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HomeMy WebLinkAboutSUBMITTED PAPERSI OFFICE USE ONLY: DATE FILED: PLAN REVIEW FEE: RECEIPTNO.: PERMIT CONCURRENCY FEE`-" "v RECEIPT NO.: CERT. NU MBER. `"-''� ,� � 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 772-462-1553 ��U�Q� E)l .� A8 S APPLICATION for BUILDING PERMIT NNvo,,, CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: !,�� L000b DYL, 2. PROJECT NAME: (,J(LA&5 SITE PLAN NAME: 3. PROPERTY TAX ID #: gp 1 (Do?, V y04- ta0©(g 4. LEGAL DESCRIPTION (attach extra sheets if necessary): M Cr LK"-P• k - 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. Ao j oc 9. PARCEL SIZE (A CR /SQ FT.): tl,' LOT DIMENSIONS: ato fG 10. COMPLETE DVCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �PrcS��yF�ua,��—�A 11. SETBACKS (ACTUAL) FRONT: �i-I b BACK: 5T RIGHT SIDE: _� LEFT SIDE: a 12. - TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL OTHER (SPECIFY) +zc- 13. DESCRIPTION OF PROPOSED USE: (/ zjL (7144-, 14. SQ. FT OF CONSTRUCTION: i`�5�-�c ��� 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 19cy 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 are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 t OWNER INFORMATION NAME: l" 0ref-L!n' WILL-A1 ��7 1�� so \ V�) �� ADDRESS &-0+ bk, CITY: r' r2 . g(k=�' STATE: r-t_ ZIP: y j PHONE (DAYTIME): (1-7� V Lo 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: PHONE (DAYTIME): (__) ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE ADDRESS: CITY: STATE: FAX NO STATE: STATE: STATE: ST. LUCIE COUNTY CERT Email: ZIP: ZIP: ZIP: ZIP: IMPOPANT 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. 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 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 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 WH%5 PROPERTY IS SUBJECT TO ATTACHMENT. OWN1911 OR CONTkACTbff SIGNATURE STATE OF FLORID&j U COUNTY OF L The foregoing instrument was acknowledged before me this day of : 20 by(.,►�^V�� �Iu who is personally known V or has produced Signature of Notary Commission N identification. DAWN FIIZGERALD MY COMMISSION # DD 944417 ja: December 13, 2013 e� Notary Public Underwriters CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was'acknowledged before me this day of , 20 , by who is personally known Signature of Notary Commission No. or has produced as identification. (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 instructions see appropriate permit checklist. OFFICE USE ONLY BP #: I ;t)cbf SECTION TOWNSHIP RANGE MAP NO. III ZONING I f�5H I LAND USE I U , I LOT CVG % I —z� I TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV 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 IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE 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 COUNTIFR REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED 61w, DATE COMPLETED /Z INITIALS Planning & Development Services Department Building& Code Regulations. 2300 Virginia Avenue K - u Fort'Pierce, Florida 34982 .. (172)462-1553 OWNER/BUILDER AFFIDAVIT _DISCLOSURE _STATEMENT -_ ---------------------- ---------------__,F:S: 489.103-(7)_EXEMP_TIONS_----------- ------ ___ ----- ------ -�--State law requires construction to`be done by licensed contractors:- I'ou have=applied-for a permit under an-" - exemption to that law:- The exemption allows'you, as the owner of your properly, to act as your own contractor even though_you_do.not:have.a_license.-- You must pr-ovide_direct; on -site supervision of the construction -yourself You _- __-__--_ ----may_build-or-improve-farm-outbuildings,-a,one family-or-two-familyxesidence-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-buildingyou_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 biding dond.- 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 appli ble-laws, ordinances, building codes, and zoning regulations._ Initial I understand that the building official and inspectors are not thereto design or give advice on ho)% toaiqy et 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 li le for - e 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 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 fin•ther . 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 - day of ��"a. of 20 1—Z. Owner/Builder SignatitO STATE OF FI COUNTY.OF Signature Title: Not SLCPDSD Revised 07/2212010 was acknowledged before me this day of 20�� k�kjiqiao is personally known to me, or who has ' dentification. yp or Print Name of o ry (Seal) Commission Number ` A►�GELA M. HUFF V*= MY COMMISSION ti EE 083530 a.' EXPIRES; April 12 2015 Bonded Thro Notary Public Underwriters For Suyveyors N' 76s and Legend, see page 2 Fnb IR r�D R S/86 SB9658,36"w 82.35' M. '68fd of A)[ft$Wjyjj 40d Ghee P'llodgly"PlIv C" R 08 10- t586 S T LUCIE COUNT) BOUNDARY SURVE LOT 29 BIX 24 LOT 28 BLK 24 S8WR-4—ft 166.1V M. 10'. NIT. & D.E. dose0ed P #iada under my Veal-slanards got ma, Pm. uant to 4 rkykla fes and Chop for lkwiwb Orl Yini MAN- U. UMU3, M. R. ASSUMED) 20'ASPH r. �Tfc -PO a CC N"ITREST OWERVCh .4T Tif 'nMr. OP HOTF NOT DETERMINM 40 0 20 40 GRAP111C scALE (in- riaet) 1 i6noh =-- 40' It, ................. w� TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SFACING MAXI MUM MUM ON -CENTERS ALONG RAFTERS OR RAFTE PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL AND END POST RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) BOWS/RAFTERS BOWS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 I, II, III, or IV B, C, or D 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 14° (3:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 4. Ground anchor requirements are 1 @ each comer and one every other Interior bow/rafter post location, at a maximum of 10' O.C., and both sides of openings where base rail is absent. 5. Ground anchors are not required with concrete slab construction. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. $DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596-R2 26 Gauge AG Panel 10/09/12 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-R2 26 Gauge AG Panel 10/09/12 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-R4 Model 402-14 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888-R3 Model 203 04/03/12 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940-Rl Model 100 VS 04/06/12 GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. 5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY.• } BECHTOL ENGINEERING AND TESTING, INC.t'= 605 WEST NEW YORK AVENUE DELAND, FLORIDA 3272.0 Certificate of Authorization No. 00005492 CONCEALED FASTENERS OR ATIACHMENVTS ARE THE RESPONSIBILITY OF THE AD CONTRACTOR OF RECORD OMMA WINDOW AND DOOR NOTE EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ANSI/AAMA/NWWDA 101/IS2 2197 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. \\111I111// BECHTQLL biCIVE _ L TING. INC. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM CE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NC INSPECTION WILL BE MADE No.64gge ♦�+ ThoM F/ech1pl, RE � � Florl joensO No. 3 ` �i� •.!�COR��P � ��� CAROLINA CARPORTS, INC. — 10-9-12 BECHTOL ENGINEERING °""" RR NTS AND TESTING, Inc. rL CDNSULTNG GWfEWNICdL 0VIpONNENG4 AND W7iAW5 76TN0 EHEDRIIS TB I SHEET 1 OF 26 GA. GALVANIZED METAL ROOF PANELS +'0: ' I Yee '�'� a",� '.�� �� `• FF--' FASTENED TO BOW FRAME WITH 1/4' x 1" SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) .rc9 If 12 3 �. Y BOX EAVE OPTION s^ TVP.- SIDE EXTENSION 24' 16 GA U-CHANNEL BRACE FASTENED TO EACH BOW FRAME WITH 114" x 1' SDFs ]]—I 5'-0" T 14'-0" LEG HEIGHT FINISH GRADE B 9 MONOLITHIC SLAB FOUNDATION OR TOP OF 4 CONCRETE 2 1 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE 1 SHEET 1 OF 4 OPTIONAL 26 GA R-PANEL SIDE OR END PANELS SEE TABLE 1 SHEET 1 OF 4 SEE TABLE 1 SHEET 1 OF 4 26 GA R-PANEL ROOFING SEE TABLE 1 SHEET 1 OF 4 30'-0" MAX. BOW SPAN 3 3 ANCHORS NOT BREQUIREDNSTR CTI TYPICAL BOW SECTION 1ITH (SEo'� SLAB Er OF4 ANCHORS NOT REQUIRED WTIITi Not TO Scale CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFfERIBOW FRAME WITH CONCEALED FASTENERS OR ATTACHMENT 1/4" x 1' SDFs WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 123 ARE THE RESPONSIBILITY OF THE 46• ,►��ttenrrno nF R . m ,-s•-o"-+-6•-0"-. F- OUND ANCHORS @ EACH END EVEY OTHER SIDE ELEVATION INTEwoRa WDPOSTLOCATION Not To Sole (SEE DETAIL 3, SHEET 3 OF 4) �>I� ' "�;Q�u��`ii■000�1ii1♦■Wii1 `--WELD ALL WEB • I CONNECTIONS, 4 I 'WELD ALL SIDES BOTH SIOES 6 BOX EAVE OPTION 3 OPENING FOR ROLL -UP OR SWINGING S SIDE EXTENSION 3 FINISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB ' (OPEN CARPORTS ONLY) < ,10'-0" MAX. BOWS END WALL OPENING TRUSSED BOW SECTION Not To scale _ ANCHORS NOT REQUIRED WTTH Not To Scale CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2. SHEET 3 OF 4) 26 GA GALVANIZED METAL ROOF PANELS FASTENED TORAFTERBOW FRAME WITH 1/4"x 1"SDF's WITH CONTROL SEAL WASHER (SEE TABLET FOR FASTENER SPACING). BOX EAVE OPTION 9 MONOLITHIC SLAB FOUNDATION 6 Izo MONOLITHIC SLAB FOUNDATION 4 2 CONTINUOUS CONCRETE SLAB CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) (OPEN CARPORTS ONLY) 14'-W MAX. SPAN 30'-0" MAX. BOW SPAN 'f ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR Z SHEET 3 OF 4) TYPICAL SIDE EXTENTION SECTION Not To Scale ABLE 1, SHEET 1 OF 4 HEADER 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTERIBOW AND END POST WITH 1/4• x t" SELF-DRIW NG SCREWS W/ CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) TS POST @ POST T ROUND POLOCATIONS END POSST (SEE SHEET 3) ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER/BOW FRAME WITH 1/4"x 1- SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) T-0 -0' 1 -0' '-0"SEE TABLE 1, SHEET 1 OF 4 MAX MAx MAX MAX MAX MAX MAX 29 OR 26 GA. GALVANIZED METAL ROOF PANELS 8 BOX EAVE OPTION OVERALL LENGTH VARIE;"' DEPENDS ON NUMBER AND SPACING OF BOWS OPENING FOR ROLL -UP OR SWINGING DOOR WITH STRUCTURAL HEADER M=UUM CLEAR SPAN. — TIE DOWN ENGINEERING, 30" LONG WITH 5/8- ROD AND DBL 4• HELIX EYE ANCHOR (SEE DETAIL 3, SHEET 3 OF 4) , SIDE OPENINGS Not To SOBIB MAX I MAX I MAX I MAX I MAX I MAX I MAX ANCHORS NOT REQUIRED WITH CONCRETE SLABCONSTRUCTION. (SEE DETAIL t OR Z SHEET 3 OF4) END WALL SECTION Not To Scale BEEN THESE PL AAS HAVE B``I � REVD 4 3 MONOLITHIC SLAB FOUNDATION 6 4 INi ACCORDANCE WN THE Fr DA 3 z CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) W-0" MAX. SP 3 ANCHORS NOT REQUIRED WITH 3 CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) B' x 30" WITH DBL 4" HELIX WITHIN 6" OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3, SHEET 3 OF 4) GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO Not To Scale Not To Scale OPENING FOR SWINGING DOOR BETWEEN POSTS 6' ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) TABLE 1. SHEET 1 OF 4 26 GA. GALVANIZED METAL ROOF PANELS ENDWALL POST 26 GA. GALVANIZED METAL SIDE PANELS —GROUND ANCHORS @ EACH END BOW POST AND EVERY OTHER END POST LOCATION (SEE DETAIL 3 ON SHEET 3 OF 4) NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL. 12 GA FRAMING IS 2-1/4' x 2-1/4" TUBE STEEL. NIPPLES ARE 2-1/4" x 2-1/4'. 12 GA T.S. FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA T.S. FOR 12 GA FRAMING. 11ECHTOZA91ft D49ftAftING, INC. No. Thon=Belc 1tki F;.'EZjgj6,dF Jffi. Florld5 tense n_ w MONOLITHIC SLAB FOUNDATION CIO ��• ��0��®�• CONTINUOUS CONCRETE SLAB ,/�{��'♦,y ``` (OPEN CARPORTS ONLY) Min n CAROLINA CARPORTS, INC. aTE 10-9-12 BECHTOL ENGINEERING ^ RR ""E NTS AND 7ES7/NG, Inc. oE�m JP °°O "� G12066 wtsuLlHs eEOTTnPow. D+vRONw1TA1. ANo wTDaus lsmle TNee+ma ."^sovta TB SHEET 2 OF 4 INSTALL 1l2' x MINIMUM 5' EXPANSION ANCHOR IV ti THROUGH BASE RAIL WITHIN 6" OF EACH INSTALL 1/2' x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH ( 24" 16 GA U-CHANNEL BRACE (V TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) RAFTER/BOW POSTS ALONG SIDES OR INSIDE RAFTER/BOW POST ALONG SIDES -.3`y ; TS BOW RAFTER NOTE: BRACE NOT REQUIRED IF END ENCLOSED EVERY OTHER END WALL POST ALONG END WALL SECTIONS NO SCREWS NIPPLE TO 3/16" REQUIRED RAFTER 2" MINIMUM IN BOW BEND 5' ' 4" 16 GA U-CHANNEL BRACE (5' TO T POST) 48" 16 GA U-CHANNEL BRACE (V TO 14' POST) MINIMUM 2-1/2' EMBEDMENT MINIMUM 2-1/2" EMBEDMENT NOTE: BRACE NOT REQUIRED IF END ENCLOSED � • •. 9-1/2" " �. J 12' 6" LONG TS 12 GA NIPPLE 12" MINIMUM 4" 6" 45° SECURE BOW AND POST TO 3" NIPPLE WITH 4 1/4' x 1" >ONOLITHICONC. 3" SELF -DRILLING FASTENERS T CONTINUOUS 4" CONCRETE PAVEMENT FOOTING (2500 PSI MIN.) TS BOW POST REINFORCED WITH 2 #5's CONTINUOUS , CONCRETE BASE RAIL ANCHORAGE I Not TO Scale (OPTIONAL) 1/2" x MINIMUM 5" FRICTION ANCHOR 6" LONG TS 12 GA NIPPLE SECURE WITH 4 1/4" x 1" SDFs BOW/RAFTER POST NIPPLE TO STEEL PLATE x 2-1/2" x 1/4" GALV. STEEL PLATE --MINIMUM 2-1/2" EMBEDMENT CONCRETE FOOTING ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Scale CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPE61FIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1 12 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1141NCH FOR FINE GROUT OR. 121NCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 21NCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 12 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. REINFORCING STEEL' THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL 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 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 61NCHES OF VERTICAL BAR LENGTH. 2 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) DRILL 518" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYEANCHOR U 6/8' ROD 30" LONG WITH DBL 4' HELIX WASHERS CONT. BASE RAIL TS RAFTER 6" LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4 1/4" x 1" SDFs RAFTER POST BOX EAVE RAFTER/ 4 BOW/CORNER POST DETAIL ��� CORNER POST DETAIL Not To Scale LED FASTENERS OR ATTACHMENTS Not To Scale ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD NIPPLE TO 3/16• RAFTER 12" LONG TS 12 GA NIPPLE. SECURE POST TO NIPPLE WITH 4 1/4" x 1" SDPS, 24" 16 GA U-CHANNEL BRACE (V TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) NOTE: BRACE NOT REQUIRED IF END ENCLOSED BASE RAIL ANCHORAGE 3 Not To Scale MUS VEWMW L2-1/4"FOR 2-1/2"FOR 14 GA FRAMING' 6 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND RAFTER POSITIONED AT 45 DEGREES. WITH 2 -1/4• x 1" SELF-DRILUNG SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 6" LONG TS 12 GA NIPPLE SECURE WITH 4 1/4"x1"SDPS RAFTER POST SIDE EXTENSION RAFTER/ CORNER POST DETAIL 5 Net To sale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4" x 1" SELF -DRILLING FASTENER SPACED NOT MORE THAN 4W O.C. GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO BOW POST AND GABLE RAIL W/4 1/4"xi"SDPS 2 ON TOP. 2 ON SIDE 1-1/2° x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO . BOW. RAFTER AND GABLE RAIL W/ 4 1/4"x1" SDFs 2 ON TOP, 2 ON BOTTOM TS GABLE RAIL tTS BOW POST GABLE RAIL TO RAFTER POST - CONNECTION DETAIL Not To Scale NOTE: 14. GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2-1/4' x 2-1/4" 12 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. BECHTOL , BMNISAESVjNG, INC. 605 WEST 01 _'�c/� Certlficat on o.549 % N Thomaglachtol, P.E. i Florida Lleense Ni 38 68�.T QF CAROLINA CARPORTS, INC. 10.9-12 A BECHTOL ENGINEERING RR, `. NTS AND TES7/NG, inc. JP P Q D G12066 corsulmo come MCAL VM M OM- � UhMA s IMN o,w+ms TB SHEET 3 OF 4 NIPPLE TO DBL. HDR. BOW RAFTER S 12 GA NIPPLE "LONG ;4CH WITH 4 1/4°x1' WITH TS 12 GA NIPPLE. LING FASTENERS 1/6" ,� i ioi SECURE WITH 4 1/4" x 1" SELF -DRILLING FASTENERS TS HEADER POST 3H6" NIPPLETO DBL. HDR. RAFTER POST/DBL. HEADER DETAIL Not To Scale 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4" x 1" SDF's, 2 ON TOP AND 2 ON SIDE TS END POST END POST/RAFTER CONN. DETAIL �-t To Scale 1/4" x 1" SDF @ 12" O.C. 3A. SECTION THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA. galvanized steel With baked on epoxy primer & polyester topcoat. 6" LONG TS 1266 NIPPLE „ < SECURE EACH. WITH 4, j$ x 1 v SELF -DRILLING FASTENERS - ITS BOW POST CONTINUOUS BASE RAIL 3/16" NIPPLE TO BASE RAIL RAFTER POST/BASE 2 RAFTER POST/HEADER DETAIL 3 BASE RAIL CONNECTION DETAIL Not To Scale Not To Scale CONCEALED FASTENERS OR Al TACHMENTS ARE THE RESPONSIBILITY OF THE TS POST CONTRACTOR OF REQORO 2" x 2" x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF TS BOW/RAFTER POST --- HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH 1/4" x 1" SDFs 29 OR 26 GA. GALV. H./—RAILWITH4 METALSIDEPANEL1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLESECURETO BOW POST AND BASE 1/4"x1" SDF's � TS CONTINUOUS BASE RAIL s END POST/BASE RAIL CONN. Not To Scale �-I TS POST -t - II b b TS NONSTRUCTURAL HEADER TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL i Not To Scale NTl EQL I i1'f E BEI REV80 NAMMUMTMRS IDIA A SECTION Not To Scale 1/4" x 1" SDF @ 12" O.C. TS TRUSSEb'FiAFTER CHORD, OR NONSTRUCTURAL HEADER i TS END POST OR DOOR/ WINDOW FRAME POST TS BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4-x1" SDFs, 2 ON BOTTOM AND 2 ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR 4 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE TO BASE RAIL 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4" x 1"SDF's BOW/RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � Not To Scale NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4" x 2-1W TS. NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GAT R 12 GA FRAMING. `���� 11 �R11� (:�• co f_ 605 WEt9i�VEW RKAVENUE - r r DELANI� 32720 . * Cerd6cal_AM&,izatio 2 Thomas Bech Florida License MI CAROLINA CARPORTS, INC. 10-9-12 BECHTOL ENGINEERING -_RR "" £ NTS AND TESTING, inc. 6[d CWMLT1NG ir MCU. D MOUND LL. , WTMMS hswc rxGOWS JP °AO "O' G12066 `�°®va�wowe„wwom'm AoanwEuTB SHEET 4OF4