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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE. COM" FOR APPLICATION TO BE ACCEPTED" Date: �S_50-_(� Permit Number: SCANNED By LUC Wym 19 M 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 PERMIT • • FOII D R: Na.,^ +a:cc- �4 �Y.f� .+� ..' w+� w i ��` � ...i �� W` .. .. .@�[flf:l��,�1�. i• � •,n � � _ ._ Y ei �._. � � , '� y � :,'�Cix JCSL�. �v).'1LAi � � : 6., Address: Legal Description: �,?v M Property Tax ID #: - - �(� - i _ ��., Lot No. Site Plan Name: -;'D„_ t�`� r �ii..,'S' ` ` Block No. Project Name: 2 Li xW -17 do ?D P -'— Setbacks Front _' l Back: i `i Right Side: r Left Side: Y, Additional work to be pertormed under this permit - Meck all that apply: _Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors _ Electric _ Plumbing _ Sprinklers _ Generator _ Roof Total Sq. Ft of Construction: y0 Sq. Ft. of First Floor: Cost of Construction: $ Z, G Utilities: —Sewer _Septic Building Height: 5i 4 4 zp i S k a �,�iaj`W°q tia." z"�wi,} i 4 +�� E `•It t ? T�`Z�} 4�. a��".d j'� Y{F :5:n 4.,h J•��'n9 h.'P!` 4 4' S z' r }� !' yy G�'�3�� > �` Q�-�yynza ?! 1•,� "A' ,.,.f� Fi k i+' � �r��.��s�Fl��. � , #i.. e✓ _.'z r. �Mritk�G�"nM. ie �,��cS 0. +5 4}T Name Address:�_�3/-3 i r i,.,) r-r Lq.AJ City: i-� Rs �— State: �U� Zip Code: 3LI5,1/ Fax: Phone No. %-3 3C --7- Name: Company: _ Address: City: Zip Code: Phone No. E-Mail: State: Fax: -3Lf7 E-Mail: &� eJ- V C6 6 Y;�kE:Q . CC?l Fill in fee simple Title Holder on next page ( if different from the Owner listed above) _ State or County License: If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. i y'+ r 'l'S"ty5r�f�"Fu, 1 r5 !rr' ,F. .61++ • •• •• DESIGNER/ENGINEER: NAd ,ir�viRi�� hN y� h •.w P1.' Not Applicable MORTGAGEC Name: Name: A • • Address: City: State: City: State: • Phone:• Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name' • • Address: City: city: • Phone: •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 your Notice of Commencement. nature of Owner/ Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF SA-. COUNTY OF The for oing instrument was acknowledge before me this day day ofJ 20 �� by The forgoing instrument was acknowledged before me this day of 20_ by , �o� ►+.o �.� �a�►lnf�5 r 113 (Name of person acknowledging) (Name of person acknowledging ) (Signature of Notary blic- State of Florida) aim (Signature of Notary Public- State of Florida ) GIVENS Personally Known Q.RproducedW8�C�i�� '�•, bia blic-����nElgrida Type of Identificatio P-1 'Q ires�flo 16.2016 My Personal) Known OR Produced Identification y Type of Identification Produced ' fission � EE 858761 Com Commission No. ' ` WNabonalNotaryAssn. � Commission No. (Seal) — �,4trr„, Bonded J REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED V DILL DATE COMPLETED Rev. 772014—� L�t�7 Wen Bll%/�%iRQ S) Buyers Name(s Address City Phone e-mail db( lstallation Site (if s < xi "r { •r.,4 ' s�t'a+�* �' } %i. K.Art• + t ��nn'b'., ..u•'�'4_ a +r � � t yy r 4 r 347 EV 1h00@; cdi Ce lifrerei3t�rrar� z'�, County St Lucie 1:-,ZIP 34981 Date U .9 Dealer Office Use Only Sn,!/�ttr� )�udtlt ❑ L Sege ❑ RV Carp... ❑ Utility ❑ Other Slzr��kiiidtf>! = - 24 Roof Length: 21 rame Length 20 Leg Height; 7 U6urd E]Cerlent E] Asphalt ❑ Other PeFititts ❑X Yes ❑ No EIec'tr {AiatW6le ❑X Y.. ❑ No Roof: light gray Sides: End: Trim: light gray Standard Carport 1,495.00 Window- 24" X 36" Optional Roof Style:❑ Boxed Eave ❑ Vertical Extra Panels 2" X 3" Framing Upgrade 40 Year Panel Upgrade Certified: ❑ 140 MHP ❑X 170 MPH 400.00 Connection Fee: Side to Side Extra Braces: ❑ 2' ❑ 4r ❑ 6' Connection Fee: End to End °Ju Trim Gable Ends: ❑ Non -certified ❑ Certified -- ; 7 '. Side Height: 100.00 High Wind Anchors (standard on Certied Buildings) Enclose Both Sides lConcrete Anchors (Standard on Buildings installed on concret Enclose Each End Extra Rebar Anchors (Standard on ground installations) aatneout- Windov% Miscellaneous: x�'--Goats- Door Miscellaneous: -rieout- Garage Do Miscellaneous: pI�3erfor Side Entra A. Sales Total 1,995.00 Side Frameout- Square (Plus Side Close B. Lift Fee e Frameout- Dutch (Plus Side Closed Pri C. Subtotal (A + B) 1,995.00 Garage Door: Size (W'Xl• D. Sales Tax (C X Sales Tax Rate) i.Rr 6.5% 129.68 Garage Door. Size (WXI- E. Grand Total (C + D) 2,124.68 Garage Door: Size (W'Xf F. Deposit (A X Deposit Rate) AI 10% 199.50 36" x 80° Walk-in door Balance Due (E - F) 1,925.18 NOTICE TO BUYER: This ors s-oU only become effective upon execution and acceptance by Seller -Bennett Buildings Systems at its offices in Augusta, Georgia �md upon acceptance by Seller shall constitute the contract between Seller and Buyer, subject to the Terms and Conditions on the' ssde r.,xwt dealer is an independent contractor, and not the agent of Seller, except for receipt of the I deposit described above. an6so ration of Dealer shall be binding on Seller until and except to the extent accepted in writing by I Seller. This con'azr_-irxd�ea 63sto<i_-esvl!.a-.tion of the Unit at the address of Buyer indicated above upon receipt of they full purchase Vie; provided, i reties.3"we-a-zr i�:�ors©le for properly preparing the site for bstallation, obtaining any required permits for aar'attan o. the O^� max- s cin=_ci on the rse side, which Buyer hereby acknowledges by its signature below to . a xi $^ac cs-y n xx r rrt�on, an co ons�+oof site preparation, permits, warrantees and additional charges ai17i Date 5rlgsaf _ Date 3BS Steel Structures Iccepts for payment Check -by -Phone, /isa and Master Carc Order Accepted by BBS Initials Property Appraiser - St.Lucie Cowity, FL Page 1 of 1 PROPERTY RECORD CARD Damodar Bodhoo Record: 1 of 2 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 5713 Briargate Ln ParcellD: 2325-501-0002-000-6 Sec/Town/Range: 25 :35S :39E Account #: 14317 �4z Map ID: 23/25N Use Type: SF Res Zoning: RS-2 City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Damodar Bodhoo Ramdei Bodhoo BRIARGATE S/D LOT 2 (0.84 AC) (OR 3593,154) Address: 5713 Briargate LN Fort Pierce FL 34981-4436 Sales Information Assessment 2014 Total Land and Building Date Price Code Deed Book/Page 2014 TRIM: 184900 Land Value: 36800 Acres: 0.84 1/6/2014 205000 0001 WD 3593 / 0154 Assessed: 149141 Building Value: 148100 11/25/2013 100 0111 QC 3585 / 1582 Ag.Credit: 0 Finished Area: 2104 SgFt 7/18/2006 360000 00 WD 2615 / 0869 Exempt: 50000 12/27/1993 70000 01 WD 0876 / 2720 Taxable: 99141 11/19/1992 105000 00 WD 0817 / 0283 Taxes: 2144.62 2/28/1992 115000 00 WD 0778 / 0359 BUILDING INFORMATION Exterior Features View: RoofCover: TN - Metal RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1969 Frame: Grade: C - C EffYrBlt: 1990 PrimeWall: BS - CB Stucco StoryHght: 0020 - 2 Story No.Units: .1 SecWall: VS - Vinyl Siding Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: 1 HeatFuel: ELEC - Electric Prm.Flors: HW - Hardwood %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 450 AV AV 1978 1 0100-SF Res 210 -Front Ft 185 197.3 PA02 - POOL DK-GOOD Y 1 894 AV AV 1978 ENC2 - POOL ENC-AVG Y 1 1344 AV AV 1978 DWC - Driv-Concret Y 1 2300 A'.' AV 1969 FENS - CHAINLINK 5' Y 1 500 AV AV 1978 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=232550100020006 8/20/2014 rrro.al eA- itj n 4 - it d7,e IOPOSED WORK ECTORS THAT 'BEM TG, ,ABLE CODES" STRUCTURAL DESIGN OPEN CARPORT'.:' MAXIMUM 30'-0" WIDE X.14'-0".EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 21 August' 2014 Revision 3 M&A Project No. 121175 Prepared for: Mr. Danny Lowery President- Steel Structures :1660: Dixon Airline Road Augusta,; Georgia 30906 Prepared by: Moore and Associates .Engineering and Consulting, :Inc. 1009 East Avenue: - North Augusta, SC 29841 ♦,,,, � IS I liIWO ems, �♦ P•. Ns , q No 1" MDORE AND ASSDCIA,T 1. I ENGINEERII�fG AND CON54JLTIf�9 � E � ONAI-E�:��♦♦ . . %fill111N�� I rl 7 �: -� • 0 STATE OF i0 illFss OR IV �'ONAI.��% 1 1 MOORS AND ASSOCIATES DRAWN BY: 1RS I ° B ITT G LC ENGINEERING AND CONSULTING, INC. EL S s[ NECKED BY: PDH THIS DOCUMENT IS THE PROPERTY OP MOORE AND ASSOCIATES, INC. THE UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERvISE USE Or THIS DOCUMENT IS IROJECT MGR: VSH DATE: B-21-14 SCALE: NTS JOB ND 12117S LIENT: - SHT. 1 DVr, NO: SK-1 V: 3 STRICTLY PROHIBITED AND ANY 1WRINOENENT THEREUPON MAY BE SU:JECT TO LEGAL ACTION DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 5 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER) SHEET 6 BASE RAIL ANCHORAGE OPTIONS SHEET 7 BOX EAVE RAFTER GABLE END ❑PTION SHEET B BOW RAFTER GABLE END OPTION SHEET 9 BOX EAVE RAFTER EXTRA SIDE PANEL ❑PTION SHEET 10 BOW RAFTER EXTRA SIDE PANEL OPTION SHEET 11 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTIONS e01%talif2lo', S. a •o ? ;• NO .25 ^ STATE OF • 41, �! eo ,® •��,r�SA-<O�4OP: `moo® MOORS AND ASSOCIATES DRAWN BY: AS E BULLWiv "LENGINEERING AND CONSULTING, INC. NECKED BY= PDH EN THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE JECT MGR: VSH DATE: B-21-14 SCALE NTS JOB ND 121175 UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION.LIENT: - SHT. 2 DWG. ND: SK-1 V.: 3 BOX EAVE FRAME RAFTER OPEN CARPORT (Sheets 4, 6, 7, 9, AND 11) 4BOW FRAME RAFTER OPEN CARPORT (Sheets 5, 6, 8, AND 10) `FLASHING (OPTIONAL) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r� TYPICAL SIDE ELEVATION SCALE: 1/8' = 1'-0' 6' FLASHING LASHING — LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS it 6' I 30' MAXIMUM RAFTER SPAN I TYPICAL SIDE ELEVATION -HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZO SCALE: 1/8= 1'-0' SCALE: 1/8' = 1'-0' L%.- c. of ��Q.•�\CENS. O s F'% p� No 1 v: o l ST E (3 F� ' A9 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION SCALE: 1/8' = 1'-O' INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 3. DESIGN LOADS ARE AS FOLLOWS: A) DEAD LOAD = 1.5 PSF B) LIVE LOAD = 12 PSF C) SNOW LOAD = 20 PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. `IGH TIMATE WIND SPEED 141 T(J 170 MPH HNOMINAL WIND SPEED 109 TIJ 132 MPH): MAXIMtDj RA&9Q0ST AND END POST SPACIJ�G = 40 FEE■L 6. RISK CATEGORY I. 7. WIND EXPOSURE CATEGORY B. 8. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS) FRAMING MEMBERS. 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS ❑R PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES. 10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14• (3112 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 11. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW WIND SPEEDS ONLY. 12. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY OTHER POST FOR LOW WIND. 13, OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS. C 1Lf�'1 MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. NECKED BY: PDH OPEN CARPORT THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE U OJECT MGR VSN DATE: B-21-14 SCALE: NTS JOB N0 121175 AUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Oi THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUNJECT TO LEM ACTION. LIFNT: — SHT_ 3 OVFi ND: SK-I V_ 3 26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH LENGTH VARIES DEPENDING ON 1/4'x1' SDF'S WITH CONTROL SEAL NUMBER AND SPACING OF RAFTERS WASHER 2 AVERAGE 6' O.C. SPACING 12 Q 3 24' 16 GA. U-CHANNE\ II BRACE FASTENED TO RAFTER WITH (2) 1/4'xi' _ S➢F'S AT EACH ENO u (4 PER BRACE) X 4 v TYPICAL RAFTER/POST END FRAME SECTI❑N SCALE: 1/B' = 1'-0' TS BOX EAVE RAFTER 3/16 NIPPLE TO RAFTER 3/16 6' MINIMUM 6' LONG, MNIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'x1' SDF'S / / TYPICAL RAFTER/POST SIDE FRAMING SECTION SCALE: 1/8' = 1-0' y a '- i / 16 GA. U-CHANNEL BRACE (5' TO 7' RAFTER POST) jOR 16 GA. U-CHANNEL BRACE r iP (8' TO 14') RAFTER POST) � OO SECURE W1TH (4) 1/4'xl' SDF'S (EACH END) �TS POST BOX EAVE RAFTER/CORNER POST CONNECTION ��6AiIliottt� 1 SCALE: NTS % \_�•.... All IB', vim; N 700 : -0 s/ iy STATE ♦ 0.. �/`� •:°� OR 'D Nam. •, S •'•••.....•• C9 �� 01VA1, MOORE AND ASSOCIATES DRA GINEERING AND CONSULTING, INC. CHE DOCUMENT IS THE PROPERTY OF WOK AND ASSOCIATES, INC. THE 0 HERIZE0 REP RODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS MY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO BY: ,1RS TS POST MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE WITH (6) 1/4'xV SDF'S TS CONTINUOUS BASE RAIL -I � I i Ti i '=j i t —i - (- RAFTER POST/BASE RAIL 2 C❑NNECTI❑N DETAIL SCALE: NTS �— 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) 1/4'xV SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE: NTS BENNETT BUILDING SYSTEMS, LLC. OPEN CARPORT 26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH LENGTH VARIES DEPENDING ON 1/4'x1' SDF'S WITH CONTROL NUMBER AND SPACING OF RAFTERS SEAL WASHER E AVERAGE 6' O.C. SPACING 12 Q 3 24' 16 GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4'1 SDF'S AT EACH EN➢ (4 PER BRACE) o� TYPICAL RAFTER/POST END FRAME SECTI❑N TYPICAL RAFTER/POST SIDE FRAMING SECTION SCALE: 1/8' = 1'-0' SCALE: 1/B' = 1'-0' .�` yNE. S..!lp''�. % 'o 7 TS BOW RAFTER i %�"' •STATE NO SCREWS IN c OREQUIRED f BOW END 40 • N` �6� z `ems l,�erneal"e"a gI � • NIPPLE T3/16 O BASE RAIL TS POST � 3/16 rt, E. - MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE 0 WITH (6) I/4'xl' SDF'S w } MINIMUM 6' LONG, MINIMUM 14 GA., o TS CONTINUOUS BASE RAIL - TS NIPPLE. P SECURE BOW o RAFTER AND POST - TO NIPPLE WITH (fl (4) 1/4'xl' SDF'S —' 16 GA. U-CHANNEL BRACE III : I —� 15' TO 7' RAFTER POST) — li —� fill OR 16 GA. U-CHANNEL BRACE (R' TO 14') RAFTER POST) aN RAFTER POST/ 2 BASE RAIL CONNECTION DETAIL SECURE WITH SCALE NTS (4) 1/4'xl' SDF'S (EACH END) `TS POST BOW RAFTER/CORNER POST 1 CONNECTION DETAIL SCALES NTS MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. IOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE IOtIZED REPRODUCTION. COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS ITT PROHINITED AND ANY IKRINGEMENT THEREUPON MAY BE SUBJECT TO N 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND 2 1/4' RAFTER, WITH (2) 1/4'xl' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE: NTSJ . F [ L BY: JRS BENNETT BUILDING SYSTEMS, LLC D BY: PDH OPEN CARPORT T MGR WSM DATE: 8-21-14 SCALE- NTS JAB ND 12117S cuT t Inur. mm 4IC-1 Lrw. -2 BASE RAIL ANCHOi��, E OPTIONS FOR LOW AND Hi WIND SPEEDS INSTALL 1/2'x6' EXPANSION INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL WWF OR FIBERGLASS WITHIN 6' OF EACH WWF OR FIB4RGLASS WITHIN 6' OF EACH FIBERS POST ALONG SIDES. (FOR LOW WIND FIBERS POST ALONG SIDES. (FOR LOW WIND SPEE➢S ANCHOR MAY BE INSTALLED AT SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) EVERY OTHER POST) n n I I o C n - 1 t GRADE GRADE I —I I —I II —I I I— I o i I l-1 I �4' EI I 1 I-1 MINIMUM 2 3_ 1 , 1:- MINIMUM 2 3/4' Typ EMBEDMENT I I I cc a 1 1 1 EMBEDMENT I IL 11,T�I I I� I II I Iil 11 -I l l� MONOLITHIC CONCRETE FOOTING MONOLITHIC CONCRETE FOOTING WITH PSI MIN.) REINFORCED (3000 PSI MIN.) REINFORCED WITH (2) q4's CONTINUOUS WITH (2) H4'. CONTINUOUS \p 5 5/8' CONCRETE MONOLITHIC SLAB �AILAN RETE SLAB BASE 3A BASE RAIL ANCHORAGE 3B CHORAGE SCALE:NTSNTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL TGP OF ASPHALT DRILL 5/8' DIAMETER HOLE THROUGH THE BASE RAIL AND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH BARS SHALL BE PER ACI-318: GROUND SURFACE 1/2, DIAMETER THROUGH BOLT 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED To ---I---- _ THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.I— ICI-,II-!il-III � REINFORCING STEEL I�1 I I =li=- � II �il-� _�=!- I THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE I I� I -I lid-- III 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC I- iiI III-- ii —I li 1 :11 MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE JrL SHOP OR THE FIELD PROVIDED: TS CONTINUOUS 1. REINFORCEMENT IS BENT COLD. BASE RAIL 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. DOUBLE HELIX EYE ANCHOR 3, REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW) BE FIELD BENT. HELIX ANCHOR NOTES: 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM 3C>GROUND BASE HELIX ANCHORAGE (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. NTS (CAN BE USED FOR ASPHALT) 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY ®O�pp11111i1s STIFF SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH % f Iq MINIMUM 30 INCH EMBEDMENT. O�,``• S. �o 4fI" 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND o0e Q' .••�G E IV`Q ••O•T'os� SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 e �. •� �' INCH EMBEDMENT. N O 7 op 5. FOR VERY LOOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFFER v • •: i'Y e CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) B' HELICES ® F WITH MINIMUM 60 INCH EMBEDMENT. _ :• STATE OF1,0 •:�' j IF40 S' • •......•• � -�+Is1 0� MOORS AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. NECKED BY: PDH OPEN CARPORT THIS DOCUMENT IS THE PROPERTY or MOORE AND ASSOCIATES, INC. THE OJECT NOR: WSM DATE: B-21-14 CALE- NTS JOB KO 12117S UNAUTHORIZED REPRODUCTION. COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PRO4111ITCD AND ANY INFRINGEMENT THEREUPON MAY K SUBJECT TO LEGAL ACTION. LIENT: - SHT. 6 Dw& NO: SK-1 V: 3 SOX EAVE RAFTER GABLE END OPTION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION SCALE: 1/8' = 1-0' NIPPLE TO RAFTER , TS BOX EAVE TS TYPICAL BOX EAVE RAFTER GABLE END FRAMING SECTION SCALE: 1/8' = 1-0' L-TS GABLE RAIL ,--1 1/2-xi 1/2'x2' 16 GA. CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) 1/4'x1 ' SDF'S 2 ON TOP, 2 ON SIDE MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'x1' SDF•S TS POST BOX EAVE RAFTER GABLE RAIL TO 4 RAFTER POST CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. DOCUMENT IS THE PROPERTY OF MOORS AND ASSOCIATES, INC. THE HORIZED REPRODUCTION. COPYING, OR OTHEMSE USE OF THIS DOCUENT IS TLY PROHIBITED AND ANY INFRINGEMENT THEREUPON HAY BE SUBJECT TO ACTION. l 1/2'x1 1/2'x2' 16 GA. CLIP ANGLE SECURE TO BOX EAVE RAFTER AND GABLE RAIL W/(4) 1/4'xl' SDF'S 2 ON TOP, 2 ON BOTTOM ,�ttt u u irrrrri S. ��,,`�P •�`c E N SF•• �* No 7 4e O STATE OF 40 osi���ss< O R 1 O•• �N_��� /' 114A t AVN BY: JRS BENNETT BUILDING SYSTEMS, LLC ECKED BY: PDH OPEN CARPORT OJECT NCR: WSM DATE: 8-21-14 SCALE: NTS JOB ND 12117! [ENT: - ISHT. 7 DWCA. ND SK-1 V: 3 BOW RAFTER GABLE END OPTION TYPICAL BOW RAFTER GABLE END ELEVATION SCALE: 1/8' = 1-0' TS BOW RAFTER TYPICAL BOW RAFTER GABLE END FRAMING SECTION SCALE: 1/8' = 1-0' 1 1/2'x1 1/2'x2' 16 GA. CLIP ANGLE SECURE TO BOW RAFTER AND GABLE RAIL W/(4) I/4'xl' SDF'S, 2 ON TOP, 2 ON BOTTOM 1 1/2'x1 1/2'x2' 16 GA. CLIP TS POST ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) 1/4'x1, SDF'S, TOP AND BOTTOM MINIMUM 6' LONG, MINIMUM 14 GA., L-TS GABLE RAIL TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'xl' SDF'S IS POST (K)BOW RAFTER GABLE RAIL TO RAFTER/POST CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. DOCUMENT IS THE PROPERTT Or MOORE AND ASSOCIATES, Di1C. THE NORIZED REPRODUCTION, COPrING. OR OTHERWISE USE Or THIS DOCU1ENT IS ICY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO ACTION. �►� E S' Nj Lei 0 e® �*C, E N s �.� so `. : • 's'• 0 No 1 d �l Zs�Jla1 r lz�O. STATE OF ,� ;O P• eeFC �ORI ee c4•' ••.....•• IY: JRS BENNETT BUILDING SYSTEMS, LLC BY. PDH OPEN CARPORT MGR= WSH DATE: 8-21-14 SCALE: NTS JOB ND 12 HT. 9 DWG. ND SK-i V� �lJ 1 BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION 26 DR 29 GA. GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO PURLINS� AND POSTS WITH 1/4'xl' S➢F'S WITH CONTROL SEAL WASHER 2 AVERAGE 6' �\ O.C. SPACING wN�aW 24. 16 GA. U-CHgNN! a>a� BRACE FASTENED TO RAFTER WITH (2) 1/ SDF'S AT EACH END (4 PER BRACE) �4Qzo TYPICAL RAFTER/POST FRAME SECTION — EXTRA SIDE PANELS SCALE 1/8' = 1-0' 30' MAXIMUM RAFTER SPAN I r- ---111 TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE+ 1/8' = 1-0' LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-0' ,,aaaa�Aal:€/Asae O •10 Mo 7 � � s � s r L/ O ;• STATE OF •.:40 .n . ��i t� •• O R 1 `0 P'• �`���� .tee, - - - _ _,��ssS'/Il w � a „ •���: ��, MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. DRAWN BY. AS u ' 79NOTBMbAM4fEMSK.LC OPEN CARPORT NECKED BY: PDH THIS DOCUMENT IS THE PROPERTY Or NOORE AND ASSOCIATES, IMC THE L MUTHORIZED REPRODUCTION, [OPTING, OR OTHERWISE USE W THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY IWRINDEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. OJECT MGR= WSH DATE; B-21-14 SCALE.- NTS JOB NO: 12117S LIENT= SHT. 9 DWG. ND SK-1 V: 3 Ak i/ BOW RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION -26 OR 29 GA. GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO RAFTERS AND POSTS WITH 1/4'.1' SDF'S WITH CONTROL SEAL WASHER H AVERAGE 6' O.C. SPACING 24' 16 GA. U-CHANNEL H r N BRACE FASTENED TO a RAFTER WITH (2) 1/4' SDF'S AT EACH END u W W (4 PER BRACE) Ewa TYPICAL RAFTER/POST FRAME SECTION — EXTRA SIDE PANELS SCALE: 1/8' = 1-0' OPTIONAL 6' WALL EXTENE TO MATCH ROOF TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE: 1/6' = 1-0' MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. DOCUMENT IS THE PROPERTY Or HOORE AND ASSOCIATES, INC. THE HORIZED REPRODUCTION, COPYING, OR OTHERVISE USE IF THIS DOCUMENT IS ILY PROHIBITED AND ANY IWRINGEHENT THEREUPON MAY BE SUBJECT TO ACTION. (OPTIONAL) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE 1/B' = 1-0' 0�,v=rlral!ar,io, 0��0,`�p'••� G E � F . v S•��� O IVq� •• �• O 17 • • r o TATE OF e F�I •' .•. 1rl BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT BOX EAVE RAFTER VERTICAL ROOF OPTION 30' MAXIMUM RAFTER SPAN r TYPICAL END ELEVATION VERTICAL ROOF SCALE: 1/8' = 1-0' IIl � �I lil i. ��II I ilill I IIII I �� (IIII .III � lii I,' I II".'� I I I I C I II I�� ll� ;:I III IIII I'll Dill I I� I III I I III' I III Ili I . � ICI I � I 1'I IIIIf II � I'll i I I III I I I I I I � I I I I ill '...��i I'l III i it 6' FLASHING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r- TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' �®`rr®emoaaees�® S. o�oe��P••�`c E No STATE OF ktAI ''- NAL MOORE AND ASSOCIATES DRe ENGINEERING AND CONSULTING, INC. HE THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE 1 UNAUTHORIZED REPRODUCTION COPYING, OR OTHERWISE USE OF THIS DOCU1ENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LI 6' 26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 1/4'zl' SDF'S WITH CONTROL SEAL WASHER B AVERAGE 6' O.C. SPACING 0.836-18 GAUGE FURRING CHANNEL 24. 16 GA. U-CHANNI (PURLIN) BRACE FASTENED TO RAFTER WITH (2) 1/ SDF'S AT EACH END (4 PER BRACE) TYPICAL SECTION VERTICAL ROOF OPTION SCALE: 1/8' = 1-0' 0.836'-IB GAUGE FURRING CHANNEL SPACED NOT MORE THAN 4-0' O.C. AND FASTENED TO EACH RAFTER WITH (2) 1/4'X1' SDF'S LENGTH VARIES DEPENDING ON 3 6 SEE NOTES (PAGE 3) FOR MAXIMUM SPACING TYPICAL FRAMING SECTION VERTICAL ROOF OPTION SCALE: 1/8' = 1'-0' 0.B36'-IB GA FURRING CHP 6' ROOF PANEL ATL-A -M,ENT _ (ALTERNATE FOR VERT 'O P ' L ) SCALE: NTS j . r -lim c (01 BY:.IRS BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with 1 licable laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on to meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and 1or the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and rela di cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this 6 day of of 20 c . CAol. Owner/Builder Signature STATE OF FLORIDA , COUNTY OF 5k', L `lc The foregoing instrument was kcknowledged before me thisday of 20AJ, by pay ,r-^ o who is personally known to me, or w produced L as identification. NNp GN 0 F�o�ida OtiP aye p16 Signature ofNotary� Title: NoIM Public SLCPDSD Revised 05/15/2014 Type or Print Name o Commission Number P10kc 1. as Dec16 m My Go-Mm.\(tiel gandeaj�