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HomeMy WebLinkAboutSUBMITTED PAPERSOF>?t�EJS DATE FILED. 1, Nr PLAN REVIEW FEE: V RECEIPT NO.: -C PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SC 772-462-1553 r APPLICATION for -BUILDING PERMIT y CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: loves ,(J/'yt 2. PROJECT NAME: t W Pr 001i- gd-n-;j SITE PLAN NAME: 3. PROPERTY TAX ID#:3 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Legal Description RIVER OAK ESTATES LOT 19 (0.24 AC) (OR 922-2161) 5. PLAT BOOK 6. PAGE NO. --II 7. BLOCK NO. 8. LOT NO. ®f o� p 9. PARCEL SIZE (AC /SQ . • 0 LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: faZ Kaa�c /© 11. SETBACKS (ACTUAL) FRONT-.,?s < BACK: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [I NEW CONSTRUCTION ;PI —RESIDENTIAL [ ] OTHER (SPECIFY) _ RIGHT SIDE: LEFT SIDE: [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] .COMMERCIAL [ ] .INDUSTRIAL 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: (/ 15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: $ �C� ( 1 .06 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures arc not consistent with similar types of cotistruction activities. If the valucis $2500 or more, a RECORDED Nodcc of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 4 UPDATED 6/25/09 4 OWN E TION NAME: i r /G�ly✓'-fig I `wS ADDRESS:o� CITY: !` ?- V'lelzx _ STATE: ZIP: y � PHONE (DAYTIME): M.- -?76 -1Y9S Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: -- ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT .BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): L__) FAX NO. ST. LUCIE COUNTY CERT #: Email: M' ARCHIT/ENGINEER: 6)19yiv2_ .S / Moor 2 ADDRESS: l b o q row Aug �r CITY: AJ" Alin asJ,- SC, —'29"/ STATE: ZIP: PHONE (DAYTIME): L� BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. s Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 - OWNER/BUILDER 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 or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it 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. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic�a laws, ordinances, building codes, and zoning regulations. Initial L f I understand that the building official and inspectors are not there to design or give advice on how ,meet the minimum code. Initial, V NT 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. r, 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 liable f r the cost of the license. Initial � .' r� 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 related medical 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 T Dep nt to the Florida Stat Department of Professional Regulation. Signed and acknowledged on this day o of 20%�. A%, Z Ow'n'erA3utfder Signature STATE OF FLORIDA COUNTY OF41r/ The for oing instrument w cknow1 aged�bbefbreme this A- day of 1�!') 20Iby who is personally kno to me, or who has oduced /.� / / �/ as i tification. Ignature otary �Tor Print Name of Not (Seal) Title: Not Public Commission Number SLCPDSD Revised 07/22/2010 AUDREY B. HUMPHREY MY COMMISSION # EE 061159 �;f EXPIRES: March 6, 2015 �,'q'f V00- Bonded 7hru Notary Public Underwriters OFFICE USE ONLY �� , L -4: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE r% A LOT CVG % ���ql'l"3Eu(0- FLOOD ZONE FIRM MAP # 1ST FLR ELV �J b MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS MPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FME/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FE$ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS. ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER RljVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED 2 ;DATE < COMPLETED J INITIALS %\j i 3 j i i 1 ! ! j CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations -as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT_ N 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. O , ,! r OR CONTRACTOR SIGNATURE' n STATE OF FLORIDA m a � e COUNTY OF �P o i v a 32 The foregoing instrument was acknowledged before g o - 20�� °' m me this day of ?, m"� � by n CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument Fas acknowledged before me this day of by who is personally known or has produced n� who is pc c • as id ntiflcation. ature o110 Sign ur i 20 known or has produced of Notary as identification. Commission No. (Seal) dommission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER,- THE OWNER MUST PERSONALLY APPEAR :TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. ' For specific intructions see appropriate permit 5hecklist. i Property Appraiser - St.Lucie `" tnTy, FL Page 1 of 1 PROPERTY RECORD CARD Roger F Thomas Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification - �L)3CIE0� _ ok2 Site Address: 3251 RIVER DR v ParcellD: z 2430 502-0019.0� 004 Sec/Town/Range: 30 :35S :40E Account*: 32881 yam: Map ID: 2413ON Use Type: SF Res Zoning: RS-3 City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Roger F Thomas Charlee R Thomas RIVER OAK ESTATES LOT 19 (0.24 AC) (OR 922-2161) Address: 3251 River Dr Fort Pierce FL 34981-4539 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 92800 Land Value: 18700 Acres_0T24°` 9/29/1994 97000 00 WD 0922 / 2161 Assessed: 92445 Building Value: 74100 1/1/1984 68000 00 CV 0422 / 2376 Ag.Credit: 0 Finished Area: 1860 SgFt 9/1/1976 53000 00 CV 0257 / 0827 Exempt: 50000 9/1/1976 53000 00 CV 0257 / 8270 Taxable: 42445 Taxes: 1041.03 BUILDING INFORMATION Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBit: 1974 Frame: - Grade: C - C EffYrBlt: 1974 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 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. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 0000000450 AV AV 1981 1 0100-SF Res 260 -Front Ft Ca12r PA01 - POOL DK-AVG Y 1 0000000525 AV AV 1981 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 a' 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=243050200190004 1/14/2014 MAXIMUM 30"-V' -WIDE X 14'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME THESE PLANS'AND.ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 29 August 2013 MAY BE NECESSARY IK ORDER TO Revision 2 COMPLY WITH ALL -APPLICABLE CODES. M&A Project No. 12117S Prepared for: Mr.. Danny Lowery WA sT LucIE c0 TY President-. Stee1- Str ictures BUILDING DIVISION 1660 DiXOil Airline_ REVIEWED ,Road Augusta; GCOI'gia 3090E FOR - REVIEWED. BY DATEas PLANS A P MIT Prepared by: ' MUST BE KEPT JOB OR NO INSPECTION WILL BE MADE Moore and Associates Engineering and Consulting, Inc. 1009--East-Avenue North Augusta; SC 20841 ,,,������r��i����, ♦��� N�. S. �( O ♦ ••.......... �♦ P.LENS • .'9 • COWLS FASTENERS No 57170 :. Z OR ATTACHMENTS�- ARETHE RESPONS161L11Y OF THE iV1CJOFIE ANO../A.5SC3Gf�l? E.S : O • •. STATE OF : Q/� . N�IIVEGRINri' PIVD bONSULT . _ • .. PeN %N . ---COI+&CTTOROFREMM - - - - -- - - - - - -- - - MOORE AND ASSOCIATES ENGINEERING AND CONSULTING FILE C1009 East Avenue 0 PY North Augusta, SC 29841 Phone: (8031279-7799 Fax: (e03) 279-3B48 www.MandA-Ino.com 11 March 2014 *4,f ?ply Bennett Building Systems, LLC 1660 Dixon Airline Road Augusta, GA 30906 Attn: Mr. Tanner Dant RE: Structural Analysis/Design of Metal Building Systems 12'-0" Wide x 10'-0" Eave Height x 20'-0" Long, Open Carport Building Farrell- 3251 River Drive, Ft. Pierce (St. Lucie County), FL 34981 M&A Project No. 14028S Dear Tanner: Per your request, Moore and Associates Engineering and Consulting, Inc. (M&A), is providing this letter to indicate that a 4 inch thick concrete slab is acceptable for use with the subject building. Please note that the bolts fastening the tube steel runners must be embedded into the concrete the minimum depth indicated on the drawings in order to resist uplift and shear forces. Freeze/thaw should not be a problem given the location of the building. Please contact me at (803) 279-7799 if you have any questions or need additional information. Sincerely, MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. Wayne S. Moore, P.E. President C: Project File National Society of Professional Engineers® •.•`ENE S• MO ��•. ♦�♦��P,.��G E IYS�. 9 No 1 STATE OF w�+►/ 0'A'; O R 1 DX6'' % .,CIS fONA` E���`% DRAWING INDEX SHEET.1 PE SEAL COVER SHEET SHEET 2DRAWING 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 ❑PTIONS SHEET BOX EAVE RAFTER GABLE END ❑PTION SHEET 8 BOW RAFTER GABLE END ❑PTION SHEET 9 BOX EAVE RAFTER EXTRA SIDE PANEL ❑PTION SHEET 10 BOW RAFTER EXTRA SIDE PANEL ❑PTION SHEET 11 VERTICAL ROOF OPTION- END AND SIDE ELEVATION AND: SECTIONS MOORE AND ASSOCIATES RnVtd BY, JRs.. ,NGINEERING AND CONSULTING, INC.. ctcEn BY.-PnH. us mCuvff .IS THE PROPERTY OF NOOtE AND ASSOCIATES, IHG THE 6ROJECT HM VSM . - tAU NOREM REPRODIICTMX COPYM OR. Un*3tWISE USE OF THIS DOMNENT IS IRICTLY PRO onlED' AND ANY DflMIGQENT TtERE1IPON MAY BE SLMJ.m TO XAL-ACTUL - ENT1 -. �9� ce- 1, � pi,6, ,%willatails"fie S. ISO *i, Noe _ • • : w S 0% STATE OF �� •....... R �% o BENNETT BUILDING -SYSTEMS, LLC OPEN CARPORT 3-29=13 ALES NTS . AB NOr 12 n1 1 BOX EAVE FRAME RAFTER OPEN CARPORT (Sheets 4, 6, 7, 9, AND 11) 30' MAXIMUM RAFTER SPAN_I TYPICAL -SIDE ELEVATION -HORIZONTAL . ROOF TYPICAL _END ELE= SCALE: 1/8' = 1'-0' SCALE: U8' 1'-01' ' BOW FRAME RAFTER OPEN CARPORT (Sheets 5, 6, 8, AND 10) LENGTH VARIES DEPEN➢ING,DN NUMBER AND SPACING OF RAFTERS �-II 30' MAXIMUM RAFTER SPAN ZONTAL.ROE G Poo, NO 1 • 3/3/14- : or c TAT OF °:�4i/ Z. T°° ��S..ORIC3°. ♦`,� ®�4sS ON AL TYPICAL SIDE. ELEVATION TYPICAL END .ELEV.ATION_ SCALE: 1/8' = 1'-0 SCALE: 1/8' =1'-0' 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 L B) LIVE LOAD = 12 PSFFIE C) SNOWLOAD = 18.1 PSF 'm A 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, 5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET, 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 OR 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` (3-12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. [1, GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW WIND SPEEDS ONLY. 2. 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. 3. ❑PTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS. MOORE AND ASSOCIATES AND -CONSULTING, INC.- . .. BENNETT BUILDING SYSTEMS, LLC OPEN CARPORTENGINEERING FVNJRS PDH: THIS DDCUMENT IS THE PROPERTY OF NMRE'AND ASSOCIATES, DC TTE tMTHWa ED REPRODUCT113%.COPY>fIG. OR.OTERViSE USE OF THIS DOCUIO T ISSTRICTLY P nnED AND ANY DFRDiGMIT THEREUPON MAY IE SUBJECT TO LEGAL AcrDx'SHT.a RiVSM .. ATE . B-29=13 ALES NlS - Npl 12S7St VG was SK71 .. EVa. 2 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 L AVERAGE 6' O.C. SPACING - 1 4 12 Q 3 SEE NOTES (PAGE 3) �24' 16 GA, U-CHANNEL FOR ACINGMAXIM SPACING BRACE FASTENED TO . w RAFTER_ WITH (2) 1/4'xl' _ SDF'S AT EACH END C4 PER BRACE) 2 E 3 4 6 TYPICAL .RAFTER/POST..END FRAME. SECTION. TYPICAL- .RAFTER/POST, SIDE FRAMING. SECTION SCALE;• 1/8' = 1'-0' SCALD" 1/8' _ 1'-0• . I i TS BOX EAVE RAFTER _ 3/16 NIPPLE TO \\\ RAFTER 3/16 - I i � I I I LJ 3/16 NIPPLE TO. TS POST. o J BASE RAIL 6' 3/16 MINIMUM 6' LONG, MINIMUM 6LONG, MINIMUM MINIMUM 14 GA., 14 GA., TS NIPPLE. SECURI TS NIPPLE. SECURE / WITH (6) I/4.'xl' SDF'S POST TO NIPPLE C WITH (4) 1/4'x1' SDF'S I o w a TS CONTINUOUS BASE RAIL �I o ' I I—III—III—III=1 m =1 11=1 1 11 11=1 11= 16 GA. U-CHANNEL BRACE RAFTER POST/BASE RAI.L . (S' TO 7' RAFTER POST) OR CONNECTION .DETAIL 16 GA. U-CHANNEL BRACE. _ o 18'TO 14') RAFTER POST) SCALES NTS - ,° O SECURE WITH (4) 1/4'xl' SDF'S (EACH END) �TS POST N BOX EAVE RAFTER/CORNER POST CONNECTION, DETAIL 1 SCALE.' NTS � _`� S. MO j� �` ••�����• � 16 GA. U-CHANNEL BRACE ��, �►� • G �O9 ,I FASTENED.T❑ THE "LEG "AND. ,� ��� ��� •� '� �j 2 1/4' RAFTER, WITH (2) 1/4'x1' • I' SDF'S AT EACH END = : No 57 1 O (4"PER BRACE) * BRACE SECTION SCALE NTS ?,/14— ! it :9 - STATE OF 4J �- S/ONALe %1 'phi llII111 it MOORE AND ASSOCIATES DMWN"EYl JRS BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT NGINEERE G AND CONSULTING INC CHECKED BY1 PnH -- - - - - - - - - ---- - — -- TOS DOCU EW IS THE PROPERTY OF MOORE AND ASSOCIATES, M THE' ECT MGRI WSN . DATE, .8-29-13 CALE� NTS Nil 12117S U1 MI ORIZED REPRODUCTM COPYM OR OTI* WISE USE OF THIS DOGltE f IS STRICTLY PRIMmITED AND ANY 'IIFRDIBM.ff 'TEAEUFON MAY BE SUBJECT TO LErAL ACTUX IENTI — ISHT. 4 V& NOi SK-1 a. 2 - . . 26 OR 29. GA, GALVANIZED _METAL ROOF PANELS FASTENED TO RAFTERS WITH 1/4'xl'- S➢F'S WITH CONTROL SEAL. WASHER @ AVERAGE 6' O.C. SPACING 1 5 12 Q 3 24' 16 GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4'x1' S➢F'S AT EACH END s (4 PER BRACE) o= � J TYPICAL RAFTER/POSTEND FRAME -SECTION. SCALES 1/8_ 1'-0' SCALE; 1/8' = 1'-0' ' py. t,*,Itltl � 1 `,•��,�Q'••��G E NSF•�•pF♦�� # No 1 Z0 •: 6 • s • • �� :• STATE OF100 ♦���, ,pNA' ' NIPPLE TO 3/16 BASE RAIL TS POST 3/l6 WITHNIMUM UM 14 6)S1/4' l'E. SDF'S MINIM6 LONG ICORE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF. RAFTERS . NO REOI BOW TS BOW RAFTER MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'xl' SDF'S SECURE WITH (4) 1/4'x1' SDF'S (EACH END) r `-TS POST LOW RAFTER/CORNER P❑ST 1 C❑NNECTI❑N DETAIL. . SCALE: NTS TYPICAL RAFTER/POST SIDE FRAMING SECTION TS CONTINUOUS BASE RAIL 16 GA. U-CHANNEL BRACE I -I I I -I III I (5, TO 7' RAFTER POST) -III-I I -I I I -I I OR 1 6'GA. U-CHANNEL BRACE 18' TO 147 RAFTER POST) MOORE AND ASSOCIATES ENGINEERING AND CONSULTING; INC. n= M UEPR IS DE PROPERTY OF MOM AMD ASSOC 7M.. VC nE UiMJ7Wi1ffD REPR®uCTDzL. COPYDIC. OR IIi}ERVISE IISE :OF THIS DocLooiF is STRICTLY PROEfl81TED'AND ANY'IIFRIIIGQEtiT TFEREl1PR1 MAY DE W&ECT' m riv Acnm RAFTER POST/ 2 .BASE RAIL .CONNEC 'I❑N DETAIL SCALE+ NTS- -16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) 1/4'xl' SDF'S AT EACH END (4 PER BRACE) BRACE . SECTION SCALE, NTS BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT PEI .8-29-13 CALE1. NTS LUB M ,12117S BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH 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 FIBERGLASS WITHIN 6' OF EACH FIBERS POST ALONG SIDES. (FOR LOW WIND FIBERS POST ALONG SI➢ES. (FOR LOW WIN➢ SPEEDS ANCHOR MAY BE INSTALLED AT SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) EVERY OTHER POST) ' f'1 M ;GRA➢E 1 GRADE -III-I =I I -III -I 8° =I . MINIMUM 2 3/4I 1 d d I I_ MINIMUM 2 EMBEDMENT EMBE➢MENT— (TYP.) II — (TYP-) _I. - -1 MONOLITHIC CONCRETE ING II1I'-0' . III III MONOLITHIC CONCRETE FOOTING (3000IMIN.)REINFORCED PSIMINREINFORCED F77. WITH (2) N4's CONTINUOUS WITH (2) N4's CONTINUOUS 5 5/8' /8'- CONCRETE MONOLITWIC SLAB CONCRETE MONOLITHIC SLAB 3 A BASE IL ANCHORAGE 3B BASE .RAIL ANC GE SCALE NTS" SCALE: NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES_ CONCRETEi CONCRETE _SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS STRENGTH OF 3,000 PSI. AT 28 DAYS. COVER OVER REINFORCING STEEL, DRILL 5/8' DIAMETER HOLE - TOP OF ASPHALT THROUGH THE BASE RAIL AND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH BARS SHALL BE PER ACI-3181 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 —11 THE EARTH, OR WEATHER -AND 1 1/2 INCHES ELSEWHERE. REINFORCING STEEL, �-III—� I —I I III III—IIIIII—I.� 1-I THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE _ 60. THE SLAB REINFORCEMENT SHALL. BE WELDED WIRE FABRIC I —III —III III III —III III — I MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. IIIIIIII —IIE IIIIII —III—III REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED, TS CONTINUOUS BASE RAIL 1. REINFORCEMENT IS BENT COLD; 2, THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND 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 GROUND .BASE HELIX. ANCHORAGE AND COBBLES, CALIEHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. SCALE:"NTS CCAN 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 STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. O�®®EDe8��B0/A0�g9�®©� 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND pp®®���• S••o ��®^^®®00 SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 �p •• V O® INCH EMBEDMENT, a��e �; �\G S�'• ��• m®® 5. FORVERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER ® �U �%9 %� s CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES ® w WITH MINIMUM 60 INCH EMBEDMENT. oL. 3/ 3/14— C o� • STATE OFOPY a �/ �'®ass®f0 bV AL ��000� e®o a®e MOORE AND ASSOCIATES DRAWN 33Y1 PDN BENNETT BUILDING SYSTEMS, LLC NGINEERING AND CONSULTING; INC.. cKED BY . ---- _ __ _ _ _ OPEN CARPORT its S DOC=3fr IS THE PROPERTY OF MOORE-AND ASSOCIATES, BIC. THE JECT. MGR� VSM ATE, 10-21-13 SCALE. NTS NDI 121175 11TNO = REPRMICTION, COPYING, OR un*RWISE USE OF THIS DO Mff IS 1CTLY PROFITED AND ANY BFRBIGENEP(r TiERELFOd MAY BE SUBJECT TO AL ACTIQi , LIMA - HT. 6 VG. N01 SK BOX EAVE RAFTER GABLE END OPTION TYPICAL. BOX SAVE RAFTER GABLE END. ELEVATION SCALE: 1/8' = 1'-0' NIPPLE T<1 _ RAFTER 3/16 TS BOX EAVE TYPICAL BOX EAVE RAFTER GABLE END FRAMING. SECTI❑N_ SCALE 1A, = 1-v TS LTS GABLE RAIL 1 1/2'x1 1/2'x2' 16 GA. CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) 1/4'xl' SDF'S 2 ON TOP, 2 ON SIDE 'MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1 /4'xl, SDF'S TS POST BOX EAVE RAFTER GABLE RAIL TO 4 RAFTER PDST..G❑NNECTiON.DETAIL SCALE+ NTS ' MOORE AND ASSOCIATES ENGINEERING AND CONSULTING; INC. DW DDCUIE f I8 THE MPOM IF.MDDRE'AMD A=MATES,'DC THE IffigellplED RkPR®UC'IIDN, CDPYDVG, DR GiFERVDiE USE DF no DOCUMENT IS WITED AND ANY DtRDR#M 1}iREU+DII MAY DE SUDim m 11/2'xl.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 {{{{Ifltllll" ���•`�NE S. ��� *;• No 571� 3/3/19- 0: STATE OF mow •: ; i,��F. s psi 2 .` •' ( � P t ON sS,oNA` �?�• tAVN 39Y1. JRS.. BENNETT BUILDING SYSTEMS, LLC iECKED HYI .PDH --- - -- _ _-_ ---- -_ — __ OPEN CARPORT - -- - _--- TYPICAL -BOW RAFTER GABLE END .ELEVATION SCALE: 1/8' = 1' 0' ' SEE NOTES (PAGE 3) FOR 3 u MAXIMUM w SPACING �u > J TYPICAL BOW RAFTER GABLE END FRAMING SECTION SCALE: 1/8' 1'-0' IS BOW RAFTER - 1 I/2'xl 1/2'x2' l6 GA. CLIP ANGLE SECURE TO BOW RAFTER AND GABLE RAIL W/(4) 1/4'xl' S➢F'S, 2 ON TOP, 2 ON BOTTOM 11/2'zl 1/2'x2' 16 GA. CLIP TS POST ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) - .o. 1/4'xl' SDF,'S, TOP AND BOTTOM 0 1T MINIMUM 6' LONG, MINIMUM 14 GA., ` TS GABLE RAIL TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'xl' SDF'S �TS POST BOW RAFTER GABLE RAIL O 4 RAFTER/POSTT .CONNECTI❑N.DETAIL SCALE NTS' �MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. vb CHECK THIS DOMMIT IS THE PROPERTY [IF NOIRE AND ASSOCIMES, DiC. THE llW1MUZED REP MMETMI, COPYM OR DTMMSE USE OF THIS DOC M NT IS STRICTLY PROHMITEL AND ANY DFRDWENT TIEREMOd.PAY BE SUBJECT TO LEGAL ACTDx — JE icu' ®%%%tilarrrrr eaeeal��• �� • �®O �®,,e :• No 71 0 •e 0 o� STATE OF �q ,BARB ®sfig � IY1..AtS . BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT MGRi VSM DATEi 8-29-13 tCALk- NTS N01 12117S . 8 . MG. No, SK-1 .. EVa .2 - BOX .SAVE. RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION f26 OR 29 GA*GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO PURLINS AND POSTS WITH 1/4'xl' SDF'S WITH CONTROL SEAL WASHER e AVERAGE 6 D.C. SPACING 4 24' 16. GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH <2) 1/4'xl" SDF'S AT EACH END (4 PER BRACE) p. TYPICAL RAFTER/POST FRAME SECTION EXTRA SIDE PANELS SCALE; 1/8' =- 1-0' 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION EXTRA- SIDE PANELS SCALD 1/W = 1'-0' MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC TM-MXl4l0ff-lS-TtE-PRMVM OF N3=.-NM ==TO, D& TK UNAnKR= ROMMLMM CO WI% IR OTHM= USE IF nM =Mff .M.MPrM NM &W WFRDM0M THMOM MY X MMJM� M LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE. ELEVATION EXTRA.. SIDE PANELS.. SCALD 1/8' = 1-0' - . . 0 A XGE &I No I ohm STATE OF 0 R 818Gvo 160110,11, iYi. JRS . BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT BYj PI)H- MG . Ri WSM I)ATEi 8-29-13 - SCALES CALE , i Nft !Wb NO 120S. ISHT. 9 6WG. Ndi SK-1 6.- -2 6 OR 29 GA. GALVANIZED METAL ROOF AND SIDE PANELS. FASTENED TO. RAFTERS AND POSTS WITH 1/4'4SDF'S WITH CONTROL SEAL WASHER @ AVERAGE 6✓0,0,C. SPACING rAwJH \-24' 16 GA. U-CHANNEL ,<N�S BRACE FASTENED TO RAFTER WITH (2) 1/4'xl' Q�Na� S➢F'S AT EACH END ^ W u (4 PER BRACE) 0 >' S 36' MAXIMUM RAFTER SPAN TYPICAL RAFTER/POST.FRAME .SECTION.= EXTRA'.SIDE PANELS SCALE: 1/8' = 1._0, 30' MAXIMUM RAFTER SPAN TYPI.CAL END ELEVATION EXTRA .SIDE PANELS SCALE, 1/8' = I-0' H w OPTIONAL 6' WALL EXTENS__.. TO MATCH ROOF .(OPTIONAL) LENGTH VARIES DEPEN➢ING ON NUMBER AND SPACING OF RAFTERS r- TYPICAL SIDE ELEVATION EXTRA SIDE. PANELS SCALE; 1/8' - 1'=0' MOORE AND ASSOCIATES ENGINEERING AND CONSULTING,-INC. THIS MOCUW f .IS THE PF"MW OF MD M AND ASSOCIATES, = THE. 1RdAUTHuRuxD REPRODUCMK. COPYM OR OTHERWISE MEW THIS BOCIB£NF IS STFaMY PFdMr= AND ANY MUNGEMM TFERtTM MAY BE SUBJM M LEML &-r= S. 005. � :� No 1 0 57�:op Civ ,3/*A4-- Tlp�jQ � ,� STATE OF tu. ff/1111111 EA" BY,. JRS- BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT (ECKED BY, PDH - MACT. MGR, VSM _. ATE, B-29-13 CALE, NTS N�, 12117S .TENT, - IsHt 10 - DWG. Nai SK-1 EVa 2 " BOX EAVE RAFTER. VERTICAL ROOF OPTION- _ 26. OR 29 GA. GALVANIZED -METAL ROOF - PANELS FASTENED TO PURLINS WITH . - - 1/4'x1' SDF'S WITH CONTROL - SEAL WASHER. @ AVERAGE 6' O.C. SPACING - 1 4 12 Q 3 0.725'-18-GAUGE_ 777 FURRING CHANNEL 24' 16 GA. U-CHANNE(PURLIN) BRACE.FASTENED T❑- RAFTER WITH (2) 1/4'I : - S➢F'S AT EACH END. i - (4;PER BRACE) - 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION TYPICAL SECTI❑N. VERTICAL ROOF VERTICAL :ROOF OPTION . SCALE 1/8' = 1'-0' SCALE: 1/8'py _ 1'-0' " 0.725'-19 GAUGE FURRING CHANNEL SPACED NOT MORE THAN -4'-0' O.C. AN➢ FASTENED TO EACH RAFTER WITH (2) 1/4'XI' SDF'S - t ` LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS FLASHING 6' LENGTH VARIES. ➢EPENDING ON - NUMBER AND SPACING OF RAFTERS r TYPICAL, SIDE ELEVATION VERTICAL 'ROOF SCALE 1/8' 1'-0' - 1 3: 6 SEE NOTES (PAGE 3) FOR MAXIMUM SPACING TYPICAL FRAMING SECTION VERTICAL. ROOF OPTION SCALE 1/8'. 1'-0' 6' GIwo ,4V; .•`G E N S�•.N s •� �� S No 71 _ 0.725'-18 GAUGE.._ • _ RAF _ FURRING CHANNEL -TER _ 9 STATE .OF. °�•/�: s�0*'••�< Q�?;= ��'�•� RODE PANEL .ATTACHMENT NA`; ``, SCALE: NTS FOR VERTICAL' ROOF PANELS) �/111111\ MOORE AND ASSOCIATES. RAVN BY1 JRS BENNETT BUILDING. SYSTEMS, LLC 'sNGINEERING AND CONSULTING; INC: CKED BYl PDH- - - OPEN CARPORT VIS DO LMff IS THE PROPERTY .IF MOORS AND. ASSOCIATES, BNC: TFE : OJECT MGR1 VSM TEi.8-29-13 CALE� NTS- NOi. 12117S V AMORM REPRDTJUCTM COPYM OR MERV= USE.ff .THIS MOCUIENT IS rFMTLY. PRDHIBIiFD NWANY BFRIIImQIT T EREIPON MAY BE SUBJECT 1D LINT11 GNDi iM& ACT= 2 �9. Al_ jaf5re?FbE.'a�_w�Steel Structures Divisi�, onulvnf 1.1 bb- Sales Order Form Buyers Names) Address �S County; '5r. Luc4,6 City State Phone Zipuq�= Evening e-mail Cell2-3i0- Installation Site (If different fro above) Type . Width Roof ;. Frame Length ,Length' Side installation Height. Permits E ectr c ❑ Carport AvailaEile �r - ❑ Garage - .- - �-•� _ __-_ . round ❑ Barn I Q XCement Yes ❑Yes ❑ RV Carport _ ❑Alpha .._ ❑ No ❑ No El Utility (Description) ❑ Other ❑ Other options Standard Carport Price Optional Roof Style 18oxed Eave' El vertical 2" X 3" Framing Upgrade Certified ❑ 150 MPH ❑ 180 MPH xtra Bracing: 2' 94' IT. J Trim rj Side Height Close Both Sides ❑ vertical Sides End (s) Closed ❑ Vertical Ends ' Frame outs:U Window ❑Door ❑ Garage Door Header Location Window 24 x RI; ql ndard Location Walk-in Door 36 x80Standard Location R0117Up Garage Door Size X Roll -Up Garage Door Size X Location Wind Anchors Location Extra Panels 40 Yr, Metal uoerariP BSS Order Form 2.2 1660 Dixon Airline Road Augusta, GA. 30906 Toil Free 1-877-830-7086 Fax:1-877-880-0048 \-Jlr Color Roof Sides .Ends Trim ❑Black Q elarkEl 7E03BIack e ❑Blue ❑ Btue ❑Blue ht Red ❑ Brght Red Q Bright Red ❑ Bright Red ❑ Blown ❑ Brown ❑ Brown ❑ Brown ❑ Burgundy ❑ Burgundy ❑ Burgundy ❑ Burgundy ❑ Bum. Slate ❑ Bum. Slate ❑ Bum- State. ❑ Bum. Slate El Charcoal ❑Charcoal ❑ Charcoal ❑ Charcoal El Gay ElClay ❑ Gay I] Clay ❑ Galvalume ❑ Galvalume ❑ Galvalume ❑ Galvalume ❑ Green ❑ Green ❑ Green 0 Green [vory IRIvory ivory ❑ Light Gray ❑ Light Gray ❑ Light Gray ❑ Lig t Gray ❑ Light Stone ❑ Light Stone ❑ Light Stone Q Light Stone El Red El Red ❑ Red ❑Red ❑ Tan ❑ Tan [] Tan ❑ Tan El White ❑ White ❑ White ❑ White El Zinc Gray, ❑ Zinc Gray ❑ Zinc Gray El Zinc Grav INSTAtMTJ0N SfTE MUST DE LEVEL, fl—AM iiNO THE RESFONSIBl ri OF CUSTOMER. RLLOW4-6WEE M FOR DRIVERY AND INSTALLATION. Additiooa! time may he required for engineering, I have read and understand the above. 9-Istomer initials,_ ner (specity) Customer's preferredform of notification: (Specify) 10ther Oher ❑ E-mail ❑ Text Message ❑Telephone (Specify) BEST TIME, To CALL (EASTERN TIME) E— ) ❑ B AM t0 Noor ❑Noon to s Pi El After 5 PM NOTICE To BUYER: y b��come effective upon and Buildings Systems at itsorder shaiT officesin Augo to Georgla and upon �S�i;) $8r8A Safes Total acceptantion cebySellershpall constitute the contract between Seller and Buyer, subject to the Terms and Conditions on the reverse side hereof. Dealer is an Independent contractor, and le 1 `[�5 RateRTO not the agent of Seller,. described above, ar pe bY'� representation of Dealershall be 6lnding on Seller unfit and except to the extnt cdepodep[ed , 3 1"1 d., Sales laxThis 7DDebit in wn'ting bySet contratt Includes cost of installation ofthe Unitat the address of Buyer indicated above upon receipt of they purchase price,pr6vided,however,Buyershailberesponsibleforproperlypreparingthesiteforinstallation, -—""full A-` obtaininganyrequlredpermltsfortnstallatlonoftheUnitandallothertermscontainedonthereverseside, (! ��Grand Total which Buyer hereby acknowledges by its signature below to having read and understood, including without limitation, any conditions of site preparation, permits, warrantees Deposit and additional charges and responsibilities. lance Due Buyer s Signature--�a`e: Date stir•.; Retailer's Signature Date ACCEPTED by Bennett Building Systems LLc. Date REV 2-11-13 Planning &-Development Services Building &Code.. Regulation Division 2300 Virginia Avenue Fort Pierce; FL., 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS PROPERTY INFORMATION Address: 3251 River Dr City / State / Zip: Fort Pierce, A 34981 Parcel M 2430-502-0019-000/4 Jurisdiction: Zoning: RS-3 Lot#: APPLICATION INFORMATION Permit Number: 1401-0140 Stories: Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS 1 Owner(s): Charlee R Thomas / Roger F Thomas SAINT LUCIE COUNTY 19 Block: Automatic Sprinkler System? No -Fax Number: - Email: Review Type Status Reviewed By Date Started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 1/14/2014 1/14/2014 1/14/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/1912014. Comment: BOTH STRUCTURAL DESIGNS FROM BENNETT MUST BE ORIGINAL SIGNATURED, SIGNED, SEALED AND 2/19/2014 DATED [ SUBMITTED BOOKS ARE COPIES ] Comment: YOU STATED THAT YOU ARE INSTALLING THIS CARPORT ON THE DRIVEWAY * THERE ARE FOUNDATION 2/19/2014 DETAILS ON SHEET 6 TO FOLLOW PER THE ENGINEERS FIRM, INCLUDING 3,000 PSI CONCRETE * THERE ARE NO ALTERNATIVES FOR 3.5' CONCRETE DRIVEWAYS IN THE PLANS * PLS ADVISE 2/19/2014 Comment: COMMENTS MAILED AS OF THIS DATE [ NO E-MAIL LISTED ] ZONING REVIEW COMPLETE Jeffrey Johnson 1/15/2014 1/15/2014 1/15/2014 Comment: STRUCTURAL DESIGN OPEN CARPORT MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 29 August 2013 Revision 2 M&iAProject NO. 12117S Prepared for: Mr. Danny Lowery President- Steel Structures 1660 Dixon Airline Road. Augusta, Georgia 30906 €' O c Prepared -by:. C.3 Moore and Associates Engineering and Consulting, Inc. 1009 East Avenue ® North Augusta, SC 29841. j. 000 MOORE AND -ASSOCIATES ENGINEERING ANO CONSULTING, S' .-O %• ,OF his 4P i%, • No t • �0/24/13 a STATE OF QJ S••......•• _,.11►11lllll/lq xmk �„{I111r! ' ,,, 1.1 1 1 1 / • �,, 7 33416-E .. d��2M3bsf�`� AND A650C1AT'E8 INC. No. Cofer . : pC .. OFESSIONAL.; `� '•y"Y'a��N11+�'��,,,�y�AIDAN��,` OR �t - v,. 541�sT •, , o . 24 9 s w vriL S. MOORE s FESSI L i „_ uc. No.O31637: � . jw 6-Z-v►3 lilt G iSt1i;Mki��s`sIQNAL'� ,I`Ilu lrrrrrr •r kk� CAR = Moas.nd 267 Fnt7rnrar+no.Tld No, cs:rs' . yyy,.♦�A. OO�44 ,fir' ��111111.1►{1� ..� O RE"NS'••'9H � No: �O•• STATE OFF IL si �aEa FN 9 •• Op TO ­If 1V11� AND ASSOCIATES DRAWN DYi JRS DENNETT BUILDING SYSTEMS, LLC OPEN CARPORT CHECKED 'DYi PDH ENGINEERING AND CONSULTING, INC. PE SEAL COVER SHEET TRIS DOMMM IS=TFE PROPERTY'OF IHOO2(i. AND ASSOCIATES, INC. 1HE• uNAUTInRIzaa RQMZ®UCTIW, HD7PYING, OR m►EavlsE USE OF rNtc DOCIR6'Ni •is STRICTLY PROHIBITED AND.ANY IIFRIIIGENENT TFEREIFOI MY SE SUBJECT TO OJECY NGRi WSM- DA TO 8-29-13 SCALES NTS JOe NO, 12117S .: 1REV.v LEGAL°ACTIOi TENTH - SHT. 1 D G. NDi S -1 2 , 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 A TYPICAL, RAFTER/POST END AND SIDE FRAMING SECTIONS AND•CONNECTION DETAILS (BOX SAVE 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 SAVE RAFTER GABLE END OPTION SHEET 6 BOW RAFTER GABLE END, OPTION SHEET.9 BOX EAVE RAFTER EXTRA SIDE PANEL OPTION SHEET 10 BOW RAFTER EXTRASIDE PANEL OPTION SHEET.11 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTIONS MOORE AND ASSOCIATES DRAWN •BYi JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED BYi PDH OPEN CARPORT THIS DOCIAENT IS THE PROPERTY 0: NDOttE AND ASSOCIATES, M THE PROJECT NGR- VSN DATEi 8-29-13 SCALEi NTS JOB NDi 12117S MMUTHORIZED REPRODUCTEN, COPYING, OR OTHERVISE USE IF THIS DOCUEHT IS STRICTLY PROHIBITED AND ANY DFRINGETEHI THEREUPON MAY BE SUBJECT TO LrGALACIM CLIENTi - SHT, 2 DWG, NOI SK-1 6EW 2 FI.B❑X EAVE FRAME RAFTER OPEN CARPORT (Sheets 4, 61 7, 9, AND 11) LENGTH VARIES DEPENDINGON 30' RA%14UM RAFTER SPAN-,__-_- i NU42ER. ANO IIPACING OF-"RAFTCRS TYPICAL SIDE ELEVATION-H❑RIZ❑NTAL ROOF TYPICAL END ELEVATION-H❑RIZ❑NTAL R❑❑F SCALE- 1?8' = 1-0 SCALE 1/8' = 1' 0' F B❑W' FRAME RAFTER OPEN "CARPORT (Sheets ' 5, 6, 8, AND 10) TYPICAL. SIDE ELEVATI❑N TYPICAL END' ELEVATI❑N SCALE: 1/8' = 1'-O' SCALE: 1/B' = 1'--0' INSTALLATION NOTES AND SPECIFICATI❑NS 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 (F.RC.) WITH 2012 SUPPLEMENT AMENDMENTS, 2006'INTERNATIONAL BUILDING CODE (IBC), 2CO9'IBC AND 2012 'IBC 3 DESIGN LOADS ARE. AS. FOLLOWS A) DEAD LOAD 15 PSF 9) *LIVE LOAD = 12 PSF C) SNOW LOAD 18.1 PST 4 LOV'ULIIMATE WIND SPEED 105 TO 140 MPH <NUMINAL WIND' SPEED 81 10 109 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 50 FEET 5.-HIGH ULTIMATE WIND SPEED 141 TO 170 MPH MIMINAL WIND SPEED 109 TO 132 MPH).'MAXIMUM RAFTER/POST AND END POST.' SPACING = 4.0 'FEET 6" RISK CATEGORY L, 7. WINO' 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- OR PURLINS, AND POSTS (INTERIOR OR ENO) = 6 INCHES. 10. FASTENERS CONSIST OF 1"/4'-1'4r.3/4' SELF = DRILL ING'''FAST'ENER <SDF), USE CONTROL `SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OI 20 FEET OR LESS, AND ROOF SLOPES OF 14' 0:12 PITCH) OR LESS SPACING REQUIREMENTS FOR -,OTHER ROOF HEIGHTS AND/OR. SLOPES MAY VARY. 11. GROUND "ANCHORS CONSISTING OF a4 REBAR W"ELDED 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 TOR LOW WIND. 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED, FOR LOW AND HIGH WIND SPEEDS MOORE AND ASSOCIATES " DRAWN I BYi JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED BYi PDH OPEN CARPORT THIS OOCUFEHT IS THE PROMTY OF pnOttE AIM ASSOCIATES, D1C.' THE ROJECT MGR, WSM DATEi 8-29-13 SCALEl NTS JOB NO, 12117S 1RIAUTTrORIZED REPRODUCTIDN, COPYDIO OR OIHERVISE USE 13F THIS DOCUENT IS STRICTLY. PROIIDITED AND ANY DFRDi(,E}EHT THEREUPON HAY SUBJECT TO LEGAL ACTIaL LIE Ti - SHT. 3 DWG,' NO. SK-1 EV,i 2 _26 OR 29 GA. GALVANIZED METAL REIF PANCLS FASTENED TO RAFTERS VITH 1/4•.(I` SBFS VITH CONTROL SEAL VASHER B AVERAGE 6' CC: SPACING 4 12 RAFTER VITH (2) 1, SCF•S AT EACH END C4 PER BRACEY . LENGTH VARIES DEPENDING ON NUMBER AND SPACING DF RAFTERS TYPICAL RAFTER/POST END, FRAME SECTI❑N. TYPICAL RAFTER/P❑ST SIDE FRAMING SECTI❑N SCALE1 1/8' 1'-0'- SCALE+ 1/8' __ P-0' FS. BOX CAVE RAFTER 3/16 NIPPLE TORAFTER i/IS I� u BASE RA L S POST o G; 3/I6 INIYU)( 6',LE\u. HIM !7IHOHG' L. HINI!!UY. RiYDIU4 14 GA. 14 GA., TS NIPPLE, SECUR(C.\G IS iI PLC. SECLRE �. VITH (6) 1/4'xi• SDF'S POST .TO NIPPLE �- A . VITH (4) 1/4'a1- SDF•S i o l� TS CONTIN1UDUS-BASE RAH. )6 GA. U-CHA).NEL BRACE RAFTER POST/BASE RAIL (s' TD 7. RAFTER =DST) C❑NNECTI❑N DETAIL OR 16 GA U"EI:ANh�L aRACC 2 r o: (B' TO 14') RAFTER Pu^ST) SCALE' NTS v � �- SECURE VITH J .. ... ^. (EACH END) ;)4 . PEST 1 .:BOX AVE RAFT POSTEC NNEC I❑N DE RrG SCALE' NTS �O,j,, , ••••••••••••41•• �I E N�F41� 9 �I IG GA. U-CHANMEL BRACE • • FASTENED TO THE LEG MID i �� 2 V4' RAF TER, VITH (a) I/•1 w • iV0 1 t (4 PER"sRncC) E"° • Z. BRACE SECTION la/24/1a SCALEt NTS STATE 004/% R MOORE AND ASSOCIATES DRAIA BY) AS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CKECKED BYi PDH OPEN CARPORT RL 1 MAENT 1 THY u SSE te, TTHIS yr 1S REJECT HER( VSH DATEi 8-0-13 SCALEI NTS JOB NO 12117S STRICTLY PROIIBITED AND ANY DFRDIAHM THEREUPON MAY DE SUMCT TO LEGAL ACTMK CLIENTi.- SHT. 4 DVG.' No, SK-i W 2 -26 UR 29 GA. GALVANIZED METAL' ROOF PANELS FSTEANED TO RAFTERS WITH 3/n'xt• S➢F'S VITH CONTROL SEAL VASHER B AVERAGE 6' OC. SPACING 12 3 `24' 16 GA U-CHANNEL BRACE FASTENED TO - 'RAFTER WITH (2) 1/4•¢1' SCF'S AT EACH ENO 6 (4 PER BRACE) .ou z 1 VAKILJ ULIMI. ,u AND SPACING OF RAF B TYPICAL. RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION SCALE: 1/8' = 1•-0' SCALE: '1/8' V-0' ',���rrttnrrr�gi • �� JS !., •• E N e IS B➢V.RAFrER i. • i 10/04/13 NO SCREWS '•� ; STATE OF. ' :REDUIREnIN BOv END I • ,k/ 9. p 51%• �� w �iF • . Opl .• ♦ . ��S/ONAL;.��,, . 3/16 • o i?-- `, I NIPPLE TO BASE ��/ Is S P,7ST N v� ei d � M3NING4 6' LCNG. 41K1:,UN 14 SV4' ILESDf . ja a 0 _ 1° SCURF WITHA i6 I'. 4INIXU4 G' LONG, MINIM;L4 14 GA, I °{� IS CONTW000S BASE RAIL c ____..... TS NIPPLE- SECURE BOW .1 4I i RA T LR AND POST t!I- �ia TO NIPPLE WITH 14) 1/4'e1• SDF'S 16 Gn U-CHASKEL MACE i 1—) 11-1 l . � i 1 1 I 10 RAFTER POST) I OR —III—III—III-- 16 GA. U-CHnNUEL BRACE (B' 70 141'RAFTER POST) " �s RAFTER POST/ �i S CO ECT D T IL I SECURE WITH SCALE: NTS' l (4). 1/4•.1• SDF'S (EACH £N➢) -is POST 1 RAFTER/CORNER POST.. i N 1 CO NECTION DETAIL. 1(BOW 'SCALE- NTS. 16 GA. 6-CHANNEL BRACE FASTENED TO THELEG AND 2 !/d•.' RAFTER. WITH (2) 1/4'x1' - SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE: NTS MOORS AND ASSOCIATES DRAWN'BY1 JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC.. CHECKED BY. PDH OPEN CARPORT' THIS DOCUNEHT IS THE PROPERTY OF MM AND ASSOCIATES, INC. THE UNAIlTFORIZED REPRODl1CTD!!) Cl>rYWG QiF1ERViSE USE ff THIS DOCUMENT IS PROJECT NGRI VSN DATE? 8=29-13 SCALE, NTS JOB NOI 12117S STRICTLY PRDIIMITED AND' DFRRDJ<iElENT THEREIPdI IfAY BE SUBJECT TO LEGAL ACTIOd ICLIENT, - ISHT. 5 IDWG,QI —1 REV.) 2 BASE RAIL ANCHORAGE OPTIONS FOR LOW AND INSTALL 1/2'a6' EXPANSION ANCHOR THROUGH 'BASE RAIL WVF OR FIBERGLASS WITHIN 6. OF EACH [-4WF OR FIBERGLASS 'FIBERS POST ALONG SIDES <FOR LTV VINO \ FIBERS SPEEDS ANCHOR MAY BE INSTALLED WIND T \ EVERY OTHER POST) INSTALL 1/2'x6•"EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6. OF EACH POST ALONG SIDES. (FOR LOW WIND SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) .. I GRADE .. w ,. .o T 1. d . . GRADE e a a A � II_ -111=111=1 84 —I a —I A MINIMUM 2 3/4' I I_ MINIMUM 2 3/4' • EMBE➢MENT ' I I ca .� c I I EMBEOMENT .I —I u4 0 CTYP.) I — - (TYP.) _I.. I;I= —I E I I= MONOLITHIC CONCRETE FOOTING- MONOLITHIC CONCRETE F00TING -I I I� (3000 PSI MIN.) REINFORCED "III —III III (3000 PSI MIN.) REINFORCED -I WITH (2) #4's CONTINUOUS WITH (2) 04's CONTINUOUS J:-0' S 5/D• 1'-0• 5 5/B' CONCRETE MON❑LITHIC SLAB C❑NCRETE MONOLITHICAB ^ C GE r� RAIL E: NTSSCALE NTSMINIMM ANCHOR EDGE DISTANCE iS 6 3Z4'. MINIMUM ANCHOR EDGE 3/4'. GENERAL NOTES CONCRETE, CONCRETE.SHALL HAVE A"MINIMUM SPECIFIED COMPRESSIVE 2• WASHERS STRENGTH OF 3,000 PSI A7 28: DAYS. COVER OVER. REINFORCING STEEL, TOP OF ASPHALDRILL INCHES IN FOUNDATIONST THROUGH/BTHE?BASE ERARLAND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT 0R SECURE TO ANCHOR EYE WITH BARS SHALL BE PER ACI-318: GROUND SURFACE 1/2' DIAMETER THROUGH BOLT 3 WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH.THE EARTH OR .EXPOSED TO — THE, EARTH OR WEATHER, AND 1 112 INCHES ELSEWHERE. _ REINF❑RCING STEEL, I -III —III -III 1 I III-III-III=III-I THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC II —III —III —I" I —II III—I•II—III - I MEETING ,ASTM.A185OR.FIBERGLASS FIBER _ REINFORCEMENT. __ III=III—II III III=III=II'I " ' - REINF❑RCEMENT MAYBE BENT IN THE SHOP OR THE FIELD PR❑VIDED,. TS CONTINUOUS BASE RAIL 1. REINFORCEMENT IS. BENT COLD; . 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND DOUBLE HELIX EYE ANCHOR 3, REINFORCEMENT PARTIALLY EMBEDDED' IN CONCRETE SHALL NOT <SEE NOTES BELOW) BE FIELD BENT. HELIX ANCHOR N❑TEST 1, FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL. GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE,,PRELOADED SILTS AND CLAYS USE MINI.MUM (2) 4' HELICES WITH MINIMUM 30.INCH EMBEDMENT. SCALE:"NTS (CAN BE USED FOR ASPHALT) 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT, ,��� ��• S. MO w 3. FOR MEDIUM DENSE COARSE SANDS," SANDY GRAVELS, VERY �, _�••• EN ••0 STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH `���:•'�\G ��'.•�A�I�. MINIMUM.30 INCH EMBEDMENT, ``40 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND = No 7 \ SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES .WITH MINIMUM 50 • INCH EMBEDMENT, 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER. CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES i STATE OF WITH MINIMUM 60 INCH:EMBEDMENT. .„ 10 • • • y•O p,®•``4 MOORFS AND ASSOCIATES RAVN BYI PDH BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING; INC. NECKED BYIJRS OPEN CARPORT TH44 DOMMIT IS THE "PROPERTY OF HM AND ASSOCIATES, INC. THE ' RDJECT NGRI VSN TEI SO-21-13 ta ALEI NTS NUI lean 11HAUTT� REPRODII TMdN COPYING, 'OR OTTER= USE OF THIS DOCU1ENT IS `� ACT AND ANY DFRDM ]EHi TIEREUPDN W1Y K SU)JECT T11 ILUNTo - . 6 NDI SK-S 6EVj 2 BOX EAVE RAFTER GABLE. END OPTION TYPICAL BOX EAVE RAFTER. GABLE END ELEVATION SCALE 1/8' V0' IS DD% EAVE TYPICAL BOX EAVE RAFTER GABLE END FRAMING SECTION SCALE I/8' = V-:0' j —I V2'.1 112'.2. 16 GACLIP ARGLE SECURE TO 3Gx EAVE Ts PDST--�'"I RAFTER AND LADLE RAIL Top 1/4'.V SDCS 2 GN iGP. 2 ON' DGi TOM tt 3t16 LADLE RAIL NIPPLE TD RAFTER. ` i f/2'x1 RAGn. CLIP SECURE TO RAPIER . 3/16 PGST AND LADLE RAIL vital . �A%r 11,*.1' SCF'S 2 GN TCP. 2 CN SICE . . 6' LONG.'MINR<UM 14 GA.. IS NIPPLE SECURE POST TO NIPPLE . VITM CA, 1!4•.I' SDF'S 'S POST , EAVE; RAFTER GABLE RAIL TO' q AFTER POST'CONNECTI N DETAIL (::B�OX .SCALE NTS 9''• sF•040 • No- 7 oft • :• STATE OF i Ali 0 ,�.. �. . Lim MOORE AND ASSOCIATES DRAVN'BY- JRS BENNETT BUILDING SYSTEMS; LLC ENGINEERING AND CONSULTING, INC.. CHECKED DYl PDH OPEN CARPORT TMS DOCLHEHT IS THE PRO+ERN OP HOME AND ASSOCIATES, 01C. THE REPRODUCTD7i, COPYWG,' 0 DTHERVISE. US£ IF THIS DOWCHT IS PROJECT HGR1 VSN DATER 8-29-13 SCALE, NTS JDD NDI 12117S ' ?MgT0y11W STRICTLY PRDHD3ITED AND .ANY TNFROIf£IENT THEREl1+ON NAY BE SOB.IECT TO LEGAI. ACTION LIEN 1 - S DWG. NO SK^ EV.1 2 BOW RAFTER GABLE END, OPTION, TYPICAL. BOW RAFTER .-GABLE END ELEVATION SCALE: 1/8' = 1-0' Tq ROV QArTCR- TYPICAL BOW RAFTER GABLE END FRAMING. SECTION SCALE: 1/8' = V-0' i 1/21.1 1/2-� 16 GA. CLIP J MTO ANGLE SECURE 1.0. RARER AND CABLE RAIL WIC4 )I/ ...I' Szr,s, a h-4 TOP, 2 clq BOTTOM I lial -.1 16 GAL CLIP is Posy_,)�, ANGLE TO RARER. P13STAND GABLE RAIL W/(4) 1/4'.1' ors, TOP AND o BOTTOM dM4M G' LUNG, MINIML4 14 GA.' LTI GABLE RAIL SECulRE.AOV_RArTER.._ ------ AND. P--ST TO NIPPLE WITIA C43 s TWA D, —.IS PQST WT RAFTER GABLE RAIL TO �RORAU�FER/PQST ST CO�NNECTI�101N-DE�TAIL 4 SCALE7 NTS E IV 4* iss'00 0• 0 dF so op 02 1%00 STATE: OF - J-, o AVD N % NALC MOORE AND ASSOCIATES DRAWN BYi JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC.. CHECKED BYj PDH OPEN CAIUOWI' THIS WM*Effr IS THE PROPERTY OF NOWE AND ASSOCIATES; INC. THE LkWrMRMED RURMUCTIML COPYINI, 13R MMVISr.USE (IF THIS DOCUMENT IS PROJECT HGR, WSH, DATE- B-P9-13 ISCALEi NTS �]J�OBNG, 12117S STRICTLY PRORM170 MIT ANY IWRD4304MT THEREUPON RAY BE SUBJECT W LEGAL ACTMK ICLIENT- - SHT. 8 IDWG. NOI SK-1 La e _j BOX EAVE RAFTER OPEN -CARPORT EXTRA SIDE PANEL OPTION E6 OR. 29 GA GALVANIZED METAL RODr AND SIDE PANELS FASTENED TO PURLINS AND POSTS WITH I/4'zl' SEr'S VITH CE14TROL. SEAL WASHER E AVERAGE 6' 1 OC. SPACING .-H�.FN 6 GA U-CHANNEL 9RACE FASTENED TO ua>C� RAFTER VITH (2) 1/4'..1' SDF'S AT EACH END —wwp`` 14 PER BRACE) 2 d TYPICAL. RAFTER%P❑ST"FRAME SECTI❑N - EXTRA SIDE' PANELS SCALE: 1/8' 1' 0' -- - - - _ i_ FLASHING-- —_ — -- G. j kAKeM�o RA: TER )D__- S '. AAN � LENGTH VARIES DEPE\DI%G CN —NUMBER AND SPACING OF RAFTERS TYPICAL END ELEVATION TYPICAL SIDE ELEVATI❑N EXTRA SIDE PANELS EXTRA SIDE:PANELS . SCALE 1/8' 1•-0' SCALE 1/8' = 1'-0'.' NO 7 d IO/24iIS S :'A'. ir STATE OF : w: ,����s`S��IVA� ENS ♦♦♦ MOORE AND ASSOCIATES DRAWN 'BYH JRS BENNET"T BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED DYI PDH OPEN CARPORT THIS DWLMU IS THE PROPERTY OF MmRE Attu ASSOCIATES, DIG THE PROJECT HGRH VSM.: DAM 8r29-13 SCALE) NTS JOB NUi 12117S UMAUnQRf7ED REPRODUCTIQI, COPYM, OR DT}EMSE USE OF THIS DOCU/EHT IS STRICTLY PROMTED AND ANY DFRDX,E M THEREUPON KAY HIE SUBJECT TO LEGAL ACTION. ICLIENTi ISHT. 9- DWG. NDI SK-1 _' REV.) 2 BOW RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION 26 OR29 GA GALVANIZED. PETAL ROOF ANO SIDE PANELS FASIENED TO RAFTERS AND POSTS WITH 1/4'MI' S➢F'S WITH CONTROL SEAL WASHER 3 1 AVERAGE, 6' OC. SPACING 24' 16 GA U-CHANNEL < BRACE FASTENED TO RAFTER WITH (2)-SN'xl' SDF'S AT EACH END u x C4 PER &RACE) WIC] 6' C S .30' MAXIMUM RAFTER SPAN r TYPICAL RAFTER/POST FRAME SECTI❑N — EXTRA SIDE PANELS SCALE 1/8— = V-O' TYPICAL END ELEVATI❑N EXTRA SIDE PANELS SCALE' 1/8' 1'-0' TYPICAL SIDE EL:EVATI❑N EXTRA SIDE PANELS SCALE' I/B' = V-O' OR NA MOORE AND ASSOCIATES DRAWN BY. JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. NECKED BY. PIN OPEN CARPORT TMIS DOCUEW IS THE PROPERTY OF NODRE NO ASSOCIATES, INC, THE CUEN UTAUTHOR1>ED RFPRODUCTIQL (bPYIM, Ott OTHERVISE USE OF THIS DOT IS ROJECT MGR. WSM.. DATE. 6-29-13 SCALE. NTS 'JOB N0� 12117S .. WIB STRICTLY PRITED AND ANY DfROXZW_T TH(R£UPON KAY DE SUBJECT TO. LEGAL ACTIDK LIENT. - S T. 10 UNG. N0. $ —i IREVe 2 SOX EAVE RAFTER VERTICAL ROOF OPTION TYPICAL END ELEVATI❑N VERTICAL ROOF SCALE+ 1/8' = I-0' i 1511, i I '� ;�' �� 111� If iili�u il{�?'�i?i!►I� f �a,�i,l�}?� ?,f�{z`i���►ail i;E��l i�;��ii iiil�� � �`�:o? 6 rLAS),inG ' L— LENGTH VARYES'DEPCNOING,GN ^ NUYSER AND SPACIZI CF RAFTERS .:TYPICAL. SIDE ELEVATI❑N VERTICAL ROOF SCALE: '1/8' = 1'-0' ,,�IIIlllillj,��, 4, �I .•��,1�l•{��C E NSF ®�'���� MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. IT IS THE PROPERTY W HOOK AND ASSOCIATES, = THE i REPRODl1CTIC�7,.C1pYING, [p LtTHF]tVISE.USE OF THIS DOCL*EHT tS HIDITED AND ANY IlFRll1GE7FJlT THE7tElPa1 MAY K SUBJECT TO 6 26 OR 29 GA GALVANIZED RETAL ROOF PANELS FASTENED TO PURLINS VITH 1/4•'1• SDF'S.VITH CONTROL SEAL VASH£R H AVERAGE"b' OC. SPACING 1 q l2 " 5'-10 GAUGE FURRING CHANNEL 2q- 16 GA. U=CHANNEL (PURLIN) BRACE FASTENED TO RAFTER WITH (2) Va'• SBF•S AT EACH END (U PER BRACE) 6_ TYPICAL SECTION VERTICAL ROOF OPTION - SCALE: 1/9' = V-0' 0.725'-I9 CAUGE FURRING CHANNCL SPACED NOT MORE THAN 1•-0. OC AND -FASTENED. TO EACH RAFTER VITH (2) 1/4'XI' SDr'S LEND tip VhRIEY DEPENDING ON SEE NOTES (PACE '9) FOR YA%lYUM j SPACING 6 L TYPICAL FRAMING SECTI❑N VERTICAL" ROOF ❑PTION SCALE: 1/0' = 1'-0' 0.725-I0 GAUGE` R.iF FURRING CHANNEL TER - ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE NTS 6' FIENNE'CT BUILDING SYSTEMS; LLC OPEN CARPORT MOORE AND ASSOCIATES ENGTv_ ERING GROUP 1 [OORE AND ASSOCIATES ENGINEERING AND CONSULTING Wayne S. Ivloore, P.E., Senior CivillStructural Engineer, President Office (803) 279-7799 ext 11 Mobile (803) 426-6098 Fax (803) 279-3848 w. m o o re (ad in a n d s-i n e. co m Allen B. Edenfield, P.E., Senior Civil/Structural Engineer, Principal Office (803) 279-7799 ext 10 Mobile (803) 341-0200 Fax (803) 279-38,18 a llenedenfield(Z'Dgmail.com Daniel K. Rickabaugh, P.E., Senior Civil/Structural Engineer, Project Manager . Office (803) 279-7799 ext 26 ;Mobile (803) 640-4888 Fax (803) 279-3848 d.rickahauehRm ands-inc.com L. Baker Cochran, E.I.T., Senior Civil Engineer/Construction Mtutager Office (803) 279-7799 ext 10 Fax (803) 279-3848 b.coch rania,manda-i nc.com Phillip D. Hart, E.I.T., Associate Structural Engineer 9 Office (803) 279-7799 ext 14 Fax (803) 279-3848 p.hartkdmanda-ine com John R. Smilak, Senior Civil/Structural CAD Designer Office (803) 279-7799 ext 13 Fax (803) 279-3848 Lsmilakrailmanda-inc com Russell E. Barnes, Civil CAD Designer Office (803) 279-7799 ext 10 Fax (803) 279-3848 nba rn es(@m and a-i n c.co m Deborah 11. Moore, Quality Assurance/Quality Control Manager Office (803) 279-7799 ext 23 Fax (863) 279-3848 d. m o o reCru m a n d a-i n c. co m Barbara P. Moebs. Office Administrator Office (803) 279-7799 ext 0 Fax (803) 279-3848 b.nt oebsrmanda-inc.com General Email: mailna manda-ine.com http://manda-ine.com/contacts.html 2/14/2014 -,;551,b GA6 P� aq, 0cwt,71401A.-s Cpr. Stc,S / 5 V-' Gild GlahO Lr 1,C J0 P-'Ct omp CW&4- aw it Th7)143 U / 3-1;d ` oV b T64 Pi !I bL Iglu Fro" I he- Fdot a oar �-a rnF}I�r1►� DESCRIPT Iat 19 , in the S.idivi si rn of Rives' Cak ES-tatf�s as reoaAed in Plat Bak 16, Page 5, of the RUic Raumis of St. Tir_iP 1�ty, F�h. 1. T-arrb shatin heal were nat abstracted for rights of ,ay a Wdr aisaTa-its of roa xd 17y this office. 2. Tel descripti cn vas b1 Tlied by cl iEr t. 3. Flood 7a-le AE Panel # 12111 C 0188 F I HEREBY CERTIFY THAT THE ATTACHED SKETCH OP SURVCY.OF THE HEREOPV DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KIIONLEDGE AND BELIEF • AS SURVEYED WIDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE HIIHIHUM TECHNICAL BTANOARDS FoR LAND SURVEYI00 IN TOW STAT9 Of FLORIDA 1CHAPTER 21RO-6 F.A.C.1 PURSUANT TO SECTION 472.017, FLORIDA STATUTES. SUBJECT TO THM QUALIPICATIONQ NOTED HEREON. 01 MICHAEL P. MCLAUGHLIN TROIFESSIONAL LANO SURVEYOR PLORIVA REGISTRATION NO. 3960 DATE: / - %� - %� SCALE: American Savings of Florida DBA Chelsea Title Company American Pioneer Title Insurance Company Roger F. Thomas Charlee R. Thomas "Ia C"TIIFICATI014 19 WAAD2 OVLY TO ADOYR WAMM PART$$d FOR 0"CUA93 AIH9/OQ MTOA0M OF ED2111 DnII112AT90 PROPUTT AY AWVYi ORWO MCIIAIn. 1Q0 2198PONGINIL121 OR LIANILITT TO ABSUMSO SY diUi3moo raw U9O OP DORM rOR ANV Mn WURPOBE INCLUOI"a OUT POT LIINITM TO, VOR 017 MU1'I n vm sLmv a1! AF1'IDAVITr, RESALII Or PAOtnyl, 02 TO AH3f OTTVn QBf OM FIB' LIOT1O1 IW CIWIFICATYOH, DIYYi= III112=1 OIV IODIIU mLY. ' MCLAUGHLIN LAND SURVEYING INC. 314 St. James -Boulevard Ft. Pierce, Florida 34982 465-0250 � � i �� ���� l� .. �. ,�' ':ate ��: �.;.x