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HomeMy WebLinkAboutBuilding Permit Application I Y All APPLICABLE INFO MUST BE COMPLETEDTOR APPLICATION TO BE ACCEPTED Date: Permit Number: I - -- -- Building Permit Application 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 il Residential i PIERMIT APPLICATION FOR: ! I PROPOSED INIPROUEMEN L© ATION: Address: F100& 2 mlipI. Legal Description: 150!3 G licii 6Q rd e/1 S ok 2 S 'bli(y -v 000 �I I t ! " Property Tax ID#: 2�$�J' "" Co( � —�' I.� Lot No. I� I Site Plan Name: I I.i I Block No. Project Name: 1.1 Setbacks Front Back: Right-Side: Left Side': ' DETA�I>LED DEQ CRf' TION OF W Ra �UNSTfl1CTi0N INFDRIM",NNIION: Additional work to be pertormed unclerthis permit-c ec a that appy: ! I I _Mechanical } Gas.Tarik - _Gas Piping _Shutters ;i Windows/Doors , I Electric _Plumbing _Sprinklers _Generaltor _Roof Pitch I Total Sq. Ft of Construction: Sq. Ft.of First Flo&: i , I Cost of Construction:$ �Q Utilities: _Sewer —septic Building Height: IN0, ER/LE:�S`�SE : CONTQR; Name C{i�Ar Name: E(,ic Aryb"1e0 w!)'Id me,-45 ger 1�C Address: {00 S 39fh ST Company:G%f,9es 5 �/r� fi�lhaPdriq�S�n +000 City:E6 r7 PI-U 674 State:f- Address: too 17 .Flo�ry i_e Zip Code: 3yIq''I� Fax: City:E;o ,-`� R Ptr'P State:fzz II ; ;Phone No. � �1 93 7 3 Zip Code: i i-A i�YZ f i Fax: !E-Mail: Phone No ti too'.' f 11 ' Fill in fee simple Title Holder on next page(if different E-Mail W tyifn7a1 SS 0 ts'�2d from the Owner listed above) State or County License IfI value of construction is 2500 or more,a RECORDED Notice of Commencement is required. I SUPPENENTAI.G® Sl' ll'CTI©N LIEN I.AW INF4'RMATt�N: 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 improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner Lessee/Contractor as Agent for Owner Signature of Co ractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OFCOUNTY OF The forgoing instr ment was acknowledged before me The forgoing instrument was acknowledged before me this\�day of 202 by this �� day of 20V5L by (Name of person acknowledging) (Name of person acknowledging) gnat re of Notary Public-S to of Florida ) (Sign ure f Notary Public-StR of Florida) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced Commission No. (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 120 14 Florida Building Code Online Page 3 of 3 Fj !it al Whenlimpact;resistancels required,hurricane protective _ system is required.See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes 22513,.6 j ;Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door } ,Unit Limits of Use! Certification Agency Certificate Approved ford use In HVHZ:Yes Approved for,use outside HVHZ;Yes Quality Assurance Contract Expiration pate ' Impact Resistant:Yesi 06/30/2021 Design Pressare:+70/-70 Installation Instructions Other:Evaluaked for use in locations adhering to the Florida Building'Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports When impact°resistance is required,hurricane protective system not required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes 22513:7Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites I 1,Limits of Use. ii Certification Agency Certificate Approved forluse in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes) 06/30/2021 Design Pressure:+55/-55 Installation Instructions Other Evaluated for use in locations adhering to the Florida.Building'Code,including the High Velocity Hurricane Verified By:National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: designs pressures listed.12'-0"x W-8"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective system not required on opaque panels,but is required on Created by Independent Third Party:Yes _ glazed#sidelites j See DWG-MA-FLO211 for details. 22513i8 ;Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door wJ or l ;Unit w/o Sidelites Limits of Use, ii Certification Agency Certificate use in H Approved forVHZ:Yes Approved for use out4ide HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No Il 06/30/2021 Design Pressure:+50/-'50 Installation Instructions Other:Evaluated for use in locations adhering to the Florid6jBuildin6Code,including the High Velocity Hurricane Verified By:National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design�pressures listed.12'-0"x 6'-8"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective system;is required.See D,WG-MA-FL0214 for details. Created by Independent Third Party:Yes contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::.Privacy.Statement::Accessibility Statement Refvnd Statement i ' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1);Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The, ails provibed maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please'provide the Department with an email address which can be made available to the public To determine if you are a licensee under - h 11 Chapter 455,.F.S.,please dick here. i t Product Apprroval Accepts: 5;rs i' Safe j ii i i j 4 - ---=haps://www.floridabuilding.org/pr'/pr app dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 1/13/2018 i L. Roberto Lomcis P.E. 1432 Woodford Rd. { I Manufacturer, Masonite' Lewisville,NC 27023 Report#: 514010 434-688-0609 Date:0510112017 Test Report: NIA Product: Single door Tx 6'8"(Wood Frame) Scope: j This analysis provides calculations quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members wl&w/out gap: ' a-With threads present in shear plane Fastener type:#10,wood screw (NDS 2012,TR12) Nominal diaineter: D: 0.190 in Gap: 9: 0,0000 in i Root diameter: Dr. 0.152 in Moment arm: 0.0000 in Minimum required penetration: !i p: 1,140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch(6---0.50) Main member:Spruce-Pine-Fir(6=0,42) Sidememberthickness: lit,= IoGo in Main member thickness: U= 1.500 in Side member dove}bearingstringth: F�,= 4,650 psi Main member dowel bearing strength: Fes„= 3,350 psi Side member dowel hearing length: I,= 1.000 in Main member dowel bearing length: fm= 1.140 in i I � Mode I Mode I� Mode II Mode 111, Mode TII Mode IV qm= 636,5 lbs/tn qs= i;) 884 lbs/in A: 0,0007 A: 0.00096 A. 0.00107 A. 0.0014 P= 725.61 lbs i P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400Ko» + 2.400 +I C. -427.67 C. -253.62 C -267.7 C. -93.6 Zp= 302 lbs Z,= 368 lbs r P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs I V Ko= 2„400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2,400 Duration Factor: i Co= 1.6. Z= 124 lbs Z= 133 the Z= 110 lbs Allowable Desl9n Value(ZCa): Z•= 175 lbs/anchor Solid members wl b w/art gap': I a.With threads present In shear lane 1 Fastener hype:#10 d screw (NDS 2012,TR12) tdominal diamy ter: D: 0.190 in Gap: g: 0,0000 in Raotdiameter: TDr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: j�p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch(G=0,50) Main member:Steel strap/clip Side member thickness: t,= 1,000 in Main member thickness: tm= 0.048 in Side member dowel bs acing strength: F = 4,650 psi Main member dowel bearing strength: Fe„= 61,850 psi Side member dowel hearing length: 4= 1,000 in Main member dowel bearing length: 1m= 1.140 in Mode Im Mode 3; I Mode II Mode ili, Mode IIT, Mode IV qm= 11752 lbs/in qs= 1884 lbs/in' A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 ibs i P= 11884 lbs r i 8: 1,07 8: 0.57 B: 0.5 B: 0.000 Ka= 2.400 Ka= 21400 C: -4038.9 C: -3864.9 C: -267.7 C: 93.6 Ze,= 5582 lbs Z,= `1368 lbs ..P_= 2287 lbs Ms= 46.8 in-lbst Mm= 46.8 in-lbs Ka= 2,400 P= 2126 lbs p= 420 lbs P= 392 lbs Min.Design value: i Z= 11163 lbs Z= 953 lbs Ka= 2.400 Ka= 2,400 p Kb= 2.400 Duration Factor: 4 Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value(ZC : Zj= 262 Ibs/anchor IFastener, e:1l4"rW Ta on ! tyP IIPc N.O.A.26-1222.06 I Subst'rIate:Hollow block Minimum embedment: 1.25 in i !Edge distance: 4,00 in Tabulated shear design value: Z= 202 lbs !Edge distance: 2A0 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0:85 Sparing: 4,00 in Tabulated shear design value: Z= 202 lbs i Spacing: 2,00 in Tabulated shear design value: Z= 1641 .`��`�S •t. D/�df�/ Actual spacing: 3.00 in Reduction factor: 0.91 ��* ' C E N 1 /� Allowable Design'Value(Zf45: Z,= 155 lbs/anchor ^� �• \.1 Minimum anchor capocii: 155 lbs/anchor Note:Anchors with the least capicify is used forcalculatlans to q:ualtfy anchors with higher capacity I = y TATE OF •�= ..nw . AnchorcalculaSons.minimum reaufrert+anchors �rQ ♦ ��((t 36.38 I i Design pressure: 85-0 psi Max. Anchor Zm Area .Load 2nd. O.C. Cap. Load Pe-wit 74.25 ( ) rias) (in) (in) Qbs) QtY Obs) A2 •1 2.3 195 NIA N/A 155 '298 OK Luis R.Lomas P.E. 'A)' 7.7 656 6.00 18.00 155 5 1 131 oK EL No.:6251;4 1 of 2 5/2!2017 i t' s i I L. Roberto Lomas P. 1432 Woodford Rd. Manufacturer Masonite Lewiswft,NC 27023 j + I Report#: 514010 434-68e-0609 ; Date:05/01/2017, Anchor Locations: r t, 11a1s i + 6.00 TYP. 6.00 TYR I 13.45 + MAX((O.C. I . 1 79.25 6.00 i Installation instructions: 1 1.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS . WITH SUFFICIENTJLENGTH�TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN,.BELOW. i- 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE All 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2112" MINIMUM EDGE DISTANCE.LOCATEIANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAM INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE r INTERIOR WALL WITH l/2"MINIMUMIEDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4.ALL FASTENERS T6 BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS,SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL4ATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH'STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A.WOOD:MINIMUM C B.CONCRETE:M UM COMPRESSIVE OMPRESSE STRENGTH OF 2,000 PSI.ITY OF G=0.42 \\\`l R' L©Jjj// N M C.MASONRY:HOLOWiFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. \�`\��S ' ��i D.METAL STRUCTURE:S3'EEL 18G i{.048')FY=33KS1/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI „'� y. \\�' N 0 .U' .052"THICK MINIMIt1M I �""� • 6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE *+ Q• 5 " DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. I j TATE OF --! Luis R. Lomas P.E. FL No.:62514 2 of 2 15/2/2017