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HomeMy WebLinkAbout08-8669 CITY OF ZEPHYRHILLS 5335-8TH STREET ry (813)780-0020 8669 BUILDING PERMIT h�:s Permit Number: 8669 Address: 37244 NEUKOM AVE LOT 208 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0170-00000-2080 Improv. Cost: 5,325.00 Date Issued: 12/22/2008 Name: LONGWORTH, WILLIAM & SANDRA Total Fees: 90.00 Address: 37244 NEUKOM AVE LOT 208 Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/22/2008 Phone: Work Desc: ENCLOSE GARAGE AND ADD 6 VINYL WINDOWS TO EXIST SCRN RM BAHR,RANDY KEITH BUILDING FEE 90.00 FOOTER 2ND ROUGH PLUMB MISC 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: 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." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ti00 pJs. ' ' "STO C AT '�A���EX'�.•a �HISpIS RTiFY T A'f 71 F EGOING IS A 1111111 11111 liii!11111 liii!11111 11111 11111 11111 11111 11111111 TRUE AND NT ON FILE OR'OF j B ECT co E C-R�GORD i�I,TIIS OFD ' ITN SS MY 2008180499 I HANp A1FICIAL'.SbJ�I T DAY OF Rcpt: 1218490 Ree: 10.00 2 DS: 0.00 JED P17ffitQ1p0IRCUITCOURT 12/22/08 IT: 0.00 BYZ__DEPUTYCLERK Dpty Clerk NOTICE OF COMMENCEMENT JED PITTMAN. PASCO COUNTY CLERK 12/22/08 11:40am 1 of Permit No. OR BK 7987 PG 926 Property Identification No. 3y di'-dl7O- daL -didI) THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal description:) /e/4r ZOM—P4-3 A SJ'4 /dd £eld/ t7R t tW b4, /mss/ a)Street Address: 3 7o24'q174(J /h Ze �/ 2.General description of improvements: " Q e 3.Owner Information l/t f �il_w?2h �' ,y12 a)Name and address: /l�/Q/YI L /ijLC.�'�/f 7,i-yy (/,/Qm 4 zej04th4 , J�y/ b)Name and address of fee simple titleholder(if other than owner) -�— c)Interest in property "-4Contractor Information _ //',I / / / a)Name and address: _ y __ • C (�9J )';i Al d Ze�fJ,.y�^i≤Jif 'r / b)Telephone No.: Fax No. (Opt.) 5.Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: Fax No. (Opt.) 6.Lender a)Name and address: Phone No. 7. Ic;entity of person within the State of Florida designated by owner upon whom notices or other documents may be served: ' a)Name and address: b)Telephone No.: Fax No. (Opt.) 8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a)Name and address: b)Telephone No.: Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. G STATE OF FLORIDA COUNTY OF PASCO r Signature of Owner or wner's tlriorized Off'c /Director/Partner/Manager Print Name The foregoing instru nt was acknowledged before me this /JA day of A&Ai zi- ,200" ,by //l /f9 !o/t41yi as (type of authority,e.g. officer,trustee, attorney in fact)for / (name of party on behalf of whom instrument was executed). Personally Known Y OR Produced Identification Notary Signature S.t2 — Type of Identification Produced Name(print) 3 &€ , h11 11j Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 4'% Signature of Natural Pers ignin bove FORMS/NOC,rvsd2007 OTARY PUBLIC-STATE OF FLORIDA Stacie Hartwig Commission#DD652189 \,,,,,S Expires; OCT.16,2009 BONDED THRU ATLANTIC BONDING CO.,INC. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: /` .,v. Site: 372 9ç6 Permit Type: 2 x 2 r d(� /ci sf G P Approved wino comments:❑ Approved w/the below comments: Denied w/the below comments:) // c ❑ This comment sheet shall be kept with the permit and/or-plans. gi Kalvin S' 'itzer_ aTniner Date Contractor:and/or Homeowner (Required when comments are present) o1 J-( u-UUZU IL y VI Z-VVI lyl I I VI IIII\. .l+l+••�-••_• Building Department Date Received Phone Contact for Permitting �I 11111 II I liii.I lIIIIl liii l lull I ullullululll 11111 11111 lii II I till I liii It II 11111111 II II I 11111 Clii 111111 111111 IlIllIllIllIl .lI,llllllll Owner's Name J1//iat ájd/'jl�C Owner Phone Number I iii- 39S-8/,2J' Owner's Address 3 7 °W1/ n eU/1_.O'D'1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �j ? D JOB ADDRESS 37 a-Sl 4�� � Ze ''. p/ `3 y/ LOT# �s SUBDIVISION '0M" /JGPIZOIlJ ph-3 PARCEL ID# 3S�-c�5 0/7d"'0 ,'c)d O.4fO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT LI SIGN MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME L STEEL OTHER DESCRIPTION OF WORK Te &c/ .se CJ/ ')L c'L-L11 a4t /� BUILDING SIZE SQ FOOTAGE I HEIGHT 1TI uuI1I'IIIII II'IIIIIIII 11111111111 11111111111 lllIlltlllhl 1F'lTL 111111111 uiii'I hilT'IuIIIIIIII 1111111''IIII1II1IIIt,uullllllll liii IllilTTilliT BUILDING $ � ? VALUATION OF TOTAL CONSTRUCTION LII ELECTRICAL $Q,t' L�.l AMP SERVICE E PROGRESS ENERGY Q W.R.E.C, Elli PLUMBING $ n1 )CO. PERMIT "ERV;c.l~ 813j 7f8-L314 LIII MECHANICAL ($ VALUATION OF MECHANICAL INSTALLATION FAX 1- 6-34-734 EIIII GAS 0 ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES ONO -I-I 11111111111 11111111111 11111111111 11111111111 11111111111 111111111 1111111111111111111111111111111111111111111111111111111 11111111111 111111111 � - Tic . BUILDER COMPANY f SIGNATURE 1yut1'` .,/ lI �J,,/ REGISTERED Y/ N FEE CURRENT Y/N Address /Ia6ir �`d License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENT I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address License# F MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT Y/N Address I License# 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,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)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,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. I I I I I I Ill I I I I 1 1 1 I I I IllIl Il I J JLLJ I!LLIJ11 1 JJ 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 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 is considered abandoned. justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job\ 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. FLORIDA JURAT(F.S.117.0 ,'4.i c/3 1101 CONTRACTOR C� tC OWNER OR AGENT Subscrib d and sworn to or affirmed befpre,me this Subscr ed and sworn t or affirmed)b fore me this cly�Q('�e LvlS I dory J - ham ! Who is/are personally known to me or has ave produced Who is/are personally known to me or has/have produced as identification. ---�-a5 identification. Notary Public,> f1zitt 7 -it Notary Public Commission o. Commission No. ed aR, Name of Notary typed,printed or stamped Name of Notary typ p ted stamped ., O O I-' 1 -I0 - NOT A PART OF THIS PLAT - irn � @oZ O ) D W ono iSl� Nx VJ CD = o 29.8a'03P& 30.19' (P)&( .� N co (F) 6' CAL Q O _ - 7' Masonry Wall 5' Wali Easementy— o (.1 .1 . : D W) w cn pm m N� 0T Q wm n _ m 7.3' fIJ D n G) O o ra N� MOBILE HOME N m RES. #37244 o w 0 p : AOD 1x>vL m !D 1 WJLNt Y/. CD 75 32.9' 0.3' O E o -P _ "CI - -n /a. 7.5' �F7 PIZD�; A r 'i Cr.!'l � tc w r' U m N Oa c N. 00, O 0"E, 60.00' (P)&( to 3' Cone. S/W NEUKOM AVENUE 40' Pate RCN 2' Asphalt 1 rn „ D T O " Building Schematic-Pasco Co. Property Appraiser http://www.appraiser.pascogov.com/search/traverse/showtray.asp?t... Double-Click on the schematic first, then click on the action button below Original drawing Zaam in Zoom Out I Pan W45 BAS=121 S27 N27 W12 E45 W12 FSA=144 S1?�r N12 E. j N12 N12 W v arc C.4"O r Nr2EQO!vS FCA=420 FST=1 12 SB N8 OA/C k'2/ T1/ 1 of 1 12/10/2008 9:08 AM 11/8/2007 12 : 23:49 PM Amanda J Heelan PGT Industries Page 2 #10 SMS @ 12" O.C. INTO EXISTING APPROVED SCREEN ENCLOSURE MEMBER Q EXISTING APPROVED SCREEN ENCLOSURE MEMBERS. EXISTING APPROVED SCREEN ENCLOSURE MEMBERS. #10 SMS @ 12" O.C. INTO EXISTING APPROVED SCREEN ENCLOSURE MEMBER TYP. VERTICAL 4 TRACK TYP. HORIZONTAL 4 TRACK NOTES: 1. THIS WINDBREAK HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION 2. THIS 'REMOVABLE WINDBREAK' 1S AN ASSEMBLY OF SOLID VINYL AND ALUMINUM PANELS INSTALLED OVER AN EXISTING APPROVED SCREEN ENCLOSURE. IT SHALL ONLY BE USED ON BALCONIES, PORCHES, TERRACES, NON-HABITABLE SPACES, ETC. WHICH ARE NOT INTENDED TO BE GLAZED OR CLOSED IN BY WALLS, BUT WHERE A WINDBREAK IS DESIRED. THIS WINDBREAK SHALL BE REMOVED AND PROPERLY STORED AT THE ISSUANCE OF A TROPICAL STORM OR HURRICANE WARNING. 3. THIS DRAWING APPLIES ONLY TO PGT PRODUCTS. Revisions Tolerances Unless (Doted: )—PPd0te notes D-B_ 2L1 1f02 Froctions: t 7/64 IW JNFo> a►raN DOOM OR(TA COVTAN D Decimal,00.' t .Ol hVW 1S 7W EXCiL f PROPERTY OF POT 6) update notes Decimal.000 t .005 AND ARr NTW. Anguloc t 1' DDCUAiENT AMY BE USED OR REPRODUCED IN Series,4odel: ANY FORM ViRJOUT1HE EXPRESSED"ITFEN INDUSTRIES Vert 4T/Nor. 4T T AVOus?RS ° °' Description: Anchorage } Revsd g),,• Dote. Chkd Ery: Dote: Typ. AnchorQ e for V4T & SS 4T L.T. 72/20/05 PCT NO: VENDOR N0 I Scale: I Sheet Drawing No. Rev: Drown ey:D.B. Dote3/25/98 1 of 1 2043 o O `p o E o �^ o 0 aD O .J^D O D D' D^ 0 ���1 J y y CU? 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Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 . „� (352) 368-6922 ext 206 Nancy@cws.cc •FREQ 14T1 V ASKED Qus"Ic"s •AWU'r0 1t$0C raar Authorized Signature Nancy Haldin •a-MftTW tmy Nancy@cws.cc •VPECTOR GEIVE`FtAL WW Technical Representative • Address/Phone/Email •CONTACT lit 00UR tlalo Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Referenced Standard and Year (of Standard http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N0XQj... 9/11/2006 I- Z ' w z Z w w O = W Z 2 W W hO W nd Q Cl) ZU) z u. 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O0. O, O � p.: p O cZi � N 79.25" MAX. PANEL HEIGHT No rn cn MAX. •75" PAD 81.25" MAX. OVERALL FRAME HEIGHT 1.25" MIN. EMB. • .25" MIN. .25" MAX. SHIM �•.- w COUNTERSINK N N � 0 63.125" MAX. .15" MIN. O.LO. C-SINK va � � W n a , .O. . •o O p po .0 a' 6 79.75" MAX. OVERALL PANEL HEIGHT PRODUCT: W "CONSTRUCTION SERIES" THERMA-TRU CORPORATION 6" 8 SINGLE & DOUBLE Qi NP y N y '� IN—SWING STEEL DOOR 1687 WOODLANDS DRIVE Im a i i °' m. PARr oR AssEueLr: MAUMEE, OHIO 43537 w a NO DATE By VERTICAL CROSS REVISIONS SECTIONS PHONE 800.537.8627 L Sl1v130 2' SN0ISIA3a i i wl LZ88'LCS'008 3N0Hd SNOI1v001 ONI210HONV A9 31tl0 ON 9 q \ ' 3 LC5C 7 0IH0 r33WnVW :A19?3SSV aO i d ' �° ^ ° 3A180 SON '1000M L891 2!000 1331S JNIMS-NI ₹ n z $N u l 319(100 V 310NIS 9-9 _' p NOLLY iOdao0 nal.-vwa3Hi „S3lN3S NOI10f1N1SN00„ 3 ° aonaoad O I mW mo �� �¢ Qy N p n ^ X 2 n � n _ L m N ZO z3 wOQI wU, um w w �-m '`'-i V7 LJUJ cnm 2m F-�zi/1(�Y^ J � aim OYT ��x ow om¢az?a x I'� ' 1______________________ -{ I--- •0'6l � � o wY� �� mm m U�pa xOQ „SZ'6 „SZ6Z „SZ6 — wZcn¢�Qy�w Z3aadlacnviin // \• 1 : d1.1 vi,,, N`r ,•, 1 O z I I I l I —T7rr___tt L,J� O� m Rio „0'41 w N l 11 Q 1 I I I„r I I Ir.r x w In n ° 3 O 7 O I © I I 111 I - S0ld4 t�„9 III tO ) V U I.r,y f,.r Ir.i .I I l O l I 1 PPP n in „SLC 6C „S'S v, a n w 0 zz wV) riorlda Building Code Online Page 1 of 3 p4 I JLr BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff B- )Product Approval USER: Public User Product Approval Menu > Product_or Application Search > Application List > Application Detail FL # FL4971 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 djoyner@amarr.com Authorized Signature Danny Joyner djoyner@amarr.com Technical Representative Danny Joyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 djoyner@ammarr.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Regis Licensed Florida Professional Engineer Evaluation Report - Hardcopy RecE }lttn I/'F1rr rla1'iiil/linn n/1—r/,— ,1+1 n . 7,....,.,,,..,.—..,!'!L�[TVII��,�.Tl...a._Ll.fl/'71_�,r____' 7A it7 n in�n nnn STRUCTURAL SOLUTIONS, P.A. Structural Engineering ■ Investigations ■ Consulting July 26, 2005 Mr. Danny Joyner Amarr Garage Doors P.O. Box 288 Winston-Salem, NC 27102 RE: Garage Door Test No. IRC-6016-120-15 Test Dates: 11/7/2002, 5/25/2005 Amarr Garage Doors Project No. 05-035 Dear Mr. Joyner: Enclosed are the signed and sealed reports covering the static pressure tests conducted at Amarr Garage Doors, Kernersville, NC, which I witnessed on November 7, 2002 and May 25, 2005. The method of testing was in substantial conformance with the procedures described in DASMA 108 and ASTM E330. The pressures shown on the drawings were determined and calculated using ASCE 7-98 with the following parameters: Basic Wind Speed: 3-second Gust Wind Speed 120 mph (Exposure B) Location of Door: 5 feet in Edge Strip Mean Roof Height: <30' As described in the attached report, the Amarr Garage Door Model Nos. 600, 650 and 950 meet or exceed the above testing criteria. ujuR1- S,P.A. Pre3iRQ$! I t f 1ttl�ts . 5921-G West Friendly Avenue■ Greensboro, North Carolina 27410 ■ (336) 856-2686 ■ Fax (336) 856-2687 Page 1 of 2 Garage Door Test for Structural Performance Test Dates: November 7, 2002 and May 25, 2005 Test Location: Amarr Garage Doors Kernersville, NC Manufacturer:Amarr Garage Doors Description of Test Specimens: November 7,2002 Test: A 16'-0" wide x 7'-0" high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21"high galvanized steel sheet. The bottom three sections were reinforced with two(2)3" x 20 gauge galvanized steel struts located at the top and bottom of each section;the top section was reinforced with one(1) 3" x 20 gauge galvanized steel strut located at the center of the section. The door sections were connected together with one(1) 14 gauge galvanized steel end hinge at each end stile and one(1) 14 gauge galvanized steel center hinge at three of the interior stiles as shown on the drawing. Garage door Model No. 600 manufactured by Amarr Garage Doors was used in the test. May 25, 2005 Test: A 16'-0" wide x 7'-O" high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21" high galvanized steel sheet. Each section was reinforced with two(2)3" x 20 gauge galvanized steel struts located at the top and bottom of each section. The top section contained long panel glazing. The door sections were connected together with one (1) 14 gauge galvanized steel end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at three of the interior stiles as shown on the drawing. Garage door Model No. 600 utilizing the long panel arrangement manufactured by Amarr Garage Doors was used in the test. The test units are further described on drawing IRC-6016-120-15. Witnessed by: Danny Joyner-Amarr Garage Doors Thomas L. Shelmerdine, PE-STRUCTURAL SOLUTIONS, P.A. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls,and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was framed with shop welded steel angles and covered with 3/4" thick plywood. The door was covered with plastic sheeting to prevent leakage of air pressure. At one end of the enclosure, a "Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. STRUCTURAL SOLUTIONS,P.A. Page 2 of 2 Structural Performance by Static Pressure(ASTM E330&DASMA 108) The specimen was subjected to the following structural loadings and durations. Positive pressure was applied first, and then negative pressure. Test pressures were based on a 30' mean roof height for 120 mph(3-second gust)with 5' in the Edge Strip(Exposure B). Test Procedure Step 1. Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2. Unload the door for 1 to 5 minutes. Step 3. Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4. Unload the door for I to 5 minutes. Step 5. Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Test and Design Pressures (Positive Pressure Applied on Exterior Face of Door, Negative Pressure Applied on Interior Face of Door) Test Pressure +32.7 psf Design Pressure + 21.8 psf Test Pressure-37.2 psf Design Pressure-24.8 psf Observations No failures occurred as a result of the noted loadings. The door remained operable after both tests. Summary The 16' x 7' Model 600 as described on Drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to'the construction of the 16' x 7' Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with Drawing IRC-6016-120-15: • 16' x 7' Model 950 doors(which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 10' to 16' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14'-0" • 16' x 7' Model 950 glazed long panel doors(which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) •.:<:.1S": " to'16'-0" wide Model 600, 650 and 950 glazed long panel doors with heights of 6'-6" through 14'-0" red�ll�I�t'I,,,,, `�y..=[�t•t ' _� fly, •,.! • •"7g /f .• fitted y.., 7.J` '� ' ICTTAL `RNS,P A. •� PE r69i4p l t�.asa`` Florida Pk 0048579 STRUCTURAL SOLUTIONS, P.A. �dr�" � as :� � � ' m rAi • c < x Z m R� fop :d y to -11 : : : : ALLF Sm A: mNN NyQ > m m nertii QUA e nQ`> i o z 'Hi o ~o o aVii n: 2 g p y �v z�� m • m • • y Qp�5� �i 4 g x m NY N4i ti : 6 1j • ct>P'a 3'� Via _ -; ' �si ���� � � B {ea" b f> ape y- _!9 Q� bro 5 IFS !�' ue•-1� !; . 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