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HomeMy WebLinkAboutSUBMITTED PAPERS0 Permit Number: St. Lucie County %1O SCANNEC: Building & Zoning Department By 2300 Virginia Avenue St. �-4C'Q 00Ilnt Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS p SEE REVERSE SIDE FOR INSTRUCTIONS DATE: I 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 141 i .(a " Lool - o6;� 1 - e) z'n - q SECT TWP RNG © MAP i4 ZNG LU INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1i20�ct0on, L0k1�1 `,3AaAQ� 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMA\T,ION 6. Name: Address: —a City �t State: 1 Zip: '->49 1. C� Phone: 11Z �3y3-94�1 CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: 0a(4 Business Name:Q"AIAX.L-A �C-L�aD Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 130 mph 140 mph ' Wi & Skylights osure Es osure Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is orrect and that all work will be done in compliance with all applicable laws regulating constructio 0 PRINT QUALIFIERS/OWNERS NAME SI ATURE QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS k— DAY OF gyp20-U, BY L-.9 WHO PERSONALLY KNO TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. JONI L. DRAPER NATURE OF NOTARY TYPE OR PRl T NA Notary Public - State of Florida TITLE: NOTARY PUBLIC COMMISSION NUMBER s'tt My Comm. Expires Jul 18, 2014 mnHasion 0EE 9787 Bold Through National Notary Assn. Fort Piece, FL 34982 772-462-2172 Fax 772-462-6443 CERTIIFICATE OF TERMITE TREATMENT CONSTRUCTION $o E �s�AT I9; PERMIT # . Z10Z - OB ADDRESS.dF- BUILDERjCONTRACTOR: _ C - PEST CONTROL CONTRACTOR: �'u.n,�t.u,� e "F� PEST CONTROL LICENSE #: Lt:F:-�SM C� `z— We, the undersigned, hereby certify that we have pretreated the above described construction for su terranean terms es in -accordance with the standards of the National Pest Control Assoclation. meet if area treated: 2 2 Chemicals used: C_ Percentage of solution: S Date of Treatment: LiLL4 l Footing ist Treatment Re Treat Driveway 1" Treatment Re -Treat Other 1' Treatment Re -Treat r-- T16 tai gallons used: f �5 Time of Treatment: �111* � Slab 1't Treatment Re -Treat Pools V" Treatment r, Re Treat /1 PDY- Perimeter for Final Inspection (Signature of Exterminator Note; There must be a completed fcirm for ea& required treatment or re -treatment and this form must be on the fob site to be ;vide 'Fl and a re -inspection fad' Barg 4 Ir � Date FBC1e4.2.6 i shall be pro vtc pmviding a co Certificate sha treated; Chem protective trez be completed St Lucie Col the electric 772m46lm6526 SUNRISE PEST INC. 2303 N. U.S. 1, STE. 21 FORT PIERCE, FL 34946 ❑ Inspection -Treatment Organism Treated "a;IL- 'FT esticide Used Tech vsrte posting board 'is completed, es, The Treatment it, site location, area ? rewrd of -ior treatment shall be placed on 0 n Flnridn R»ildinn rnde n P. Product Approval USER: Public User Page I of 5 PrPdILrIA_PProvAl MqPw > P�du4S9r A.pplicatjgn _$earch > APPliCation List > Application Detail Product Manufacturer Wayne -Dalton Address/Phone/Email 3395 Addison [ Pensacola, FL (850)475-600 gtaylor@Wayrn Authorized Signature Greg Taylor gtaylor@Wayn, Technical Representative Address/Phone/Email Quality Assurance Representative Karen Reed Address/Phone/Email 3395 Addison I Pensacola, FL (850) 475-618 kreed@wayne- Category Exterior Doors Subcategory Sectional Exter Compliance Method Evaluation Rep or a Licensed F Evaluation http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv 1 dAvlteOYO... 7/10/2009 ' Florida Building Code O. 11 Page 2 of 5 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Jeffrey P. Arne: PE-58544 Intertek Testin Hersey 05/15/2038 Dole J. Kelley Validation c FL10737 R1 C Standard ANSI/DASMA PA-201 PA-203 Florida BUildif1C my product(:;) Building Code. Documentation from approved Evaluation or Validation Entity ye, No Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Optic 07/24/2008 07/24/2008 08/07/2008 iummary of Products — - ------- FL # Model, Number or Name Description 10737.1 8300/8500-5150/5200 #0124 16' Max width. 16 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGF,VXQwtDgv 1 dAvIteOYO... 7/ 10/2009 Florida Building Code C Page 3 of 5 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL10737_R1_II_( Approved for use outside HVHZ: Yes FL10.737_R1_II__ Impact Resistant: No FLl0.737_R1_11_3 Design Pressure: +27.00/-29.00 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL10737_R1_AE_ Created by Indep 10737.2 8300/8500-5150/5200 #0125 16' Max width. 16 or intermediate SE Limits of Use Installation Inst Approved for use in HVHZ: No FL10.7 7_Rl_II_C Approved for use outside HVHZ: Yes EL10737 R1 II Impact Resistant: No FL10737_R1_II_J Design Pressure: +22.00/-24.66 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL10.737_R1_AE_ Created by Indep 10737.3 8300/8500-5150/5200 #0126 16' Max width. 8' Limits of Use Installation Inst Approved for use in HVHZ: No FL10737_R1_II_( Approved for use outside HVHZ: Yes FL10737_R1_II_- Impact Resistant: Yes FL10737 R1J Design Pressure: +33.00/-37.50 __II Verified By: Jeffr( Other: Created by Indep Evaluation Repo FL107,37—R-1—AE- 11 Created by Indep 10737.4 8300/8500-5150/5200 #0127 9' Max width. 16' Limits of Use Installation Inst Approved for use in HVHZ: No FL10737 R1 II C Approved for use outside HVHZ: Yes FL10737_R.1._I1_; Impact Resistant: Yes FL1_0737_R1_II_J Design Pressure: +46.00/-52.00 Verified By: Jeffr( Other: Created by Indep Evaluation Repo F410.737_RI_AE_ Created by Indep 10737.5 8300/8500-5150/5200 #0130 18' Max width. 16 or intermediate_ se Limits of Use Approved for use in HVHZ: No Installation Inst Approved for use outside HVHZ: Yes FL10737_R..1_II_C FL1_0.737_R1_II_; Impact Resistant: No FL10737_R1_II_] Design Pressure: +22.00/-24.67 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo http://tivw<v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvl dAvItcOYO... 7/10/2009 Florida Building Code ( le Page 4 of 5 10737.6 —� 8300/8500-5150/5200 #0131 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.00/-44.50 Other: 10737.7 00/8500-5150/5200 #0132 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.00/-36.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions 10737.8 118300/8500-5150/5200 #0133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-26.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. FL10737_R1_AE_ Created by Indep 18' Max width. . 8' Installation Inst FL10737_R1_il_( FL10737 R1_II_ FL10737 R1 II J Verified By: Jeffrf Created by Indep Evaluation Repo FL10737_R1_AE_ Created by Indep 9' Max width. 16' intermediate secti Installation Inst FL10,737_R.1_II_( FL10737_R1_11_ FL1073,7 R1_II_J Verified By: Jeffre Created by Indep Evaluation Repo FL10737 R1 AE Created by Indep 9' Max width. 16' intermediate sects Installation Inst FL10737 R1 II FL10737_III _II_: FL1.0737_R1_11_1 Verified By: Jeffre Created by Indep Evaluation Repo FL10737 R1 AE Created by Indep Back Next CA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 © 2000-2005 The State2 of Florida.. right 4, Fax 8resery d, C 50) 6 Product Approval Accepts: 01 ONeCheck http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIdAvlteOYO... 7/10/2009 (2) 1/4-20x5/8 CRRBTITE HORIZONTAL SCREWS HINGEACHED BETWEEN LOCATIONS ANGLE TYPYP_\ WI F ANGLE 2' HORIZONTAL TRACK 6 B I DOOR HEIGHT U-BARS BOTTOM SECTION /2 HEIGHTS /3 /4 p5 TOP 6'-0' 5 18" IS" w /8" 6'-0" 4 24" 24" 24" 6"-3" 5 20.8' 18" 18" is- 6'-6' 5 20.8" 18` 18" 20.8" 6'-9' 5 20.8" 20.8" 18" 20.8" 7-0" 5 2D.8' 20.8" 20.8" 20.8` 7'-3" 5 24" 20.8' 20.8' 20.8" 7'-6" 7 18' 18' 1 18' I 18" 18" 7-6" 5 24" 20.8" 20.8' 24' 7'-9" 7 20.8" 16" 1 18' 1 18" I8 7'-9" 5 24' 24" 24' 20.8" 8'--0" 7 20.8' 18" 18" 18" 20.8" 8'-0" 5 24" 24" 24" 24" 8'-3' 7 20.8" 20 7 18' 18" 20.8- 8'-6" 7 20.8" 20.8" 18' 20.8' 20.8" 8'-8" 7 20.8' 20.8' 20.8' 20.8' 20.8" 9'-0" 7 24' 20.8' 20.8" 20.8" 20.8" 9'-3" 7 24' 20.8" 20.8' 20.8' 24' 9'-6' 7 24" 20.8' 20.8" 20.8" 24" 9'-9' 7 24" 24' 20.8' 24' 24" 10'-0' 7 24' 24' 24' 1 24' 24' 10'-3' 8 20.8" 20.8" 20.8' 18" 207 2D.8- 10'-5' 8 20.8' 20.8" 20.8' 20.8" 20.8" 20.8' 8 24" 20.8" 20.8' 20.8" 20.8" 2D.8' 8 24" 20.6" 20.8" 20.8' 20.8" 24' 71'-3" 8 24' 24" 20.8" 20.8' 20.8' 24' 11'-6" 8 24" 24' 20.8' 20.8" 24" 2a" 11'-9' 8 24" 24' 24' 20.8' 24' 24' 12'-O" 8 24' 24" 24" 24' 24' 24" TEK SCREWS AT EACH HINGE LOCATION s•-o' MAX NOTES: WIDTH LAG SSW I. OPTIONAL - .080' (MIN) ALUMINUM LOUVERS PATH HIGH IMPACT STYRENE 2.6 JAMB FRAME MAY BE LOCATED IN THE END PANELS OF THE BOTTOM SECTION TO MEET MINIMUM VENTILATION 16GA JB-US REOUIREMENTS. BRACKET N.8 Z VINYL OR WOOD DOOR STOP (NAILED ON 6' CENTERS) MUST OVERLAP TOP 2' VERTICAL TRACK do BOTTOM ENDS OF PANELS MNIMLIM 14" WOE 7/16" TO MEET NEGATIVE PRESSURES. END (1) JS-US BRACKET LOCATED AT EACH ROLLER LOCATION EXCEPT TOP BRACKET ROLLER (PM 725139). 1B 1 26" CS TYPE B PER ASTM SEE WART A-653. .2/3 UL OFT MIN AN AKZO PRIMER BOTH SIOM .65/.75 MIL OFT TOP COAT -TOP SIDE ONLY. DOOR STEEL TO HAVE A MINIMUM YIELD OF 42 KSI (1) J8-US BRACKET LOCATED AT TIE MIDDLE OF EACH SECTION EXCEPT TOP SECTION. 05 TYP POLYURETHANE INSULATION WITH 2.2 LB/C11 FT DENSITY -SEE NOTE 2 AND 0.13 'K' VALUE /-TOGA END STILES TRAP( STM 0 / 1/2BACKE"PLATE HAVE A MI*&AN : YIELD OF� lt�^ DOOR HEIGHT V-BARS SECTION BOTTOM /2 p3 HEIGHTS 14 1 p5 1 06 07 TOP 12'-2" 9 20.W 20.8" 20.8' 20.8" 20.8 20.8 20.8' 24' 20.8" 20.8' 20.8" 20.6 20.8 20T 24' 24" 20.8' 20.8" 20.8 20.8 20.8" 24" 24' 24' TO& 20.8 20.6 20.8" 13-3" 9 24" 24' 24" 24' 20.6 20.8 20.8" 9 1 24" 24' 24" 24' 24' 20.8 20.8" 13'-9" 9 1 24" 24' 1 24' 1 24' 24" 24' 20.8" 14'-0" 9 24" 24' 24' 24" 24' 24' 1 24" 14'-2" 10 24" 20.8' 20,8' 20.8" 20.8 20.8 20.8" 20.8' 14'-5" 10 24' 24' 20.8' 20.8" 20.6 20.8 20.8" 20.8" 14'-8" 10 24' 24" 24' 20.8" 20.8 20.8 20.8' 20.8" 15'-0" 10 24" 24" 24" 24" 20.8 20.8 20.8' 20.8" 15'-3" 10 24' 24" 24' 24' 24" 20.8-20.8- 20.8" 15'-6" 10 24"1 24' 24' 24". 24" 24" 20.8' 20.8" 15'-9' t0 24' 24' 24" 24" 24" 24" 24' 20.8" 16'-0" 10 2' 2a" 24" 24" 24" 2a' 24" 24' SECTION A -A ''�T 1Q 2972n 5/16" SMPSOI STRONG TIE1. SLEEVE All. CH EOUAL, IMI!]aJCT 2' MN fA BED NT11 2000 PSI CONCRETE OR GROUT_ ILJL D HOLLOWED ourAEs eHa r-AaMe Am, "A. NROLLER 2'NNYLON w W/ 4-1/2' STEM: (P/N 270791) .0 PA Ms v EACH 14GA UK BODY 77zit7�t� R()LOCATED A1fn/5�06 2" STEEL ROLLER w moioa .25 MAX BETWEEN CENTER HINGE PHNCESUSH U� W/ Y STEM (P/N 105135) •N'OOpci/ �. ANDETS BRACKOR SECTION B-•B Approved: ® Mork R. Borrow. P.E. 3395 AM64DN DRIVE PENSACOLA, FL 32514 FLORIDA HXR'RFLCATION NO. 57389 Dole: PCMMGWN2514 AN � 51([T 2 DA b*A I 90 �APPR1WDMOAD\wN(61fYN 8300/8500 & 5150/5200 o7 coot Acy DESIGN PRESSURE: +46.00/-52.00 PSF C 0127 P3 BOTTOM (6) 1/h20.7/6 TEK �WS PM 10=7 0 � 2--1 00 4.0014CA �'0 0 6.13 DO II p � F-II -i 225 -i 2.25 h 2.67 3.00- 8300/&S 51 � CIAA1-IM33. U1-OlOM6) (51W rM ]Yr616 ! 76.br7) PA I/H 141m) BOTTOM BRA(HET 2X6 JAMB, t "-�—� 2.09 r-- I XA 0 13GA . 1-1/2' . 1-1/2' IB O HORIZONTAL ANGLE 1.50 Coo 000 LA S SCREWSORLAC SCREWS OR 5/IGXI-3/4 EXPANSION SLEEVES 2' HORIZONTAL TRACK 14) 1/4-209/16 TRACK BOLTS 4[ 1/4-20 HEX NUTS 1.96 4.18 MG ANGLE J g-2.1)i/4-2 ^SSCCRRCEIWISS t4W TWOS BODY CENTER HINGE , F�CENTER HINGE TYP `8i-i IOW 80KSI U-BARS TYP TOP sscTIDN fsa[ tHDQI DDMFdO(12 A ra aw1Y1 (6) 1/4-20.5/8 2.7 7TEEX%I SCREWS 14GA WIDE BOOM END HINGE pp o � H o 7.j8 .60 GOO 0 0 LH RN �TTOM END iiINGE 4[Q_ SIX, 1/4-ZO.9/16 TRACK BOLT 4c 1/4-20 HEX NUT TH16) ANY ALIGNING HOLE �120A I 2.71 0 0 0 5.5 (4) 1/4-20.5/6 II o 0 0 TEK P/N 141668 I-2.90 TOP BRACKET 0.5 TYP 7 02 t 5/1691-5/8' LAC SCREW DRILL .201 OR 09/32 HOLE N TRACK FOR JB-US BRACKETS 1/4-20.9/16' TRACK BOLT R 1/4-80 HEX NUT AT EACN JB-US BRACKET 1.95 2' VERTICA4*0.5/8 TRAC TEK SCREWS INSIDE SIDE LOCK (*H N LWtm r09R0N) �LJQ—US BRACKET Ipq A'j (PM 125t39) '�tijYQ� INTERMEDIATE SECTION LOCK SECTION M�Q07i0M SECTION trrlto roA a "' (9YID ooa f41/61101E .St ORD 6TFOR K_wm f( IM ran a oaLAKrth oA." UWW F LOrK gqR SEE NTRUCTION MANUAL FOR MORE DETAILS ON ASSEMBLY LOCK OR OPERATOR REOUREO 'r KEYED H_� ANDIL,LR RIM CYLINDER SEc+TaF LOCK SEE INSTRUCTION MANUAL FOR MORE DETAILS ON ASSEMBLY 2.7 Kra 1/4- /8 WS AmroVBd: o ° Mork R. Borrow. P.E. 7.38 ® M95 ADDISON DRIVE PENSACOA FL 325t4 foo FLORIDA CERTIFICATION NO. 57389 0 0 DoteAm : 14W WIDE: 3M5 AWMW DOW � BODY END HINGE FK. (pro) .) i o 335+. END HINGE TYP 8300/8500 k 5150/5200 DESIGN PRESSURE: +46.00/-52.00 PSF 297211 s.KK. 2 Kr 2 0127 1 P3 Property Appraiser - St.Lucie Cou—, FL Page I of . Matthew B Kearney Record: 1 of 1 Property Identification Site Address: 13505 NW Wax Myrtle Tr Sec/Town/Range: 36 :37S :40E Map ID: 44/36N Zoning: PUD Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 4436-601-0021-000-9 Account #: 119526 Land Use: SF Res City/Cnty: St Lucie County Owner: Matthew B Kearney Susan B Kearney Address: 13505 NW Wax Myrtle Trl Palm City FL 34990-4828 Exemptions Permits Home Print y���4UCle`C0 l t Legal Description HARBOUR RIDGE PLAT NO 1 LOT 21 (OR 1185-840) Sales Information Assessment 2010 Final Date Price Code Deed Book/Page 2010 Final: 688700 11/13/1998 775000 00 WD 1185 / 0840 Assessed: 600245 7/16/1990 675000 00 WD 0700 / 0693 Ag.Credit: 0 8/15/1989 170000 00 WD 0651 / 2001 Exempt: 50000 8/1/1984 420000 02 CV 0442 / 1508 Taxable: 550245 Taxes: 11640.83 BUILDING INFORMATION Total Land and Building Land Value: 325000 Acres 0.62 Building Value: 363700 Finished Area: 3728 SgFt Exterior Features View: RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA+ - HA+ YearBlt: 1990 Frame: Grade: A+ - A+ EffYrBlt: 1990 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 1 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 SWAV - RES POOL AVG Y 1 450 AV AV 1990 1 0100-SF Res GVI -Lot 1 PA02 - POOL DK-GOOD Y 1 1345 AV AV 1990 ENC2 - POOL ENC-AVG Y 1 1795 AV AV 1990 PHTR - POOL HEATER Y 1 1 AV AV 1990 DWBP - Drive-BrkPav Y 1 1520 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Det, http://www.paslc.org/prc.asp?prclid=443660100210009 1 /6,"20 . .