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HomeMy WebLinkAbout10-10238 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10238 BUILDING PERMIT Permit Number: 10238 Address: 6212 18TH ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02- 26 -21- 0190 - 00000 -0480 Improv. Cost: 2,182.32 12 Date Issued: 3/15/2010 Name: ADAMS, DAVID Total Fees: 60.00 Address: 6212 18TH ST Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 3/15/2010 Phone: (813)780 -1039 Work Desc: REPLACE SINGLE DOOR UNIT/ DOUBLE DOOR UNIT SIZE/SIZE L s N 1. N 60.00 —6rl iJ Gil • - H MB ? M i= �� U I• IL 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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 permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." Ir 1 • CONTRACT. R SIGN • TURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Pasco County Parcel: 02- 26 -21- 0190 - 00000 -0480 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, March 06, 2010 Parcel ID 02- 26 -21- 0190 - 00000 -0480 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Final 2009 Value ADAMS DAVID M Ag Land $0 6212 18TH ST Land $24,869 ZEPHYRHILLS FL 33542 -2786 Building $67,873 Physical Address Extra Features $688 6212 18TH ST ZEPHYRHILLS FL 33542 -2786 Market Value $93,430 Legal Description (First 4 Lines) Assessed (Non - School Amendment 1) $93,430 See Plat for this Subdivision 1- Taxable Value $93,430 ZEPHYR BREEZE PB 14 PGS 141 -142 LOT 48 OR 8118 PG 1341 1 Land Detail (Card: 001 of 001) Line I Use escription I Zonin I Units I Type Price [Condition 7 I Value 1 0100 I SFR 00R2 7,536.00 I 1 $3.30 r 1.00 l 869 I Additional Land Information I Acres II 0.17 II Tax Area II 30ZH II FEMA Code II X IlResidential Codell ZEBZLP1 I Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1979 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repi. Cost New I 1 I BAS II 1,068 I $71,236 I 2 I FEA I 168 II $7,871 3 i FGR i 48 )I . $7,671 4 FOP j) $800 I Extra Features (Card: 001 of 001) I Line L_ Description Year I Units L Value 1 DWC 1979 400 � $238 $450 2 DCFENCE 1996 636 -- 1 Sales History I Previous Owner FUNES MANUEL A & DELORES Y Year Month Book /Page Type Amount I 2009 II 06 II 8118 / 1341 11 WD 1) $87,500 I 2008 _ I 07 II 7880 / 0214 I) . QC II $ I I 2008 ) 04 II 7831 / 0223 )I WD II $80,000 I http: / /appraiser.pascogov. com/ search /parcel. aspx ?sec= 02 &twn= 26 &rng =21 &sbb= 0190 &b... 3/12/2010 813 - 780 -0020 UIty of Lepnyrnills Hermit Application raA -o i o- I ov - vuc., Building Department ill D n; r C A o 7 Date Received r Phone Contact for Permittin ! �0(3 z6g -_ 9965 Owner's Name DAU-c_ Adio /Y'' S Owner Phone Number D c� r3 - 7 ko - /03 9 Owner's Address 621 / v TA S / 2 - 1i //S FL 3SS V2. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ( -2 1 ) /) T7-1 ST 2-cPA y ahi, /ls Fz 3 3 'S LOT # 4 --/-F SUBDIVISION Z ph yR � f - e 2 � PARCEL ID# 0 V - - 2b - ; - . 6 — 0/9 — (9 D 05 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I 1 SIGN ( J MOVE ( J DEMOLISH INSTALL REPAIR PROPOSED USE 1 1 SFR ( 1 COMM ( 1 OTHER ( ( ,f't>4c.r.a .;.1v„T TYPE OF CONSTRUCTION 1 1 BLOCK J 1 FRAME ( ( / STEEL 1 1 OTHER DESCRIPTION OF WORK r2e42//)cE (S: (JSL .D00,2- (-1/J f 1 0o u6Ce. Lec,2 ,,,,, . 2 c/S, Z-v___ BUILDING SIZE • SQ FOOTAGE HEIGHT BUILDING $ /-\/ - / G'1 i •3. VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ /\ AMP SERVICE ( 1 PROGRESS ENERGY 1 1 W.R.E.C. ( PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS J 1 ROOFING 1 1 SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA ( JYES J JNO 131 Hetev BUILDER f � ' An-tin C1l- -c(-t.l�Z� c7 z ZDL / COMPANY SIGNATURE ' I-4-r) me Ceri +erg �viC REGISTERED FEE CURRENT 1 Y / N J Address 3S2_9SOA, vek Ste" L/36 ©2,j .4nrs1 License# C_6ACt.5O0+1 ELECTRICIAN /�L 3� C SIGNATURE REGISTERED J Y / N j FEE CURRENT J Y/ N J Address License # PLUMBER COMPANY SIGNATURE REGISTERED J Y/ N J FEE CURRENT 1 Y/ N Address License # MECHANICAL 1 COMPANY SIGNATURE J REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/ N J Address I 1 License # OTHER COMPANY SIGNATURE REGISTERED Y / N J ( FEE CURRENT J Y / N Address ( 1 License # l 1 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, COMMERCIAL Attach (3) sets of Building Plans; (1) set of subdivisions/large Energy Forms.R i0- W new construction. Minimum ten (10) working days after submitta! date. Required onsite, Construction Plans, Stormwater 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 $5000) 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 (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter If on public roadways..needs ROW 1 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 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 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 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 - 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. - 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, thejob 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 NDVOR AN ATTORNEY BE • RE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA J T ( .S. 1 3) OWNER O AG T I 114A...1-4 11 - iAN.. CONTRACTOR Subscribed a • (or - fflrrm�e�d) befor= me his Subscribed and sworn to (or affirmed) before me this by < of Lj- /VI , �e-- b y Who is /are personally known to me • r has/have produced Who Is /are personally known to me or has /have produced 7 1te C* identification. _ - as Identification. L WATSON /, '.' „� ,,, MY COMMISSION N DD 917155 Notary Public `�, Notary Public EXPIRES: September 17, 2013 Commission No C• • • •' 4 A , /i ; Name of Notary typed, •• t • • sl Name of Notary typed, printed or stamped PERMITS R US 813 - 269 -9965 (PHONE) 813 - 269 -9902 (FAX) FACSIMILE TRANSMITTAL SHEET TO: FROM: Permitting Monica Watson COMPANY: DATE: City of Zephyrhills Bldg. Dept. March 9, 2010 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE Adams, Dave 6212 18 Street Zephyrhills, FL Permitting, Attached please find a permit package to replace 2 door units (size for size). Please review & let me know when the permit is ready so I can send someone to pick up. Thanks, Monica 1F • _ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: I-OW e& Date Received: 3-/O-/O -- /( Site: 2 2(2 s / ek V Permit Type: PP l aCe SI B k i / d J 3, z,e(crize_ Approved wino comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall b- ept with the permit and/or plans. ,%------(40, 2. -,---/ 6) Kalvin Switzer" ans Examiner Date Contractor and /or Homeowner (Required when comments are present) (4 ... LV 1 V - VV - VV 1V. VI., \ IVi-r V.✓ V ✓y iyyy 11 v y .. . .. .... .. .. - , _ Q 1.1� is WW < t w m�ri I O-1 QrQW '' c aa) - rill z-o 2 13 co 14 a N cJm.. i v ci o mr z .. p� = O O � w N I N O m o '* I CJ 1 D » a$Rro C 0 _I M 3 8g 53 -4g w - ° u)� ...� co a 0 a = g a w �i og� n3 n n r a t 3 3 r = o vO O� ca � -1 � u� e r a 0 v ao ��' m el _ k= O m m m m rn 0) o m 7Cb �.. N -0 m m as „m w � N - v ir , m 0 O `� c. '� `a c o o N 0D 0 70 cn w w g - 3 33 a N o - o O x v w 0, a z F o ...1 co .. 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TLORIDATsUILD F NATIONAL ELECTRIC COD VAILING CODE CODE, E Address /Phone /Email ,R A NT rry OF ZEP IYRHILLS ORDINANCES Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http : / /www.floridabuilding.org /pr /pr auto dtl. aspx? param= wGEVXQwtDgteluIwHNbblSciO %2bawgLuXk... 3/8/2009 Product Approval Method Method 1 Option A Date Submitted 12/23/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/05/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side - Hinged 6' -8" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +76.0/ -76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Opaque Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3' -0" x 6' -8" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG- MA- FL0128 -05 for details. 4904.2 Wood -edge Steel Side - Hinged 8' -0" Opaque I/S and 0/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/ -70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG- MA- FLO129 -05 for details. 4904.3 Wood -edge Steel Side - Hinged 6' -8" Opaque I/S and 0/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF httn : / /www.floridabuilding.ora/m /pr app dtl. aspx? param= wGEVXQwtDgteluIwHNbblScio %2baWgLuyk... 3/8/2009 • Approved for use outside HVHZ: Yes • Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/ - 55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Opaque Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 6' -8" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0128 -05 for details. 4904.4 Wood -edge Steel Side - Hinged 8' -0" Opaque I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +45.0/ - 50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0129 -05 for details. 4904.5 Wood -edge Steel Side - Hinged Opaque • /S w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.0/ - 45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0129 -05 for details. 4904.6 Wood -edge Steel Side- Hinged 6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date http : / /www.floridabuilding.org /pr /pr app dtl. aspx? pararn=w GEVXQwtDgteluIwNNbblScio %2baWgLuyk... 3/8%2009 Impact Resistant: No • 12/31/2010 Design Pressure: +50.51-50.5 Installation Instructions Other: Evaluated for use in locations adherincj to the FL4904 R3 II FL4904 6 8 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 6' -8" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO130 -05 for details. 4904.7 Wood -edge Steel Side - Hinged 8 Glazed I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF Ap for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +40.0/ -45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. 4904.8 Wood -edge Steel Side - Hinged 8' -0" Glazed 0/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +45.0/ - 40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. httPil/www.floridabuilding.org/pr/pr app dtl: aspx? param= wGEVXQwtDgtehuIwHNbb1SciO %2baWgLuxk.. 3/8/2009 • • � ; _ o A a ni o Co G ) ID:G A b V n z m n ` -+ JfSC E, = =0 g -i q. m— �o� v "' V r- f .1..,23::§A• v' n v. _. 2 2 b • m ., f C . 1 ° NC m pp x n B '^ Co X X 2 = * t r 'Np N V b9�bq^ . . g — . MAX: FRAME HEIGHT 81.875' n t ,.Wrns b =� ni 63" MAX. bbbbb m D.L.O. 1 NT .tip o I I I 1 1 2 z , r i'uuc�ovaAO bZ °p'rq ®o 1 1-1-t-,÷+ Cm • C 'c m'o'p lo m � : _ I - 066bb 'P = = 0 `lam!\ \. -i G ` , y b y (n 1 1 I I. Ill O � Z � ealop -tomz * •o C ri me bbODb '� - r'- N W i tnm 000 oc�� z O — * 1 w cnaar — - 1 g fa N N N� • - s r - Abb''AA n M m S N r rtrt N A = = ® -�.. = u n Z r _ T . . MAX. PANEL HEIGHT 79.250' 'R 1 R ? ,2f.. " PRODUCT; `EXTERIOR DOOR PRODUCT' MASONITE:INTERNATIONAL CORP. R . F DOUBLE 6'8' OPAQUE z 1H700-EDGE STEEL DOOR 7300 REAMES RD. 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" 0 6" (1 2 P . co ' 4i = V • • ' m 1-. 20. z 7) \_7.17. rn op x 0 iv 4 MORE EQUALLY SPACED O r T, e er " 0 o q, 6" - 1E, 1 -- 41.250" 1 -7-7 1 1 \ 1 / :: 1 _ • 1 :II .6 , , z o 70 - .1 rn 2 (p c _ 0 (/) 5; 0 —I I 03 0 m r 64 ■ V) 0 1 I ° I i. I c: 1 . .. ... — ....-—_—__„......,--- . ri, ip -Imo a. x cZo ql, i 2 o m -I -, 7.375" — — -10 — 31 NI ., 31" ---- i 1 i , ti' 7 1 • 0 r- 1111 /i742:11■•■■•=r -- .. rn w; 0 gPXPM PRODUCT: VITR/OR 00O PRODUCT" MASONITE INTERNATIONAL CORP. 7300 REAMES RD. C 12/15/0E1 ADDED SPACER SWS Mr OR ASSEMEiLY: CHARLOTTE, NC 28216 e 1/2/08 HINGE SCREW LENGTH SWS, ANCHORING LOCATIONS NO. DATE SY DETAILS ' a REVISIONS & . , ;• f N D • J K - I m0A. -I rN - •Imm ^ND D K ma) � ZmCZi)M O ZpX 1 ' jr Z • • O z z k" (14 C 1 D -� N , - 0 0 f*1 B ma) . -,m_° ZOC OOOm O D 73 z �1 o A e C 3 r'1 - 'o Nor °� zv 1 o z N A ° _ 1 CI O .LA o Z D . . 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