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HomeMy WebLinkAboutSUBMITTED PAPERSPermit "---,iber: 1 3. St. Lucie, County -� Building & Zoning Department SC 2300 Virginia Avenue /v R�0 Fort Pierce, FL 34982 N Ed 772-462-1553 UC/C ntY APPLICATION FOR REPLACEMENT OF oU OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: ^ ®' LOCATION/SITE ADDRESS: j� PARrFi. in N1TMRFR: L �i1 O I C 35— - cco �Wmm muol DESCRIPTION OF PROJECT OR WORK ACTIVITY: �M I 4. TYPE OF STRUCTURE: SFR_ r� .SCLmie �O ��rkt MOBILE HOME OTHER 5. OWNERS INFORMATION Name: (- Address: City: State: Phone: gyp. 6. CONTRACTORS INFORMATION FL REG/CERT #: /JI� COUNTY CERT #: Business Name: 1 J A - o::c!C4.-©c.)r-r so. 1p,&LLC Product Table 1606.213 Minimum Design Pressure Design Pressures Manufacture Model Number Method of Attachment _ As per 1707.4.4.1 FBC � R 30 mph 40 mp Garage Doors Zone 4 7'x 8' door Exposure B 29.8 34.6 (, r Exposure C 41.8 7' X 16' & > Exposure B 28.4 33.0 Exposure C 39.9 Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above. Detail of Buck attachment must be submitted with this application. 7. VALUE OF CONSTRUCTION: $ w FEES DUE: 6y. "I ' RECEIPT: '7 1 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construct' n and z rng. 0c0- �' - Qr \ ycA elf PRINT QUALIFIERS/OWNERS NAME SIGN RE OF QUALIFIER/OWNER 1 STATE OF FLORIDA,�ISPER�SONA=L�LL Y u t ACKNOWLEDGEDBEFOREME THIS �_ DAY OF 20 f Y M OR WHO HAS PRODUCED `�F'X� nq)l tVl' AS IDENTIFICATION. BRENDA L. LEA TYPE OR PRINT NA 1T otary Public - State of Florida _. , • c My Commission Expires Jul 30, 2011 Bonded Through Nakral Notary PERMIT NUMBER: ,,)TICE 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. INSTRUCTIONS !'lease complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Overhead Garage Doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: I . LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Overhead Garage Door permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration -Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Overhead Garage door replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 IVU V. J. LV I Vll I I � J 7nlfr VA11111v R BcFs Home j Log In: User 0.egtsbamn Mot Topics I SutrmR Surcharge ! State Q pas i Pubkcanons j FBC Staff j Bet$ $Ra Map Links Search f Product Approval i fl 7 It USER: PubIIC U6er vtC6Rp�`�d!-.Menu > PrtzAusLpt.BpallcallnnSsar�� > AJ2PLGlliR.a_1r91 > Application Oatalt FL k Application Type Code Version y q airs Application Status Comments • + Archived ivaLL' Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florlda Engineer or Architect Name who developed the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date validated By Certlflcate of Independence FL8248-R6 Revision 2007 Approved FILE COPY o/ 0o0 Wayne -Dalton, a division of 41erhead Door Corporation 3395 AOdlson Drive Pensacola, FL 32514 (850)475-6000 gtaylor@Wayne-Dalton.com Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 gtaylor@wayne-dalton.tdm Exterior Doors Sectional Exterior Door Assemblies Evaluation Report From a Florida Registered Architect or a Licensed Florida professional Engineer ,W' Evaluation Report - Hardcopy Received Jeffrey P. Arneson PE-56544 Intertek Testing Services NA Inc - ETL/wamock Hersey 03/06/2020 Dole 1, Kelley Validation Checklist - Hardcopy Received FL8248 R8 C0I Cert I, nd.adf Referenced Standard and Year (of Standard) S-wn"rd AN S1/DASMA-108 ANSI/DASMA-115 TAS-201 TAS-202 TAS-203 Year 2002 200S 1994 1994 1994 http://www.fioridabuilding.org/pr/pr_.app_dt.aspx?param=wGEVXQwtDggjmebg(3bxRy. 11/3/2010 UI;I,/Ud/LUIU/ItlU UL:4L rBI U I I I Ur r-DL rnA 11U, liz Oil JUDO f. UUL BUILDING PLANNING TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE 13301.2(2) MEAN ROOF HEIGHT EXPOSURE , B I C D 15 1,00 1.23 1.47 20 1.00 1.29 I 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 I 136 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE 13 BASIC WINu SPEED (MPH - 3 SECOND GUST) Root Angle y 10 degrees EffeativeArea; 90 100 770 120 130 140 150 Width (ft) McIght (ft) 9 7 12.8 -14.5 15.8 -17.9 19.1 -21.6 22.8 -25.8 26.7 -30.2 31.0 -35.1 35.6 40.2 16 7 12.3 -13.7 15,2 -16.9 1 18.3 -20.4 21.8 -24.3 25.6 -28.5 29.7 -33.1 T 34.] �38.0 For 3L 1 foot = 304.8 man, I square foot = 0,0929 rt1=, 1 mile per hour = 0.447 Ws a. ki effective areas or wind speeds between those given above the load may be interpolated, otberwim use the load associated with the lower effective area. b, Table values aba0 be adjusted for height and exposure by multiplying by the adjumnent coefficient in Table R30I.2(3). c. Plus and minus sos signify pressures acting toward and away from the building surfaces. d, Negative pressures assume door has 2 fact of width in binding's end zone. R301.2.1 Wind limitations. Buildings and portions thereof shall be limited by wind speed, as defined in Fable R301.2(1) and construction methods in accordance with --this, code -Basic. windspeeds shallbe detcmdried from Fig-:_ ure R301.2(4). Where different construction methods and structural materials are used for various portions of a build- ing, the applicable requirements of this section for each por- tion shall apply. Where loads for wall coverings, curtain walls, roof coverings, exterior windows, skylights and exte- rior doors (other than garage doors) are not otherwise speci- fied, the loads listed in Table R301.2(2) adjusted for height and exposure using Table R301.2(3) shall be used to deter- mine design load performance requirements :for wall cover- ings, curtain walls, roof coverings, exterior windows, skylights and exterior doors (other than garage doors). Where loads for garage doors are not otherwise specified; the loads listed in Table R301.2(4) adjusted for height and exposure per Table R301.2(3), shall be used to determine design load performance requirements. Asphalt shingles shall be designed for wind speeds in accordance with Sec- tion R905.2.6. R301.2.1.1 Design criteria. Construction in regions where the basic wind speeds Isom F g= R301.2(4) equal Or exceed 100 miles per hour (45 m/s) shall be per- mitted to be designed in accordance with one of the fol- lowing: 1. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual for One- and Two -Family Dwellings (WFCM); - - 2.-Minimum Design-Loads-forBuildingsand-Other - - ,Structures (ASCE-7); 3. American Iron and Steel Institute (AISI), Stan- dard for Cold -Formed Steel Framing-Frescrip- tive Method for One- and Two-family Dwellings (COFS/PM) with Supplement to Standard for Cold -Formed Steel Framing -,Prescriptive Method For One- and Two -Family Dwellings. 4, Concrete and concrete masonry construction shall be designed in accordance with the provisions of this code or in accordance with the applicable doc- uments adopted in Section R301.2.1.1. 5. IBHS Guideline for Hurricane Resistant Residen- tial Construction shall be pezraitted for buildings for a basic wind speed of 140 mph (63 m/s) or less in Exposure B in accordance with Figure R301.2(4). provisions for design wind speeds of 140 mph (63 m/s) in the Guideline shall also be permitted for buildings for a basic wind speed of 120 mph (54 m/s) or less iD Exposure C in accor- dance with Figure R301.2(4) and provisions for design wind speeds of 120 mph (54 m/s) m the 2007 FLORIDA BUILDING CORE -RESIDENTIAL 3.3 (t6) 48.3/a' WIN / NOW -STRUCTURAL DECORATM1k: STAINt.E55 SCREWS ►CTR OUTER 1MTIDOW TRIM 51AINUESS BPICAED _ RUBEER WASHERS � , \�t/6' POLICARBENA7[ t/8' DEAD GE ULTRACL.IAZE S5G4COOAC 1 _ __ PA STRUCTURAL 1 SEALANT OF EW IVALEHT EAGER STFZI STRUCTURAL _I V j DECCRATbE NNCR / O[TAIL R _ NARK R. BARROW(, VE FLOF20A LICENSE NO. 57168 TEXAS UCEOSE NO. 93119 k:Adfl221MW (6) SECTION DOORS WITH (10) 1 20 CA 60 MSI U-BARS LCCAIED AS WON" (7) SECI" ODORS WIN (9) 3" 20. CAM KS) LN BARS LOCATED AS SHO" (6) SECTION DOORS PATH (6) 3' 20 CA tm K9 U-BARS LOCATED AS SN011N (5) SECTION DD0R5 vATN (7) 3' 20 CA 60 KSI .U-BARS LOCATED AS SNOM (a) SEC-MON DOORS vAT (3) 3' 24D GA 80 KS U-90A! LOCATED AS SHOW! ATTACS+ U-BANS VAT$ (2) i/4-tw7/8' SELF DRILLING CRWIITE SCREIIS AT ALL STILE LOCATIONS. TTP. STATIC PFESSI_RE RATINGS APPROWD SIZES S( 49 DESIGN (PSF): ♦46.00/-52.00 (AAX WTOM 9'-D' TEST 00 NAX E IdDF � . MPACT,/CLC RATED (YES/40)? YES NA% SECTION HEIGHT; 27' CA MODELS SD00/8100 3395 ADDISON PENSAOOLA. FLORIDA (850) 474-9590 ONVE 32514 WINOLOAD SPECIFICATION OPTION CODE 1104 REVISIONS MODICm NOTES TU IF THAT LOUNXAS NOT 1WACT 'STANT. wcREAsto, Icw POESSt1RE TO .00/-5200 PSF 6/2L/D7 ADDED lkf ACT ISTANT CIAZNG. IED n"AL A 9-CET 2 CILAING, ADDED MAX ZNG DIMCNSiTN 10 ES SNEEE 1. ADDED ,CK 10 FLAG ITECTw" NOTE tt /, 0/07 MOLTEED LDUVER nCN. ADDED TEXAS ENSL NUMBER In LE SILDDC. f 9/f9/OB N_T.S. �S1ZE: A T DATE NALt[ Eq 7/22/02 MRB SHEET 2 OF 2 ORAWNG PART NO. - REV. 327013 P3 1. IMPACT R LAZNG 7 OLAZIKG Y BE I- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED 13 GA NCR¢ AMULE � N TOP OR WTERMEDATL MCF04 (WIM OR 110IHIJUT DECORATIVE 4NSEATS) GLAZING SHALL 13 CA FLAG BE 1/4' MAKRCI ON -AR POLYCARSONATE OR ANDLE -� EQUAL WAYNMLM CLA.2TC DIMENSIONS SHALL BE 115.56' x 12.26'. SEE CEIAIL A ON SHEET 2 16 GA MN How FOR ASSEWBLY DETAILS 1R A.CK 2. MOM, -IMPACT AEISTANt OLAZNG OP710N - 5/16.1 .DBE MINMUM $519 GLAZNG IN MOLDED FRAMES LAG SOBER (-5 4 SCREWED TO[ETNEA WITH A MNINUM Or (10) AS SMOIAN) 18a1' SCREWS "STALLED IN TOP OR INTERMEDIATE SCCDON CM714 OR MIHOLFT (4) 1f4-2O.9/)6' LARGE DECORATIVE INSEA75) MEETS UNIFORM STATIC HEAD TRACK BOLES OR WAND PRESSURES SHORN ON THIS GRATING. 1/4-20 STUDS MM G AZING SHALL MAIL A INAYIMLAA tECMI Or 1/--20 HET NUTS 10.69' AND A WAK1WUW Lf.W.?H OF 1694'. GLAZING IS NOT MPACT RESISTANT AND DOES TS CA MIN VERY NEST THE REODIFIAENTS FOR MID -BORNE TRACKNOT DEBRIS RLdONS. 1 /4- 20xg/16' TRACK- J. 11PIYL OR WOOD DOOR STOP MAILED A BOLT AND 1/4-217 HEK MAXIMUM OF 6' O.C. UUSI OLFBLAP TOP AAD NUT AT EACH JB-US B01H ENDS Or PAJNELS MNMUM 7/16- TO MEET .MATS BRACKET LOCADCM ..__. 7VF PRESSURES ' LOCO. SIDE LOCK. OR CPEBATOR SJt6.1-5/B- LAG -� EA SIC" AT EACH .MID IIRACKCT S LOUVER OPTION - .D6D' MINIMUM LOLNERS W MOLDED MALL" SMWED TOOETHER WITH A AU{AUM OF (fO) 41110' SCREWS "STALLED N THE BOTTOM SEC11CH, LOUVERS ARE #407 IWACT RESISTANT AND DO NOT MEET THE REOU'REM(NTS FOR Whip -BORNE D®PIS WOIONS is CA sncrcNEo J JAMB BRACKETS S. SECTION STED. 70 HAVE A MN6NU4 26 CA SEE SCHELOULC FOR MICJKNESS CUAATTY. LOCAT)ON. AND TYPE F. THE DESCM OF THE SUPPORTING STRLCTLWAL KEY LOCK OR SLIDE-� ELEMENTS SMALL BE THE RESPONSI®LITT Or THE RROFESSIONAL OF RECORD FOR THE BUILDING OR LOCK ONE END (NOT ;rWC LIRE AND N ACCORDANCE LATH CURRENT REGUREP WATW NALDING CODES rCR THE LOADS USIM ON THIS OPERATOR - SCE )RAVOM NOTE 4) SLIDE LOCK SHOWN r'CR CLARITY I. DOOR JAMB TD BE MINIMUM 2.6 L7 ST9UUR61 TRADE LUMBER REFER 10 JAMB OONR.ECTON K.PPLEMENT rOR ATTACHMENT TO 9JPPCRTING i1RUCTURt. NOTE- (4) SECTION SM t FCR LKTB' HEAD ROOM LIFT CONDITIDRS, TOP DOOR SHOwL SEE SHEE 2 FOX U-BAR LOCATIONS RRACkET SHALL AW A 13 C.A LHR 7/4 rup ON DOORS LFIH OTHER IRACIKET PATH A MINML.M Or (J) 1/4-I4,7M, SECTION OUANTIRES AND SELF DRILLING CRRWTIrE SCREWS IN LIEU OF IFKE SEE IVOIES 1 AM 2 THIS RACKET SHOWN ON 7 4S DRARMNC. U-BAR OH SHEET FOR [LAZING W SECT117N 51ALL BE "STALLED ON TOP OF C►TIONS. MR 1CP BRACKETS "'IERIMPOSED DESIGN PRESSURE W6jD , I MIrJtT f UNIFORM LOAD EACH JAMB (PLY) MARK R BARROW, PE FLCCRJDA LICENSE NO, 57389 L_ TEXAS LJCENSE NO. 93119 1J GA ROLLER AIDE ATIALHED 10 BRACKET MIN 5/16-tA BOLT & NUT N CENTER SLOT AND 1/4-70A9/W TRACK BOLT A 1/4-70 HEX NUT THRCL)CH ANY TIRO ALIGNING FKXES- RJ CA COMMERCIAL 'A' FRAME TOP BRACKET AITACHFP RITH (5) 1/4-14.7/B' SOLE DRILUNG CRIMPTITE SCRE05--- ADD (2) 1/4-140/6 SELF DRILLING CIRMPTT[ SCREW$ ONSIDE Or EACH END IANGQ) 2- NYLON M40LOAD RQIER WAIN 4-1/7- STEM—_ 14 GA WIDE BODY END NNGE ATTACHED VATH (4) 1/4-14>.5,W SEIr 18 GA NARROW BODY INTERMEDIATE F4NGE ATTACHED WTH (4) 1/4-14v5/4- SELF TAPPING SCRENS— 14 GA HOT TOM BRACKIET ATTACWD VIM (2) f/a-14A7/dJ SELF DPOLL44C (7BAK7TTE SMWS AND (I) SE[r 1/4-1616/d' $EEF OAILUNG TAMPER RESISTANT 20 GA MYER STILE JAMB BRACKET SCHEDULE DOOR HEIGHT !Y7 Q SECTIONS NO. BRACKETS (EACH JAMB) A N JAM" BRACKETS MEASURED FROM BOTTOM OF rRACK CALL OIWIENISJONS 2 2") 15-6 4 7 2 -U t -US , 2F- 4 ,1B-US , 29-3 4 -u . 39 -US 4d - VS . 5 -1 ♦ -US - t 7 2 -US . 1 JB-VS . 21-J 4 JB- 29-J 4 J8-V 42 -u5 52-t 2 JB- S. 6 -1 4 JB-u JB-US . t .E- 1d-3 a US _ 26- JB- JB- S 4 JB-US . -F 4 JB-u 74-t 2 -M, J US 1 2'1- 9-3 -VS . 9 4 -U -U - SEE NUFEBELOW Norr. (JB-US) rOLLOWW DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED 10 TRACK WITH 1/4-20.9/16' TRACK BOLT AND NUT AS SHOWN ABM4. ALL DOORS GREATER MAM 6' W HEIGHT REOIARC USE Or CONTINUOUS WALL ANCLE. SEE SUPPLEMENT TRACK CHART FOR CE1AtlS. w n, 3J95 ADDISON DE4VE PENSACrAA FLCRIDA 32514 (850) 474-989D STATIC PRESSURE RATINGS APPROVED SIZES DESICIN (PSF): +46.00/-52.00 MAX 4RD7H: 9'-0' 7ES7 (PSF): +69.0D/-7Q0D MAX HEIGHT: 14'-C" IMPACT/CYCLIC RATED (YES/NO)K YES MAX SECTION HEIWT: REVISIONS MODIFW NOTES TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT, INCREASED DESIGN PAESSURC TO 44"0/-52.00 PSr. CRT 6/29lMo) ADDED IMPACT ESISTAHT CLAZIMC. ADOLD DETAIL A SHEET 2 FOR GLAZING. ADDED MAI GLAZING DIMENSION 70 NOTES SHEET 1. ADDED T*AGK TO FLAG EECnON HOTL 'o T tif10/W PS tJgO.FI(D LW1AR pPnGN __. TEX{IS LTLCKiC wMBEA TD TITLE Bl E)CK. T 9/19 f06 N. T_S DATE NRH MODELS 8000/8100 %1EET 1 OF 2 DRAWING PART NO. REV, W(NDLDAD SPEC)FICATION OPTION CODE 1104 327013 1 P3 •`may, Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2010 Date Validated 04/29/2010 Date Pending FBC Approval 07/11/2010 Date Approved 08/10/2010 ;Summary of Products FL +k Model Number or Name Deacription 82d8.1 8600J8100 #1101 9' Max width. 14' Max height. Glazing available In Cop or Intermediate section. Limits of use Installation instructions Approved for use In MVMZ: No FLg,�g}}_gj�II�1Q}�F3 po Approved for use outside HVHZ: Yes FL8248 R6 II07 3494 P8 Track olelZ _merit Ch{jf Impact Resistant: No FA2`dl R6 II )am Connection $smalfment P -pX Design Pressure: +22.90/-26.30 Verified gy: Jeffrey P. Arneson FLORIDA PE 5BS44 Other; Glazing Is not impact resistant and does not Created by Independent Third Party: Yes j meet the requirements for wind-borne debris regions. Evaluation Reports F�?d8 R6 AE FLQ 48 E alua iQn_g�p��QQQ_ Created by Independent Third Party; Yes 8248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available In top or ntermedlate section. Limits of use Installation Instructions Approved for use in HVHZ: No Ej,Uq-5-R§ II UQ2-P3.P-df Approved for use outside HVHZ: Yes FL ZIII B, IJ 307494 P8 TraC ern nt harLpOf Impact Resistant: No FL8248 R6 IL Jamb `onnest 9n C=pLement Pa.2S1i Design Pressure: +26.90/-30.80 Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Other: Glazing Is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports �24�R6 AE F ,8Z4 Ev_ALuiitLOf1. Re22r—S-�- -. Q.1QQ.Rdf j Created by Independent Third Party: Yes 8248.3 8000/810 01103 9' Max width. 14' Max height. Glazing available Ir top or , intermediate section. Limits of use "" Installation Instructions Approved for use in HVHZ: No p19Z4�R6 jjQp3,pdf Approved for use outside HVHZ: Yes FLQ248 R6 U 30Z494 PB-TfaL %QDI=p Ln C_hart.odf Impact Resistant: No FL8 4B R6 II Jarrbs'onneet.on u_DDI n' nt P Design Pressure: +35,70/•41.00 _4f Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Other: Glazing Is not Impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-bome debris regions. Evaluation Reports FL8248 R6 AF FL8248 Evalua ion Reoort _ 8000• Created by Independent Third Party: Yes 8248.4 8000/8100 01104 9' Max width. 14' Max height. Glazing avallable in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLQ�48 R6��jQ]494 P� Trkypjlj�p�en harLadj I Impact Resistant: yes FL8j48 R6 I_ I Jamb Connection $p�emen�P�Rdj Design Pressure: +46,00/•52.00 verified By: Jeffrey P. Arneson FLORIDA PE 56544 Other: Created by Independent Third Party: Yes Evaluation Reports E1.9.Z4.q_3�AF,..�L824}�E_v_dlLLdilon ,R�P..QCt=PeP.99_ Q1Q9 Rt1.f Created by Independent Third Party: Yes 0248.5 8000/8100 #1121 16' Max width. 14' Max. height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FLIg23_B�Ii�12�_��df http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimo-b8GbxRv... 11/3/201 G IV U r . J- L'J I 'J I I , -r 1! " DeperLnant Of COrttmunlly Alfal" florlda Sulldl-p Code Onl/na Codas and Standards 2555 Shuma/d Oak Boulevard TillenesseE, NOrldi J2399-2100 (850) 487-1824, Fax (6501414-8416 2000-2010 The State of Florida. All rights raservea. Privacy Statement I Cquxdpht- tatam M I AS—:1 'Ilb t� I Lug, r SO th— I n,=Somer eML"—qWyyy I Cortaee tr Product AOproval Amepteo w ILWOMM Ni Im WtlUeq nuat4a .aFrtx. http-//www.floridabuilding.org/pir/per_app_dtl.aspx?param=wGEVXQwtDqujmebgGbxRy.., 11/3/2010 Property Appraiser - St.Lucie — tnty, FL Page 1 of 1 Norman S Briggs Record: 1 of 1 Property Identification Site Address: 2414 KELLY CT Sec/Town/Range: 21 :35S :40E Map ID: 24/21N Zoning: RS-4 Ownership and Mailing Owner: Norman S Briggs Address: 2414 Kelly Ct Fort Pierce FL 34982-5741 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Parcel I D: 2421-601-0035-000-8 .,, VUCIE co Account #: 28996 Land Use: SF Res City/Cnty: St Lucie County A=1*4lik Legal Description ORANGE BLOSSOM ESTATES BLK 4 LOT1 (0.22 AC) (OR 1306-12; 2987-1874; 3098-2853) Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 62000 Land Value: 11900 Acres: 0.22 5/25/2009 100 0111 QC 3098 / 2853 Assessed: 62000 Building Value: 50100 4/27/2005 5000 01 QC 2987 / 1874 Ag.Credit: 0 Finished Area: 1415 SgFt 6/8/2000 70000 00 WD 1306 / 0012 Exempt: 37000 6/8/2000 55200 00 WD 1306 / 0010 Taxable: 25000 3/29/1996 60000 00 WD 1007 / 0230 Taxes: 617.74 8/16/1995 100 01 WD 0971 / 0812 9/29/1988 54000 00 DE 0605 / 1718 BUILDING INFORMATION Exterior Features View: RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1963 Frame: Grade: D+ - D+ EffYrBlt: 1977 PrimeWall: BP - Conc Block StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure 3CHT - 3CHT S 1 1 AV AV 1977 1 0100-SF Res BI -Front Ft 85 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 Depth 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=242160100350008 1 /10/2011