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HomeMy WebLinkAboutSUBMITTED PAPERS'OFFICE USE ONLY: (� �r / �, PLANT REVIEW -FEE: F:% 99 ID RECEIPT NO.: �� 557 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 'CANNED 772-462-1553 BY St. Lucie County APPLICATION for BUILDING PERMIT CIERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 11691 N Q=1('M?) L Q-T , PS L' 2. PROJECT NAME: rj� ices SITE PLAN NAME: 3. PROPERTY TAX ID #: ��,� Oq FAO - '00 Z q 0006 4. LEGAL DESCRIPTION -(attach extra sheets if necessary): 5. 9. 10 11 PLAT BOOK _ 6. P E NO. �— 7. BLOCK NO. _ 8. LOT NO. 2r ®, CX�o PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: V COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 1 g SETBACKS (ACTUAL) FRONT:-' BACK: i3a' RIGHT SIDE: (8(0r LEFT SIDE: 3 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) . [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL - [ ] INDUSTRIAL ] OTHER (SPECIFY) De4achea �ay- p©r4 13. DESCRIPTION OF PROPOSED USE: 14. SQ, FT OF CONSTRUCTIOA -7 15. SR FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 1001 �A&(L�eS - �t°�L;JA 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 valte•is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 1 UPDATED 6125109 ph;l .332- 3&-f 3 ULbboA OWNER 9NF®RildATOON NAME: Uc7 S Inev ADDRESS: % �-� • p CITY: P �' �. STATE: �iC ZIP: ,�' 'T/( R g 7 PHONE (DAYTIME): �2- 3?) 2 0100 Email: do r IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LI TED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): C-_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: %� �. ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): (__) FAX NO. Email: ZIP: ARCHIT/ENGINEER: ADDRESS: 'CITY: A0e�%. STATE: �ir c ZIP: 2 7 2 /PHONE (DAYTIME): (_--) -L4 8 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: 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. } 4 I 1 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 pen -nit 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 WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR SIGNATURE STATE OF FLOOMA , COUNTY OF The foregoinginstrumentwas acknowledged before me this i day o 20z__2� b wlio *ispersonally known or has produced CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was me this day of as identification. 1 Signa ure of Not ,.:� ., IS J. PELTON = Commission # EE 024685 0 Expires October 31, 2014 Commission N� :'� BondedThruTroy Fain Insurance 800.385, by before 20 , who is personally known or has produced as identification. ofXotary No. (Seal) Ok-1 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 leckiisto i 7 1® FFFF ICE USE ®1®TLY BP #o QV 9• o 06m SECTION TOWNSHIP RANGE MAP NO. ZONING a rJ LAND USE a1 LOT CVG % ✓✓ TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX HOT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUB PARKS IMPACT IMPACT FEE PACT 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 ON -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 REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ITWO RECEIVED 5 13 DATE COMPLETED 5 13 2/ �� INITIALS t 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 cupersising 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' ---- - - ----yedJ1____ --- ---- compensation for that employee, all as prescribed by law.- Your construction must comply withall apphc _ — aws�- ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on ho 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 liAble for 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 related ivedical 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 -arid 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 day of _ of 20 u � O r/Builder Signature STATE OF FLORIDA COUNTY OF L� / The fore oin ms umen was acknowledged before me thisday of 20/9 , by f he �• G1e who is personally known to me, or who has nmrincedi/D - .� _ . as identification. ignature of N ry Ty e or Print Name of Motary (Seal) Title: Notary ublic Commission Number SLCPDSD Revised 07/22/2010 AODFtEY t1, IiUMPHREY ,,COMMISSION«EE081159 '* .3*` EXPIA Ntlt�ry Pu15 bllo wderwMats d ' Bondedfiluu PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 5309(;'� 05-a021Acoc)g (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community, 30--Ana JiCed Property Owner Name @1ease Print) f Proyerty Owner Signature 0 Dat STATE OF FLORIDA, COUNTY ACK�PWLEDGF,D BEFORE ME THISDAY OF 204� 1 L! BY � e , �t 1 L — WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED ON ARY COMMISSION NUMBER , pUDRE`I B VWIAPNRE'� v'6� ION # EE061159 sti MY COMMISSMarch 6, 2015 +: EXPIRES publltUnderr+�ilers SLCPDSD Revised 08/24/2010 TABLE 1 BOWIRAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST / RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 1 or II 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 corner 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-R1 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_W1TH:1/4" x V 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. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 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 2/97 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. BE 605 DEL I��. CeA INC DIVIS 11 ;T LU'CIE CG:>fiTY $L ` E RTV>IE`VED - OR COi ff�VIE�V BY - - Thor Florl I? TE ti TIT MLiST BE JaPT ON J0B PL�'S P bR Nb ' I'VCT10,N SVBE MADE. %ss�,�',�ES'S`�1P'`v� I INC. 6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1/4' x 1' SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 3 BOX EAVE OPTION SIDE EXTENSION 24" 16 GA U-CHANNEL BRACE FASTENED TO EACH BOW FRAME WITH 1/4' x 1" SOFs 5'-0" T. 14'-0a LEG HEIGHT FINISH GRADE B 3 MONOLITHIC SLAB FOUNDATION OR TOP OF 4 CONCRETE 2 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) 30'-0" MAX. BOW SPA 3 3 TYPICAL BOW SECTION ANCHORS NOT REQUIRED WITH Not TO Scale 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. 12 (SEE TABLE 1 FOR FASTENER SPACING) 3 F,--- ,-^ `-WELD ALL WEB CONNECTIONS, 'WELD ALL SIDES BOTH SIDES 6 BOX EAVE OPTION 3 6 SIDE EXTENSION 3 FINISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) ------40'-0" MAX. BOW SPAN TRUSSED BOW SECTION ANCHORS NOT REQUIRED WITH Not To Scale CONCRETE SLAB CONSTRUCITON. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERBOW FRAME WITH 1/4" x 1' SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) BOX EAVE OPTION 9 MONOLITHIC SLAB FOUNDATION B 9 MONOLITHIC SLAB FO 4 2 CONTINUOUS CONCRETE SLAB 2 CONTINUOUS CONCR 3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ON 14'-0" MAX. SPA 30'-0" MAX. BOW SPAN '— ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) TYPICAL SIDE EXTENTION SECTION Not To Scale 6" TYP- -"E OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE 1 SHEET 1OF4 OPTIONAL 26 GA. R-PANEL SIDE OR END PANELS SEE TABLE 1 SHEET10F4 SEE TABLE 1 SHEETIOF4 26 GA- R-PANEL ROOFING SEE TABLE 1 SHEET 1OF4 6' 6" 6" iaU OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS OPENING FOR ROLL -UP OR SWINGING DOOR WTTIi STRUCTURAL HEADER OPENING FOR HANGING DOOR ETWEEN POSTS . _, i —I 11=I I I=I I I=— "' ... _ . ... ... ... . „ TIE DOWN ENGINEERING, 30" LONG WITH , 5/8" ROD AND DBL 4" HELIX EYE ANCHOR ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END (SEE DETAIL 3, SHEET 3 OF 4) CONCRETE SLAB CONSTRUCTION BOW POST AND EVERY OTHER ANCHORS NOT REQUIRED WITH (SEE DETAIL I OR 2, SHEET 3 OF 4) SIDE ELEVATION INTERIOR BOW POST LOCATION SIDE OPENINGS CONCRETE SLAB 2. SHEET 3 OF (SEE DETAIL 3, SHEET 3 OF 4) (SEE DETAIL I OR 2, SHEET 3 OF 4) Not To Scale Not To Scale M'A-0X" M'-AOX I MAX I —T TABLE 1, SHEET 1 OF 4 S HEADER OPENING FOR ROLL -UP OR SWINGING END WALL OPENING Not To Scale GABLED OPEN END WALL SECTION Not To Scale 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTER/BOW AND END POST WITH 1/4' x 1' SELF -DRILLING SCREWS W/ CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) TS POST ROUND POST END POST LOCATIONSS (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" SDFs WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) TABLE 1, SHEET 1 OF 4 )R 26 GA. GALVANIZED / SAL ROOF PANELS BOX EAVE OPTION MAX I MAX I MAX TABLE 1. SHEET 1 OF 4 26 GA. GALVANIZED METAL ROOF PANELS ENDWALL POST 26 GA. GALVANIZED METAL SIDE PANELS "ROUND ANCHORS @ EACH END BOW POST AND EVERY OTHER END POST LOCATION ANCHORS NOT REQUIRED WITH (SEE DETAIL 3 ON SHEET 3 OF 4) CONCRETE SLAB CONSTRUCTION. (SEE DETAIL I.OR 2, SHEET 3 OF 4) END WALL SECTION Not To Scale NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2' TUBE STEEL. ftii Cop FIL 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. 3 MONOLITHIC SLAB FOUNDATION 2 4 3 CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 14'-0" MAX. SPAN — —� ANCHORS NOT REWIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL i OR 2, SHEET 3 OF 4) I6' x 30" WITH DBL 4" HEUX WITHIN < 6" OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3, SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) a D INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE 1 Not To Scale (OPTIONAL) 1/2" x MINIMUM 5" FRICTION ANCHOR fi" LONG TS 12 GA NIPPLE SECURE WITH 4 1/4" x l" SDF's TS BOW/RAFTER POST 3116" 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 SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFRRCING 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 1/2 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR FINE GROUT OR 112 INCH 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 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2 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 6 INCHES OF VERTICAL BAR LENGTH. 11 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) INSTALL 112" x MINIMUM 5" EXPANSION ANCHOR 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) THROUGH BASE RAIL WITHIN 6" OF EACH TS BOW RAFTER NOTE: RAFTERIBOW POST ALONG SIDES BRACE NOT REQUIRED AT CORNER IF END ENCLOSED NO SCREWS 3116" MIN. 6" REQUIRED NIPPLE TO IN BOW BEND 5" RAFTER ' 4" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) MINIMUM 2-1/2" EMBEDMENT NOTE: BRACE NOT REQUIRED AT 9-1/2" CORNER IF END ENCLOSED 6" " 6" LONG TS 12 GA NIPPLE 45' SECURE BOW AND POST TO MINIMUM 4" 6' 3• \ NIPPLE WITH 4 1/4" x 1" ai 3' 1 SELF -DRILLING FASTENERS " CONTINUOUS 4' CONCRETE PAVEMENT 2 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) TS BOW POST BOW RAFTER/POST DETAIL 4 Not To State DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT "WASHERS NIPPLE TO 3116" 6' LONG TS 12 GA NIPPLE RAFTER SECURE WITH 4 1/4"x1" SDFs TS CONT. BASE RAIL TOP OF ASPHALT PAVEMENT 12" LONG TS 12 GA NIPPLE.'_ OR STABLE GROUND SURFACE SECURE POST TO NIPPLE WITH 4 114" x 1" SDF's, F1 TTF— I - -.y EYEANCHOR U 1 5/8" ROD 30" LONG WITH DBL 4" HELIX 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) NOTE: BRACE NOT REQUIRED IF END ENCLOSED TS RAFTER POST 4: _'K SIDE EXTENSION RAFTER/ 3 BASE RAIL ANCHORAGE CORNER POST DETAIL Not To Sple 5 Not To Scale 2-1/2" FOR 14 GA FRAMING 2-1/4" FOR —[\\\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 -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 1/4" x 1" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS RAFTER 6" LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4 1/4' x 1" SDF's RAFTER POST BOX EAVE RAFTER/POST DETAIL 6 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"x1' SDF's 2 ON TOP, 2 ON SIDE BOW POST 1-1/2" x 1-112" x 2" 16 GA CLIP ANGLE SECURE TO BOW RAFTER AND GABLE RAIL W/4 1/4"x1" SDF's 2 ON TOP. 2 ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION 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 2-1/4" TS. NIPPLES ARE 2-1/4"""ry��x 2-1/4" 12 GA TS FOR 14 GA FRAMING NIPPLEaS\\\\``NQ ,f��12 GA �E FRAMING. IE db5-m0Nt1KING WITTErSI G, INC. a NIPPLE TO DBL. HDR. BOW RAFTER S 12 GA NIPPLE ACH WITH 4 1/4"x1" " LONG TS 12 GA NIPPLE. LING FASTENERS 1/6" SECURE WITH 4 1/4" x 1" 1 S rELF-DRILLING FASTENERS 11*1A 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" SDFs, 2 ON TOP AND 2 ON SIDE END POST 5 END POST/RAFTER CONN. DETAIL Not 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 top coat. TS HEADER 6" NIPPLE TO DBL. HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS BOW/RAFTER POST 29 OR 26 GA. GALV. METAL SIDE PANEL 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO BOW POST AND BASE RAIL WITH 4 1/4'x1" SDFs CONTINUOUS BASE RAIL s END POST/BASE RAIL CONN. Not To Scale I TS POST t t II kd H - TS NONSTRUCTURAL HEADER -fT 6" LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4" x 1" SELF -DRILLING FASTENERS BOW POST CONTINUOUS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE s BASE RAIL CONNECTION DETAIL Not To Scale TS POST 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH 1/4" x 1" SDPs TS NON-STRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW 7 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale A SECTION Not To Scale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASEANINDOW RAIL OR NONSTRUCTURAL HEADER Ell 1/4" x 1" SDF @ 12" O.C. 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4"x1" SDF's, 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 2-1P2" x 2-1/2" TUBE STEEL (tS). 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2-1/4' x 2-1/ ' 1 G{1/T$ OR 14 GA FRAMING. NIPPLES ARE 2" x " BOF l JI yF;AM1AING. Inn���`'kNN BE���i , -SSE COP N � y'I, �k * i �' y3A BECH 4 r INE!0RINC_AND TES'rI M. 606WES�N RKAVENUE G DELAND A 32720 ,��0 Cer ifica 44ation No. VqIN Q, Thonts Bechtol, I Florida License No. 6 # . t t I