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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Ta".n • -z'.) ZoTO Permit Number: 211 In I-0 _ 7 1 ko C51 COUNTY JAN 2 9 2020 Building Permit Applicata Mr. Lucie County, Permitting Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMITTYPE: HURRICANE SHUTTERS PROPOSED IMPROVEMENT LOCATION: Address: 9529 LAURELWOOD CT. FORT PIERCE, FL 34951 PropertyTax ID#: 1327-701-0058-000-0 Lot No. 238 Site Plan Name: GEORGE THURMAN Block No. Project Name: GEORGE THURMAN DETAILED DESCRIPTION OF WORK: INSTALLATION OF ELEVEN (11)ACCORDION HURRICANE SHUTTERS CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply _Mechanical _Gas Tank _Gas Piping Aehutters —Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 5,169.82 Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name GEORGE F THURMAN Name: MIRIAM VAN TASSEL Address: 9529 LAURELWOOD CT Company: DVT HURRICANE SHUTTERS, INC City: FORT PIERCE State:fit- Address: 3100 N KINGS HIGHWAY Zip Code: 34951 Fax: City: FORT PIERCE State:FL Phone No. 678-316-0487 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone No 772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License 24394 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. N - nqr �Mk " x,'n,,,., r IM sti. z _vs ` OW-ave u i DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation-that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROYEMENTS 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." j SignaturA of Owner/Lessee/Contractor as Agent for Owner Signature of ontractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF Th m Inst ent as acknowled ed before me The �qin instr ent was acknowledged before me thi day of 2 by thilt[ day of 20 y ria inn ►A e CY1lann Il n cr r✓ Name of person making statement. Name of person making statement. Personally Known ✓ OR Produced Identification Personally Known OR Produced Identification Type of Identifications Type of Identification Produced Produced • r - (Signature No nr ignature of KAREN S. NIELSEN KAREN S. NIELSEN Commissio `""YP"�1,1 state of Florida-Ne(tWIi ublic Commissio I °pYP"e�''.state of Florida-.Not ¢lic y o? Commission #GG 207484 Commission #GG 207484 My Commission Expires Q;� My Commission Expires nn�a ne 12, 2022 june REVIEWS -RMI1T'"• RVISOR PLANS 14 btA I UKLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. SCHEDULE 1c SCHEDULE 2C FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D._ A.S.D.DESIGN PRESSURE RATING(p.s.f.),& AT-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-0"MAX.MULLION SPACING SPACING(ft) FT ` MAXIMUM MULLION SPAN(FF) MAXIMUM MULLION SPAN(FO UA%. 1M)(. p " Gt 4'k6'kt4MULLION O45(5t/d'THICK(3BFLANGE)MULLON 4-4x114*MULLION 4k8`kt/4"MULLION G5�4 X14 CKM ©4x6xl/4MULLION pmsm AR RATt10 91ACM Raw VACM (P►+') (h) oagrtAnau 81 ORIENTATION#2( ON#1 #M)t CMMAnON d2(0) (sw.) oRENrAnON e+ OPoe?RA710N 2( r12 END IMEITIOR END INTEPoORr12r-el INnUMR IND IMEPoOR END ND INIEPoOR END IMERIOR END INTERIOROt1EF80R END INTERIOR END WIElOCR T-0" fY-6' 12'-6' 1Y-8' 12'-6' fY-6' 12'-6- 12'-b' 12'-6- 12'-6' 12-6' 7'-O' Y-5' 12'-b' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6- f2'-6- 38.0 Y-0' 12'-6' 12'-8' 12'-8' 121-8' 1Y-8' 12'-6' 12'-6' fY-6' 12'-6' 12'-8' 7'-0' 12'-8' tY-6' IV-6' 12'-6' 12'-8' tY-0' 12'-6' 12'-6' 12'-6' 404 T-0' 12'-8' 12'-6' 12'-8' 12'-8' 12'-6' 12'-6' 12'-6' 12'-8' 12'-8' 12'-6' 7'-0' 1 '-8' 12'-6' 12'-8' 12'-6' 12'-6' 12'-8' 1Y-8' 12'-8' 12'-6' 4" T-0' 1Y-6' 12'-0' tY-6' 12'-6' IV-6' 12'-6' f2'-8' 12'-6' 12'-6' 12'-6' 7'-0' 12'-8' 1 '-0' 12'-6' 12'-8' 1Y-6' 12'-6' fY-6' 12'-6' 12'-604 7-0' tY-6' 11'-7' 1Y-6' 12'-6' 12'-8' fY-6' 12'-6' 12'-6' 12'-6' 1Y-6' '-0- 2'-6' 11'-Y 12'-6' 12'-6' fY-6' 1Y-6' 1Y-6' fY-6' 12'.. 8&0 T-0' 1Y-8' 11'-3' 1Y-6' 12'-8' 12'-3' 1Y-8' 12'-6' 12'-8' 12'-6" lY-6' 7'-0' 12'-8' IV-3' 12'-8' 12'-8' t2'-3' fY-6' I2'-6' 17-81 12'-6' 604 7'-0' tY-6' 10'-it' 12'-6' 12'-6' 1f'-11' 12'-6' +2'-8' 12'-6' 12'-6' 1Y-6' Y-0' 12'-6' 10'-11' 12'-6' 12'-8' 11'-11' 12'-8' tY-6' 12'-6' 12'-8' 664 T-0' 12'-6' 10'-8' TY-1' 12'-6' 11'-Y 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 86.0 7'-0' 1Y-8' 10'-8- 12'-1' 12'-8' 12'-6' 11'-7' 12'-6' 12'-8' 12'-8' 12'-6' 704 T-0' 12'-6' 10'-5' 11'-6' 12'-8' Ir-67 11'-3' IV-61 12'-61 IV-6' 1Y-6' IV-6`- T-0' 12'-6' f0'-5' IV-8' 12'-6' 12'-6' 11'-3' 12'-8' 17-6' 12'-0' 12'-6' 75.0 7'-0' tY-t' t0'-2' f0'-11' 12'-8' IV-6' 11'-0' +1'-11' 12'-6' IV-8' 12'-6' IY-8' 7'-0' 12'-1' 10'-2' t0'-11' 12'-6' 12'-8' 11'-0' W-11' 12'-6' 12'-8' 12'-6' 60.0 7'-0' 11'-6' 9'-it' ID'-6' 12'-4' 12'-6' 10'-f0' 11'-5' 12'-8' +2'-6' IV-11' 12'-8' 7'-0' 11'-6' 9'-11' 10'-6' 12'-4' 12'-6' 10'-10' 11'-5' fY-6' il'-11' 17-81 9&0 T-V W-0' 9'-9' 10'-2- 12'-1' /2'-6' 1(Y-7' 11'-W 12'-8' 12'-8' 11'-4' 12'-6' 7'-0' 1 '-0' 9'-9' 10'-2' 12'-1' 1Y-8' 10'-Y 11'-0' 17-61 IV' V 1Y-6' 90.0 T-0' 10'-r 9'-0' 9'-10' I1'-10' If-5' 10'-5'. 10'-8- 12'-6' 12'-2' 10'-10' 121-8' 7'-0' f0'-Y 9'-7' 9'-10" ll'-10' 12'-5' 10'-5' 10'-8' 12'-6' 10'-10' 12'-6' 9&0 7'-0" l0'-2' 9'-5' 4'-8' 11'-7' 11'-ii' 10'-2' f0'-4' 12'-8' 11'-9'- f0'-5' 12'-8' T-0' 10'-2' 9'-5' 9'-8' 11'-7' 11'-it' 10'-2' t6'-4' 12'-6' 10'-6' 12'-6' 100.0 7'-0' 9'-10' 9'-3' 9'-3' +1'-5' 11'-6' 10'-0' 10'-1' 12'-6' 11'-5' 10'-1' 12'-6' .O Y-0' 9'-10' -3' 9'-3' 11'-5' 11'-6' 10'-0' 10'-1' 12'-8' f0'-1' 1Y-6' 1064 7'-IT 9'-8- 9'-1' 9'-1' I1,-3' 11'-2' 9'-10' 9'-10' 12'-6' 11'-i' 9'-8' IV-6' 7'-0' 9'-6' 9'-1' 9'-1' 11'-3' 11'-2' 9'-10' 9'-10' 12'-6` 9'-B' 12'-0' 110A Y-O- 9'-3' 8'-tl' 8'-10' it'-i' low, IV 9'-9' 9'-7' 12'-8' 10'-9' 9'-5' 12'-8' 7'-0' 9'-3' B'-il' 8'-10' 11'-1' 10'-10' 9'-9' 9'-Y 12'-6' 11&0 Y-0' 9'-0' 8'-10' 8'-7' 10'-11' 10'-Y 9'-7' 9'-5' 12'-6' 10'-5' 9'-1' 1Y-6' 7'-0' 9'-0' 8'-10' W-7' 10'-11' 10'-7' 9'-7' 9'-Y 12'-6' 9'-1' 12'-8' 1204 Y-0' 8'-9' 8'-8' B'-5' 10'-9' 10'-r 9'-5' 9'-3' 1Y-6' 10'-2' 9'-10' 12'-6' 1'20.0 7'-0' 8'-9' 8'-' 8'-5' 10'-9' 10'-3' 9'-S' 9'-3' IV-6' 9'-10' 12'-8' 12&0 7'-0' 8'-6' 8'-7' 8'-2' 10'-7' f0'-0' 9'-4' 9'-1' 12'-6' 9'-11' 8'-7' 1 '-6' 7'-0' 8'-6' 8'-7' 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' IV-6' 8'-r 12'-6' 5304 Y-0" 8'-4' 8'-5' 8'-0' 10'-6' 9'-9' 9'-2' 8'-11' 12'-b' 9'-9' 8'-5' fY-6' tap. 7'-0' 8'-4' 8'-5' 8'-0' 10'-8' 9'-9' 9'-2' 8'-11' f2'-6' 8'-5' 12'-6' 136.0 T-0' B'-2- 8'-4- Y-9' t0'-4' 9'-7' 9'-1' B'-9' 12'-0' 9'-6' 6'-2' 12'-8' 7'-0' 8'-2' 8'-4' 7'-9' f0'-4' 9'-Y 9'-1' 8'-9' t2'-6' 8'-2' 12'-0' 140.0- Y-0' 8-0' 8'-3' 7'-7- 10'-1' 9'-4' 9'-0' 8'-7' 12'-8' 9'-4' 8'-0' 12'-6' 7'-0' 8'-0' 8'-3' Y-7' 10'-3' 9'-4' 9'-0' 8'-7' 1Y-0' 81-0' 12'-6' 1464 7'-0' T-10' 8'-2' 7'-5' 9'-9' 9'-2' 0'-10' 8'-B' 12'-6' 9'-2' 7'-10' 12'-6' 1454 V' r 7'-10' 8'-2' 7'-$' 10'-1' 9'-2' 8'-10' 8'-6' 12'-6' 7'-10' t2'-6' 1504 7'-0' T-8' 8'-1' Y-4' 9'-5' 9'-0' 8'-0' 8'-4' 12'-8' 8'-11' 7'-8' 12'-8' 4 Y-0' 7'-8' 8'-1' 7'-4' 10'-0' 9'-0' 8'-9' 8'-O 12'-6' 7'-8' 12'-6' 1!16.0 Y-O' T-6' 8'-0' T-2' 9'-2' 8'-10' B'-8- 8'-3' 12'-S' 8'-8' T-8' 12'-8' 1554 7'-0' 7'-8' 8'-0' 7'-Z' 9'-10' 8'-10' 8'-8' 8'-3' 12'-5" 7'-8' 12'-8' 1604 7'-O' Y-4' 7'-11' 7'-0' 8'-10' 8'-8' 8'-7' 8'-1' 12'-2' 8'-8' T-5' 12'-6' 1604 7'-0' T-4' 7'-i 1' 7'-0' B'-8' e'-8' 8'-Y 8'-1' +2'-2' 7'-5' 12'-8' •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION z INTERIOR p MULUON FLORIDA BUILDING CODE(Non High Velocity Hurricane Z6ne) ••••• •'S' It 'S�• ••, �'Y * C7{t 02617 TI(tEtp INC 1Vautilus pAAWN Bf: r ....�t L.C. MCa/24/1717 % EXPERT SHUTTER SERVICEINC. oAttULLION SPACING:"S" \ TIlL1T TESTING A ENGINEERING COMPANY RaRyS ..yt�\ `71\\ mvv�.c x20 a m r vimw ruocq n i a 1626 S.W.PORT Sr.IUCIE;RE 7 EE 17 -244 rr....(ass)an-Luo.ro.:(SCS)M1.15T1 CONAL ti� ,n�' a�aED--OW6719�m (ero1 7.a-sC.b.rm-(m)57,mm twAwB(0 No WALTER&TOUT Jr.P.E. P.E. SEAL/SIG RE/DATE FLORIDA 1:r- P u167 6Nm i6 tK ze