR O City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: ��i20Ag- Site: 9/A Ale Permit Type: - /" Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Sw' w—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Florida Building Code Online Page 1 of 6 41 r_l.r .._.._..._.. ^BQS Home tog rn User Registration. -HotTop'itsjT SuhmR Surdtarge Slats&rags. Publications FBCStalf sas site t4ap .links 5earoh ;Y a t/•''k'^ Yp'"- Pro duct Approval USER:Public User Prog.1 AI:n1nV<P..1 Me—>Prodlm nr Aoelication Seardl>Anntication list>AppBCatiOn Deign FL a FL15279-RS .``. Application Type Revision_. 1 Code Version Application Status Approved y`y _w t Comments reapply 11/28/17 Archived i Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfieid@dopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative address/Phone/Email I Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA,Inc. i Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 REVIEW DATE 7-002 ASTM E1996 CIT�OF ZEPP-I — f A>-fM E330 PLAN EMMINE Equivalence of Product Standards Certified By Florida uc/i r�edRf tonal Engineer or Architect F8C-(JASI•iA i0$=_ntriv.ndf r1152791 Y $.'T?AS�,,;-15 eruiv.Bl1_' r lOq�UJ� tr wrr"j P AMo 'etFcrRJc Nc Coo �aVq J� ���s p,�z���E �� jtVG h'flJ�Lis Product Approval Method Method 1 Option A 1 Date Submitted 08/10/2017 Date Validated 11/29/2017 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page = z'h 0 C0 Page 7/8 6 0 httn.-q'//Www.florid.gbiiiliitna nrrr/»r/nr a— A+I .,..,...�.. Florida Building Code Online Page 3 of 6 55S,4RST,6RST,4RSF,6RSF,211ST, GD5S,GD5SV,GRSS,GR5SV,ARSS, AR55V,ED55,EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ:No L15279 RS C CAC Letter:aih oroof of contract and or tof of Approved for use outside HVHZ.,Yes ln.sDection.od Impact Resistant:Yes �L15279 R5.0 CAC W4 Listing inte-tek.pdf Design Pressure:+2S PSF/-32 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional Impact- 05/21/2028 resistant glazing are impact-resistant(large missile impact). Installation Instructions FLIS279 R5_11.300159-A-P.ev!6.De, Verified By:Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 127.W+-161EAN-21`153:73,1500,75, Steel Pan(min.25 ga.)Double-Car(92"to 16'0"wide) 190844�,9%42,48,55,4RST,6RST, WINDCODE0 W4 Garage Door 4RSF;dii§r,GD5S,GOSSV,GRSS, GRSSV,ARSS,ARSSVEDSS,EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ-No _&1.5279 R5 C CAC Letter�4ith groof of contract and nroaf-_1 Approved for use outside HVHZ:Yes T'7 Impact Reslsfin�.:Yes k"M FLIS279 TZ5 C CAC �,%14 Listing Intertak.odf Design Presdu&i-+24+SF/=2 Quality.Assurance Contract Expiration Date Other.Solid doors(no glazing)or doors with optional Impact- 05/21/202.8 resistant glazing are impact-resistant(large missile impact). Installation Instructions FL15279 R5 11 101711-A-Re,!15.pW Verified By:Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party* 15279.128 128 W4-18 PAN-21`153:73,1500,75, Steel Pan(min.25 ga.)162"to 18W wide WINDCODEO W4 190,84A,94,42,48,55,42B,488, Garage Door 55S,411ST,6RST,4RSF,6RSF,GOSS, GD5SV,GRSS,GR5SV,ARMS,ARSSV, ED5S,ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ,No FL15279 R"S C C.AC Leiter With Woof of contract and oroof of Approved for use outside HVHZ:Yes Impact Resistant:Yes z'­5279 P.5 C.'_L. 1%(4 Listino Intertek.od Design Pressure:+2S PSF/-25 PSF Quality Assurance Contract!Axpiration Date Other:Solid doors(no glazing)or doors with optional Impact- 05/21/2028 resistant glazing are impact-resistant(large missile Impact). Installation Instructions FL15279 R5 11 101312-A-Re04.od Verified By:Intertek Testing Services NA,Inc. Created by Independent ThIrdiParty: Evaluation Reports Created by Independent Third Warty: 15279.129 129 W4-09 DSIE-11F471:GD2SP, Gallery/Artistry/Expressions.24 Double-skin Insulated EPS(exterior GR2SP,GD2LP,GR2LP,AR2SP,AMP, skin 27 ga.min.;interior skin 27 ga.min.)Single-Car(up to 9'0" ED2SP,ED2LP,4302,HDGC,6202, wide)WINDCODE&W4 Garage Door SFC68,MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ-No FLi,5279 925 C C--NC Letter with ornor of contract and r..00f at Approved for use outside HVHZ:Yes Impact Resistant:Yes _FLI5279 R5 C CAC %114 Li_stinr Tntf,-jtgL_p_d_f Design Pressure:+28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other,Solid doors(no glazing)are impact-resistant(large missile 05121/2028 Impact). Installation Instructions FL15279 R5 11 103969-A-Rev'02.odf Verified By:Intertek Testing Services NA,Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.130 130 W4-09 PAN-2F441:G4S,GS4,G4L, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single-Car(up GL4,GD4S,GD4L,GR4S,GR4L,G4SV, to 9'0'Wide)WINDCODE@ W4 Garage Door GS4V,G4LV,GL4V,GD4SV,GD4LV, GR4SV,GR4LV,E45,e4L,ED4S,ED41., E4SV,E41.V,ED4SV,ED4LV,SS4,SL4, AMS,AR4L,SS4V,SL4V,AR4SV, AR4LV Limits of Use Certification Agency Certificite Approved for use in HVHZ:No FLIS279 R5 C CAC Lettervifth oroof of contract and Proof of Approved for use outside HVHZ:Yes M_s�c�L;Qn�_ d f i Impact Resistant*Yes rLI5279 RS C CAC 1,'-14 Listin,n Intertek.pdf Design Pressure:+25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other.,Solid doors(no glazing)are impact-resistant(large missile 05/21/2028 impact). Installation Instructions FL15279 R5 11 103486-A-Rev0B.nd Verified By:Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 115279.131 httt)s://www.floridabuildillvr.orcr/nr/nr nnn rltl ' =I-RAISED PANEL EH0ms DOmts MDR MGNT SE0 or •OT U-PARS WOW MM 4�y.F1'� REV DATE DESERtpnow MODELS PC, 24 W�" " 1S SHEET 1 OF 2 O it/30/07 ADDED EXTENDED HEIGHTS,COMBINED CLOPAY.HOLMES,AND IDEAL H- OB^D'T 09' Ba 4RSa IC9'TD I3'tD' ? t0 DB OB ADDED U/N 428.488.$SS smm TD 2z3• 7 1 4'O'rD 1910' 11 fO121 OB ADOEO M/N 4F SHD .TO v 6 >P MI' x-10DEt.IP n RUSH u'9 T 13'g• 9 f4 12 0/2008 ADDED'Ii,JHOACE HOUSE'E],0055 00ORS. Ic'o• w i! 13 B 20I0 UPDATED MODEL TABLE. NAx SECTION HEIGHT,EI• ��au4t 14 1/2012 REVISED WIND SPEED TABLE FOR ASCE7-10. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT 15 4 2012 ADDED IMPACT RESSIANT OPTION. NDMIS e5 W 2s W m RESISTANT GLAZING.SEE SECTION B-B FOR CLOPAYc DETAILS, TALL V ' N wlmuEDUTE BIRDS(SEE TAME FOR OM. MAX.STANDARD SIZE IS 42-i/2"x18". IMPACT ATTACMEI w i0a�LIx.trar ALeOr�) RESISTANT GLAZING i a15/B"x14-i/8'. •CARAIAt>eHIMHMW E43s EDSSV A W HO U-D{xg!Try A 2-1-2-1 In PA11OW QE MO U-BAPS SIiORT PANEL ONE U-BIR9 ON NHESIT Eno I Ea I\k \N m VIEY!v 2A W fla.TNiI SREe A1Dgim m DOOR 4 Bxw mH aAt& TDa-L-LOC SYSTEM b O 1Rn,DOtmM a elDltm}. O '� ' +O�tl1°�°"n 3'TALL U-BM F"P�uREP�cq.`o°c� ,SECTION A-ASIDE VIEVA 20 GA GALV.STEEL m°pi MIN.YEILD STRENGTH:50 KSI -I 2"THICK l� 3" xN°Y10°Ao,A °DIRT.. Uoar;}on+�.aw�nr. T F.OA TRH. ��SCcoTi. 12 GA GALV.StEE)..TOP RBRACKET CH ATTACHED METAL � 1R%a SHEET METAL SHIP RAP JOINTS. CREWS. I vlloTION wRs A OPTIONAL CU=WITO LOOK roanON 14 GA GALV.ROLLER HINGE. 1) MAX.DOOR wwrn+1e1-0• --, FACN HINGE FASTENED TO END 'OdAs5i0'9RIOftT RAGED--PANEL SHM.'CA HWSC A SHEET METAL LES WITH (3)CREW55Ni8D(4) SNORF RMSEO-P/RF1 f4 AM APPROVED. 1j4'x3/4'SELF TAPPING SCREWS.SEE VIEW V. AL SCRLYS 1#DENSITY POLYSTYRENE FOAM INSULATION 1-5/16-THICK WITH VINYL HAIRCELL fv BACKER(INSULATED MODELS ONLY) 3'TALL x 20 CA GALV.STEEL U-BARS IN 0 o A 2-1-2-1 PATTERN (LE.TWO U-BARS 25 G4 MIN.CAL,.STEEL SKIN ON BOTTOM SECTION,ONE U-BAR ON NEXT +a Nwts ,A-�'-'- ^�`-'R WITH A BARED-ON PRIMER, SECTION, ETC.). EACH U-BAR ATTACHED .titW_1E - .r ATOOPACBAAITfEOAp-PO�EDPOLYESTER B `ITH(2) 1 4'x3//4"SELF TAPPING SCREWS SIDES OF STEEL SKIN. PER SMILE�OCATiON. rm oom tams OR Datms THE oc m Ip+m Fmt THE wTMAIE Am vm unts,fam A=mm TO THE HomA ovum ow OR THE N'L�'°POOL °" 13 GA.CAW.51E0.BOTTOM BRACKET. A54)-t0)FOR DOE Fw1mRq ODiMIOIai 0 4�iA .,E waOmD.2)DOOR MS r OF WM w m WO01 OD"ME,3) ATTACHED WITH(2)#145/8'SHEET METAL SCREWS. AHF ROOF SiOF4 NQ a)TFSTDIO w ACtXAAtvaE MrM AE,ro.me-Taaae OAIaAAmw m A awmD ALUMINUM NNVI WEAATTHE EXTRUSION T'IMFi590H+i.AMY LaTOL sUFao D�ww in fE6 130 tw 3.3 SEE SHEET TWO FOR °SI r,c D a,C D L e a,C a u _ - IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN LOADS'f24:0'PSF-&c 24.5-PSf AND STANDARD CONSTRUCT DETAIL "'13'; , WAN NOWNEtNF er Lr BY m w �-----TES . 37.0 PSF - �-'----=--•�.__.' TRACK AND JAMB DETAILS. WINDL AD RATING HAX I=SIZE. clap ay MPG: PAN-2F153 (''W' - 16 0"V�i x 16'0'H WT0 1 3 B7 TESCRIPTU)W- // CLASSIC AND-CH RP STEEL PAN DESIGN ENGWEER:MARK N15TERFlELD,P.E. BASS DUKE 4504 DRAVk DY' DOUBLE CAR. 16'W +24/-24.5 PSF w p,E r4BAgg' Building Products MASON,0H 45040 JAC NC P,E I23&T2. c'Qm a (513) 770-4800 CHECKED DTI 10 DRAY)NB WHBM VfE2 TEXAS P,E/O1St3 a.—C.RwrADo.All Right.R..;L (MWW 101711 IBA. 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CLOPAY ,W4t.£RT• M. y S5ef8761 REtFR TO OASw TDS-tel.A llC4TtS@ OE9ON HUMS ANOA�OONFIwMTKM9 m MPROVE ALTERMTE FAsI@Ot9 'ARTISTRY• AM AnnvDEAL / MARRIAGE HOUSE' EDSS EMSV PREPARATION OF M W GRIM SNORT PANEL STOP I00OO/0 HI OUOII L'bTALLFR_(@.SUIT)-----..,�_. 2d YELLOW PIKE JAM 20 CL'UK GAM-STEEL ENO MAE _..._...___ 20 GA.CALY.S M!TM SIRE t2 CA.CAM. 7"0 fONPAW.i9 F 70 WOW JAW WT111 ONE a a•PERye•LM SWEW W G ASTE TO TPXH 8JE PER TIC1C1!BRV.TQ:t. tUAE FAiIENfD TO S0tE5 7 IM m.RWNO PUSMNT teNl(4)�14d/r SHEET IMPACT RESISTANT ASSEMBLY pETAILS r m(oTE PER Ro1uRy YEra 7A70Y9. DRAVANG 10171 I-A 2'2-A V.S`MM VACK FAFTEALm tp .14 CL GALY.ROUS t1O M EACH HINGE /2 aA NLY.WEEL WALK WArxETe. fAS'ENm TO Do mm WRN(4) WlOA1�R,A(2tm m[AWTS EO M119 /11d/e'6NEET YETAL SCREWS AND(4) !'14IE:TRACK CONFIGURATION SEC7)ON 8-8 QMPAC�/T^'-RESISTANT GLAZING OPTION a���4T Ile 8WDlLEu,Rrtls, 1/4�j4•�Tom" oDtE9kNo1'/THE ACT OPENING WIND I1y�pf•a 2'10 PALL SHORT STEP STEEL ROLLER WnH LOAD RATING OF THIS DOOR. S=OR�1n HORTONTAL TRACK SUPPORT Ur mamulalm Bel DOOR INSTALLER OO SVIO-Y(1 8•TALL OO6RS AND UNDER �..� Ww-ONOmxAAL O (�iNFPIAq!�f�AtADq ! ie CL O,LLV.SRDL FL/4T GRACKLE F}iR TOP BRACKET )-• CCMPXK FRONT MAX P6 of W Be� 13 C[CAM ro Ho00 JAYD rr. DDU LE HOR12DNTAL MSt ON 7FARiEDOaNtW�O.RDWCE NON WI4EtR tMM1DINO WOES"FOR THE lOAW {0)sltOkl-S/8•WOW IAO sERLY2 K mAxxc scwxr(NEW, SON AND"WAR, WACT RCStSV1O pOOR OQIlR AI Ol-.mA 1 POLTS7TR[NE RETAOER fAtTOmt 10 TRAt1E tTal NOCM LOW HEADROOM OPTIC SICA4= OD)/e•]/P PAN II(ID 7A160E SGENS. S CALK STEEL iTU.t1L Mm a CtAR4 LIIN.INCK iNICIWE55:A80' - IMPACT-RESISTANT CONSTRUCT)ON; 7'3C4 5d1D WORT tRADfiO OR DOORS WItH OPTIONAL 61106T-iEE�MNT 4A2RM ARE IbACM1 UAECtgll-YO@m POLYCJA80NATE FRONT FRAYS Atm 7YW.2-1/25N12 GA GLV.STEEL 1RKK BRACKET. QATOIO 19 CC UDN/SLK2402T•AN AMOVED CC2 KaW Of ACCOROANCE WRN (4)tAAGC DRACHETS PER SOL 2we. d�L DmlD t,R_w�'MK ETRIRC DOOR ASS619.Y iLSTALLFD 41 WYPLIAHCE WI1H T1A5 SECWN YEE1$THE WRLD LOAD REDUWEYENI9 OF iNE FLgOW eU1WN0 CORE AND IHImNA to TWA". r TR,U7r_ Ayx��ya COD! REE}9 TM OiPACT-RFSESTIRT FEGVAdiEEOg{t;kT.CNIAPTER t4 NUR& HORRONAL TRIAL SUPPORT BB{{ STANDARD ASSEMBLY DETAILS DYER R TALL_INSTALLER QO SU1O DRAWING 1*171 11-B TI—- 1e Wgm Wz .SECTION 8-8 (NON-IMPACT RESISTANT GLAZING OPT)0N1 (m))el16N,- sAD WWWkeK.WErR N Nmaom,i l iiDpwaLs91W—.Dw"Ya. fNOM}DAME YfOH U.Y.COATINO ON OUT=SURFACE Y ARAM 2-1/21@ QA GKV. iPACH BRACKEY. NOTE THAT FRONT iTNYC B NAflROW1A THAN Y IRMlt NE1p(EP"PFR ySIDEN TO 10'11 v, IYDACT-REWANT FM4E. � 0•TNACIL SRitE PER SDE SIR•A tY FOOiEt. 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RATE, RlSMW IiEDUiTRD1ENr FTx:WWroti6PHE DEORS REaDxs 1/3/97 DESC.RWTEGN'-CLASSIC-AND;CH RP STEEL PAN (TEST ctAIPUE fe iHC/OC) GRMp N/E g1 EH WES1EAFfID•PE% Building Products )8585u OH�50Y40 DRAWN DY' JAC DOUBLE-CAR, 16'W +24j-24.5 PSF IEVAS C P.E/23= Cam o n (513)770-4600 DRAWING NUNDER� TrErH P.E IYts1J Cfoycr CRTPO V-AU RDhtn Reamed. CHECKED SYN MWW B 101711 IBC 4 G[L RUDD A PRODUCT OT APPROVAL 15279