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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 1 ^ r Date: • • ^ Permit Number: V11 (/ • 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 Residential PERMITTYPE: ` 1 PROPOSED IMPROVEMENT LOCATION: Q Address: �i�v ere_ �e,�-� . �l. / e�� -e__ -3 Property Tax ID#: - ODd - Z Lot No. 3 Site Plan Name: eIL ��wC�- Block No. Project Name: S A tic C /q S IV U DETAILED DESCRIPTION OF WORK: [CdNSTRUCTIO4'1N FORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank —Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: -1-7&,) S 7c Sq. Ft.of First Floor: ?o d S7z' Cost of Construction:$ Utilities: —Sewer _Y_�eptic Building Height: / �3 OWNER/LESSEE: CONTRACTOR: Name V'V_ Z h,111`_ Name: IV Address: le/e,'ue &zLe-p_ Company: �.� C. 1-/,- II 14e__ City: �i eaLe ,,//State:E[ Address: 2-19 {7 z.,-1 14 e Zip Code: 3 l LF z Fax: City: & State: E/ Phone No. z``2 2 ^ 3 3 2— _s'� -v Zip Code: 34e2Y� Fax: E-Mail: yL� -'X©/V 7 OL i'Co phone No 2- S -Z2 Fill in fee simple Title Holder on next page(if different E-Mail_ from the Owner listed above) State or County License C6 6:-0.3 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. SUPPLEMENTAL CONSTRUCTION LIENIAW INFORMATION ,. 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 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." cin l/ LA Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORSTATE OF FLORIDA COUNTY OF ! • LACI I% COUNTY OF The,f�j�going instru en was acknowledge efore me The for ing instru ri s acknowledgWby efore me this M day of 20 by this 0 day of 20 alp Na�r'ti'a of person statement. Name of person making statement. I Personally Known_ J OR Produced Identification�_ Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced r J (Sign ture of Notary k b' ate dtAl�ddA�. NIELSEN (Signature of N - I r! RI ELSEN ` B State of Florida-Notary Public ��p 2o°�Y�OB<i'_State of Florida-Notary Public Commission No. Commis GG 207484 - " Commission #(6p : ESI , 7484 ='� Commission No -, *_ o F`o`�� My Co mals ion Expires =y A= My Commission Expires June 12, 2022 % off�Y�� June 12, 2022 nnn REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev.2/7/19 Wall Construction For other fastener types,refer to Table 22.It provides the withdrawal resistance for a number of different fastener types (smooth-,ring-and screw-shank nails;wood screws and vinyl siding nails).Together with the wind load tables in the 2006 and 2009 International Residential Codes,IRC Tables R301.2(2)and R301.2(3),the attachment schedules for any combination of siding type, continuous wood structural panel sheathing,design wind speed and exposure can be determined.See APA Technical Topic:Wood Structural Panels Used as Nailable Sheathing,Form TT-109 for more information including wind load tables and a sample calculation. TABLE 22 � kFASTENER WITHDRAWAL LOADS FOR THE ATTACHMENT OF SIDING TO CONTINUOUS WOOD STRUCTURAL PANEL WALL SHEATHINGO Ring-Shank Nails(b)(°)Withdrawal Loads(Ibf) 9 Wall Sheathing Nail Diameter(in.) Performance 0.097 6 Category 0.091 0.094 0.099 0.113 0.120 0.128 0.135 0.148 3/8 31 32 33 38 41 43 46 50 7/16 36 37 38 45 48 51 53 59 15/32 and 1/2 39 40 41 48 51 54 57 63 19/32 an 5/ �> 49 51 52 61 64 69 73 80 23/32.and 4 59 61 63 74 78 83 88 96 Wood Screws(°)(d)Withdrawal Loads(Ibf) Wall Sheathing Screw Gauge/Diameter(in.) Performance #6 #7 #8 #9 #10 #12 #14 Category 0.138 0.151 0.164 0.177 0.19 0.216 0.242 3/8 48 52 57 61 66 75 84 7/16 56 61 66 72 77 87 98 15/32 and 1/2 60 65 71 77 82 93 105 19/32 and 5/8 76 83 90 97 104 118 133 23/32 and 3/4 92 100 109 117 126 143 161 Vinyl Siding Nails(c)(-)(tl Smooth-Shank and Screw-Shank Nails(,)(*)Withdrawal Loads(Ibf) Withdrawal Loads Wall Sheathing Nail Diameter(in.) Nail Diameter(in.) Performance Category 0.092 0.099 0.113. 0.120 0.128 0.131 0.135 0.148 0.122 0.125 3/8 8 8 9 10 11 11 11. 12 10 10 7/16 9 10 11 12 13 13 13 - 14 12 12 15/32 and.1/2 10 1.0 12 13. 13 14 14 16 13 13 19/32 and 5/8 12 13 15 16 17 17 18 20 16 17 23/32 and 3/4 15 16 18 19 21 21 22 24 20 20 (a)Withdrawal capacities are based on the duration of load factor of 1.6 for wind applications.Adjustments for wet service and temperature are normally not required for attachment to the wood structural panel noilable sheathing. (b)For ring-shank nails,the withdrawal capacities(W)are based on specific gravities.(G)of 0.70 in accordance with APA TT-039 and W=1380 G2:5 D Co t,where:W=Withdrawal capacity(Ibf),G=Specific Gravity,D=Nail diameter(in.), Ca=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (c) Fasteners shall be long enough to fully penetrate wood structural panel sheathing by at least 1/4 inch. (d)For wood screws,the withdrawal capacities(W)are based on specific gravities(G)of 0.45 in accordance with APA TT-051 and W=2850 G'D Ca t,where:W=Withdrawal capacity..(Ib%G=Specific Gravity,D=Nail diameter(in.), Ca=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (e)For smooth-shank,screw-shank,and vinyl siding nails,the withdrawal capacities(W)are based on specific gravities(G)of 0.40 in accordance with APA TT-039 and W=1380 G2.5 D Ca,t,where:W=Withdrawal capacity(Ibf),G=Specific Gravity,D=Nail diameter(in.), Ca=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (f) Vinyl siding nails shall have a head of at least 3/8 inch in diameter. 49 I ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.E30V-0 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWW.APAWOOD.ORG 1k s - r Wall Construction � �r TABLE 29 ALLOWABLE SHEAR(POUNDS PER FOOT)FOR APA PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS-FIR, LARCH,OR SOUTHERN PINEM FOR WIND(ro)(c)(d)(e)(n OR SEISMIC(c)(a)(e)(9)LOADING Panels Applied Over 1/2"or 5/8" Panels Applied Direct to.Framing _ Gypsum Sheathing Minimum Minimum Nominal Nail Nail Size Nail Size Panel Penetration (common or Nail Spacing at (common or Nail Spacing at Thickness in.Framing galvanized Panel Edges(in.) galvanized Panel Edges(in.) Panel Grade (in.) (in.) box)(h) 6 4 3 211 box) 6 4 3 211) 3/8 2300)360111 460(11 610(1) APA 7/16 1-3/8 8d 2550) 39501 505(j)'670(J) 10d 280 430 550M 730 STRUCTURALI grades 15/32 280 430 550 730 15/32 1-1/2 10d 340 510 6658 870 — — — — 5/16 or 1/0) 180 270 350 450 180 270 350 450 APA RATED 3/8 1-1/4 6d 200 300 390 510 8d 200 300 390 510 SHEATHING;APA 3/8 220(1) 32001 41001 530(1) RATED SIDINGm) 7/16 1-3/8 8d 240(D 350(1)4500) 5850) 10d 260: 380 490M 640 and other APA grades.except 15/32 260 380 490 640 species Group 5 15/32 1_1/2 lOd 310 460 6000 770. — — — — — 19/32 340 510 6659 870 — — — — — APA RATED Nail Size Nail Size SIDING°')and (galvanized (galvanized other APA grades casing) casing) except species 5/16(k) 1-1/4 6d 140 210 275 360 8d 140 210 275 360 Group 5 3/8 1-3/8 8d 160 240 310 410 10d 160 240 3100 410 (a)For framing of other species:(1)Find specific gravity for species of 3-inch nominal member,or two 2-inch nominal members lumber in the AF&PA National Design Specification(NDS).(2)For fastened together to transfer the design shear value between common or galvanized box nails,find shear value from table above framing members.Wood structural panel joint and sill plate for nail"size for,actual grade.(3)Multiply value by the following adjust- nailing shall be staggered in all cases.See IBC or AF&PA ment factor:-Specific Gravity Adjustment factor=11—(0.5—SG)], Special Design Provisions for Wind and Seismic(SDPWS)for sill where SG'=specific gravity of the framing,This adjustment shall not plate size and anchorage requirements. be greater than 1. (h)See Table 5,page 14,for nail dimensions. (b)For wind load applications,the values in the table above shall be (i) Framing at adjoining panel edges shall be 3-inch nominal or permitted to be multiplied by 1.4. wider,and nails shall be staggered where nails are spaced2 (c)All panel edges backed with 2-inch nominal or wider framing.Install inches o.c.Check,local code for variations of these requirements. panels either horizontally or vertically.Space nails maximum 6.inches (j) Allowable shear values are permitted to be increased to values. o.c.along intermediate framing members for 3/8-inch and 7/16-inch shown for 15/32-inch sheathing.with some nailing provided pgnels:installed on studs spaced 24 inches o.c..For other conditions and (1)studs are spaced a maximum of 16 inches on center,or panel thicknesses,space nails maximum 12 inches o.c.on intermediate (2)panels are applied with long dimension across studs. supports.Fasteners shall be located 3/8 inch from panel edges. (d)Where panels applied on both faces of a wall and nail spacing is less (k)3/mended or en applied SIDING 16 oc is minimum recom- than 6 inches o.c.on eitherside,panel joints shall be offset to fall on dif- ferent framing members,or framing shall be 3-inch nominal or thicker (1) Framing of adjoining panel edges shall be 3-inch nominal at adjoining,panel edges and nails on each side shall be staggered. orwider,and nails shall be staggered where 1:0d nails(3"x (e)Galvanized nails shall be hof-dip 0.148")having.penetration into framing of more than 14/2 inches are spaced 3 inches o.c.Check local code for variations (f) For shear loads of normal or permanent load duration as defined by of these requirements. the AF&PA NDS,the values in the table above shall be multiplied by (m)Values apply to all-veneer plywood APA RATED SIDING panels 0.63 or 0.56 respectively. only.Other APA RATED SIDING panels may also qualify on a (g)In Seismic Design,Category D,E,or F,where shear design values proprietary basis.APA RATED SIDING 16 oc plywood may be exceed 350 pounds per lineal foot,all framing members receiving 11/32 inch,3/8 inch or thicker.Thickness at point of nailing on edge nailing from abutting panel edges shall not'be less than a single panel edges governs shearvalues. Typical`Layout for Shear Walls Load Framing Blocking Framing Shea a I boundary 59 I ENGINEERED WOOD CONSTRUCTION GUIDE•FORM NO.E30V•©2011 APA—THE ENGINEERED WOOD ASSOCIATION•WWW.APAWOOD.ORG