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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE'ONLY: I ' PLAN REVIEW FEE: [ ` {� • RECEIPT NO.: � DATE FILED: E> PERMIT NUMBER: (7'� �• CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10. 11. 12. 13. 14. 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 Scl/vl vE� Cie CO APPLICATION for BUILDING PERMIT Unto. CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 5 *(00 / _r4/%C ZZ T✓eifI t- PROJECT NAME:O� (/l STTE PLAN NAME: PROPERTY TAX ID #: LEGAL DESCRIPTION (attach extra sheets if necessary): SE ' r' S W _Ae 6 J LESS l ?� oo Fi-/-r fI�S S � .t i ✓ Srerio,� za- ?Oue� 3y 5 C we PLAT BOOK 3 y0, 6. PAGE NO. a g�7 7. BLOCK NO. �R_ 8. LOT NO. )& _— PARCEL SIZE (ACRES/SQ FT.): T LOT DIMENSIONS: 1256 . to k X 1667- , 0`5 COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: a 0 ,X ,2( X /� H)' BACK: (9 RIGHT SIDE:_ LEFT SIDE: TYPE OF CONSTRUCTION (Check all appropriate boxes) �(J NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] .COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: (''A—etiUrrz> i'E-.Z- AsDl*r 4- %rg011i� SQ. FT OF CONSTRUCTION: _5 £20 15. SF. FT 1st FLOOR: 5FlMI" - 16. VALUE OF CONSTRUCTION: $ l 5o. � 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 valudis S2500 or more, a RECORDED Noticc of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION V NAME: /e-lq .gj=A VIF&y ADDRESS: SD© I CITY: , E �- A. r: - 12- . STATE: R— ZIP: 91s—/ PHONE (DAYTIME): (RM L16 q - CSV2 Email: 6 05- " 5-d- & IM71,4- COM IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: 509-1-n 5_ ADDRESS: CITY: PHONE (DAYTIME): C__) STATE: CONTRACTOR INFORMATION ST. of FL REG.CERT ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): C__) STATE: FAX NO. Email: ZIP: ZIP: ARCHIVENGINEER. fi)=6117-02- ADDRESS: CITY: Or5cilg"o STATE: ZIP: -502 7 oZ 0 PHONE (DAYTIME): (___) BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: 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. 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 pen -nit 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. STATE OF Fl COUNTY OF The foregoing instrument was acknowledged before me this —1-3 day o 20 by I9;v is personally known or has produced identification. CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF foregoing instrume9dt was acknowledged before this day/of , 20 , who is personally known or has produced of Notary as identification. Commission No. (Seal) / Commission 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 instructions see apRropriate permit checklist. i OFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE / / LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # -7O 1 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 COUNTER REYIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE S RECEIVED J • DATE COMPLETED tr O ' 0/• 1NITIALS - ------- I I I I 4 ! Page 1 of 1 ]G. �fAC1t� t/Dzavcii BUILDING & CODE SYSTEM You are logged in C0G1s\hemPhreya �+��-'= -- as: Version 21.11A I Property I Valuation Property Alert' Edit Permit I Search Permit Review I Inspection ( Permit Fee/Payment I Misc Fee contractor ( Reports Maint Fiscal Post Date I View, Edit, OR Add Parcel Alerts Submit Query Print PROPERTY ALERTS Enter Parcel Id: (Press ENTER; 1141821300400002 PROPERTY INFORMATION Parcel #: 11418-213-0040-000/2 Jurisdiction: SAINT LUCIE COUNTY Zoning: AGRICULTURAL RESIDENTIAL Address: 15001 TREE TOP TRL FORT PIERCE FL 34951 — PROPERTY ALERTS Add Alert I Message: .. ..............Alert Type Alert Desvipdon (..Closed By Date Closed I Last Changed Alert Sta[us ;Alert Sev RED -- SEVERE - SEE 'CODE METAL CARPORT AND FENCING PUT UP WITHOUT PERMIT. PICS swartzel -- Edit : ACTIVE NOTES 4 ENFORCEMENT IN FILE CASE # 78779 12/10/2013 �I http://code/(S(mmy3400gpfxpr4fefo5ithwx))/AlertMaintenance.aspx 1/13/2014 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, S dy / (Parcel Id#/Legal 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. ier Name (Please Prjaf, _--- ( ,� /- i3 -- ZV Signature at STATE OF FLORIDA, COUNTY OF �Azz4e ACKNOWLEDGED BEFORE ME THIS DAY -OF f'J Y 20 BY%�� 02ttr1Z WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED COMMISSION NUMBER SLCPDSD Revised 08/24/2010 AS IDENTIFICATION. OR PRINT NOTARY (SEAL) 8. HU MPHR� ,( ;=a• F . Leo; pUDREY MY COMMISSION # EE?015 EXP oe: NotaNP«hticU sondedThru ��� ; 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 appli�cab laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on ow,, to meet the minimum code. Initlal)Y� 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 �f 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 l�iable �f ,r/ 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�j'��d' al 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 Zo mg Departm to the Florida S to Department of Professional Regulation. i'gned and acknowled on is day of of 20 C. O er _ uilder Signature / STATE OF FLORIDA ` COUNTY OF .6 The foe jimmtrume ckn wledged before me this day of ✓�.204. by who is personally to me, or who has produced as identification. Signature of r#ry Ty r Print Name of Notary(Seal) Title: NotaryPublic Commission Number • Qt�Y :U ? '= AUDREyB. HUMPHREY SLCPDSD Revised 07/22/2010 ; MY COMMISSION # EE 061159 Bonded (jN Not2ry Public6 2015 s, Ndervrnto,; NOTICE OF nN REMOVAL tom- r�.�._- -- - = - ONt - - - _--- -------_--- e-Tci�L�TII�IES DURING - 1=PiNiS-EXEIOf�TTO - _ - - - �CNsr-rACE 1 _ . r�rl=P�t -_ - -- — -Fee. 00 Date= Issued: 8/21 /13 Property OWner: Karen Avery Date Expires:- Upon completion of work, or 8/21/13, whichever occurs first - _ - - - Contractor --N/A----- parcel ID#. 1418 213 0040 000 2 —� - - 5001=Tree Top Trail, Ft Pierce = Pro ect Location: - Pro erty Size 0 94 acres • $ t p -� licait re nests vegetat►on removal for construction of a concrete patio aroiect Description (Building Perm11 it #1208 `0165) Per;Land Development Code 6 00 04 E this activ►ty qualifiies for an a j + exemption. u Field Notes - - � r 4 1. HABITAT a. Uplands Residential _ - b. Wetlands;y None observed by staff Please note this does not constitute a state or federal u'risd ctionandeterminat on andyall fbrmaVwetland delmeatrons must be obtained J from appropriate state and/or federal agencies. 2. WILDLIFE: None observed. GICAL OR HISTORIC FINDINGS: None identified. 3. SIGNIFICANT ARCHAEOLO mitigation: No mitigation is required, as no native vegetation is to be removed. orization for removal of exotic vegetation onl Nl c..e.,-.r.tinn #20120805 Provides auth native ve- Post Clearing Requirements: square feet of The landscape requirements of one native his prop erty 2,500 .4 acres (acres X 1. Landscaping: property, up to a maximum of 17 trees, must be met. As t property 16 trees 43 560 =square feet of this property) 40,946 square feet, (square feet/2,500 = trees), k 12+ HT or a total of dfl" f1RH of trPPss. /mead firing 2.5" diameter at breast height (DBH )' this requirement .,� contains well over this amount of inches of native trees, Since this property Joe Cido To: Karen.Avery58@gmail.com Cc: Joe Cicio (cicioj@stlucieco.org) Subject: Review Comments for permit number 1401-0126 Attachments: Repo rt_FL_Review_Comments_Non ccmpliantjrf[1].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Josepk. X Gicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 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: 5001 Tree Top Trl City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1418-213-0040-000/2 Jurisdiction: Zoning: AR-1 Lot#: APPLICATION INFORMATION Permit Number: 1401-0126 Stories: Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS Page 1 Owner(s): Karen Avery SAINT LUCIE COUNTY Block: Automatic Sprinkler System? No Fax Number: Email: Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Audrey Humphrey 1/13/2014 1/13/2014 Comment: VEG PERMIT SUBMITTED TO ERD 1/27/2014 Comment: VEGETATION PERMIT IN DRAWER UNDER (A) N FEE ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1/22/2014 1/22/2014 Comment: FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 1/13/2014 1/13/2014 1/13/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/25/2014 2/25/2014 Comment: BOTH SETS OF PLANS SUBMITTED FOR PERMITTING MUST BE IN ORIGINAL FORMAT [ SIGNED, DATED AND SEALED BY THE ENGINEER THOMAS BECHTOL I SEE F/S 471.025 2/25/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Jeffrey Johnson 1/15/2014 1/15/2014 1/15/2014 Comment: Corporate Office P.O. Box 1263 187 Carding Ridge Tr. Dobson, N.C. 27017 Email eci.lic@carolinacarportsinc-com W6,gite:_ wm* 'com i - A 77 The Aed'-shic'p, ilci Authorized Lark Dealer ------- 1 162 Giro Theresa CSales arp 5990 S US #1 Ft. Pierce, Fl 34982 shedshopflorida.com Inc. 1 772-489-4040 —theresaprussing@comcast.net - 71 -C Z DDR-ES OTHERM_=11 �PHONE: WORK HONE-C- Price OL', Tax Subtotal Z cn, CD 6z A-2-c!) - 21111! _1.0%_-Dov--Payrnent Before Tax on -- ----- Total Additional Labor charge 930, Balam one NOT9TRAME 1 FF. SHORTER THAN ROOF LENGTH at Installa0bn .� Regular R Boxed Eave.0 Vertical ____0 Roof Style Asphalt 0 Other. 0 Installation TypeCe Ground Certified Power Available Yes 10 No 0 Uncertified 0 This purchase agree .tint (the "Agree ent") is made by and between Carolina Carports, Inc. ("CCI"), a North Carolina corporation, and e6i - 70 the "Buyer")- R (14) gauge, twelve r being.fully educated about CCI's various Products including the fourteen the item Buyer agrees, after its, to buy, and CCI-agrees-t6-seM, pursuant -to -the terms listed in this Agreement, i (12) gauge, and 6ertified units, described' above. Buyer has read and derstands the terms of this Agreement, including the terms and conditions contained on th . e reversen which terms xpressly-incorporated berein-byxellerence, as weR as any and all side of this doe ent, whics 0�1 relevant warranty' M ati and agree i by same. inor CCI: Customer By: Kc% Authorized Dealer r-1 If" T ic----+ r (7 T RF.P M W-1 nf Mn' r TABLE BOWARAFTER FRWA, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING MAXIMUM ON -CENTERS ALONG RAFTERS OR TERIB PURLINS, AND POSTS OR GIRTS RAFOW WIND ULTIMATE NOMINAL AND END POST (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) BOWS/RAFTERS BOWS/RAFTERS I11, or III B, C, or D 115 TO 150 89 TO 116 5.0 6 8 , 151 TO ISO 117 TO 139 4.0 6 6 NOTES: 1. Sped9alloru applicable to 26 gauge metal pandit fastened dtrecily Io 12 or 14 pupa stsei tube bow fames. 2. Fasbnarsoorulst of U4'-14X1' sstFdr g screws wllh control seal washer. 3. SpedrMradoru opptoebb only for mean roof height of 20 feet or Was, and roof slopes of 14' (3:12 Pitch). Spacing requlremerde for ottw roof heights wWor togs may vary 4. Gmuad anciar w9uYwosMs rs 1 ® each corner and one every o0wr Interior bowhMer post location, at a mwdnwm of 1C' O.C.. and both Was of openings where bass rail is absent. 5. Gnwnd arahors re rat naquired with concrete Nab construction. APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE r STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596-Rt 26 Gauge AG Panel IQfI4= STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-RI 26 Gauge AG Panel 10/14108 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-R4 Model402-14 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FI.6888-R3 Model 203 04=12 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940- R1 Model 100 VS 04IM12 GENERAL NOTES: I. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 114' x I"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q S.O.C. AVERAGE. 3. ALL FIELD CONNECTIONS SHALL BE 104' x 1' SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. 5. CONCRETE EXPANSION ANCHORS SHALL BE WE.HT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION N THE STATE OF FLORIDA PREPARED FOR: CAROLNA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENWNEERNG AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of MRlartratlon No. 00005492 I WINDOW AND DOOR NOTE I 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: ANSVAAMAMW WDA 10111S2 2M7 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.ANPLARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION IW9 OF Ew2010 FLORIDA:6UILDING_CO E. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. ..�1111111i.. P*Rovkmd Not In Cmphance t T OVERALL LENGTH VARIES DEPEROSONNUMMAND&PACM DONS —' 12 p2 DWSAVEOPMN S FEE ERIEImON NI OA LW WNI; MICE FM ACI SONFILEE RRIN w. rEI VC. rS Ts. W4r 7 HEIGHT IIBIIaanoBLAB FONIDATION GRADE OR TOP OF QONCIETE JOIIBCOIE2EfE W cam WFEM allvoRw LTM.n 4r VAX ®OW SPAN TYPICAL BOW SECTION AM T.8.0 w mlf� Tl�ana IM&a .GPO w WI OALYAM® IETAL NEW PANELS PASTEMM TO )Y V TEIrSM MAIE MM w. r SM ENM C W TILL RN. INSIDER WE TAME 12 1IES cowKcnow YE EMISSION .-1FrM ORINDE OAE OCO�R MTGOTPcOiFE am a MAX a= TRUSSED BOW SECTION NRRTo.owl AONOPE ALARCIMWINII mnETSOF ISIM MOEIO t. Sa Dana / awL Ea1:TIOF.1 IS oA UALVA/UEDIETALPCOF Naga FASTENED MM NwIE wM POL SEAL w'ASHM SIENIM SAAM O) �y IMS 6 a EAVEOPTION T a OLITWILMFOUIO)ITCHTSAJOUS COICITE7E NABCLNTSEJOUS CONCRETE DAB N rmwBRn OILY) MP EN CAM-MM ONLY) Cd WAX SP 20'-0• MAX SOW SPAN '-- AMODMIIm1ImII®wtnl ooraEa w ooIEECToa L>!EC[fAL 1 aLS1dTS V 0 Q' TYP.+1 ■ G wIIM6 wFMIE11100150 SIDEWISE IwIBS TARE 1 SM TARE 1 NEE TARE 111 SEE TARE 1 � M OE�MIMs wsamalaaSsr.aru - SIDE ELEVATION IMT.NaI �---1c oBMM H4�w4 ao• lOIO SIM s/e' EW A1D oa a• Iaa OE JSL110R Tvn/LBD (SFL DELL i war a a a) AJ�Ow1.lAJSo1Sm NIM L>ailvl 31DE OPENINGS ^ .' a a°a'�snv IOF.) MM TF SEII am END WALL OPENING CONCO 1.1T1o.�..M PM mD TT IML§ AUSW-) SQ SO ara 1 aLwteTSoq NNT.SaW TYPICAL SIDE EXTENTION SECTION GABLED OPEN END WALL SECTION No To Sall NOT To Salo w.romwT wH TAEE TMLE 1. SNET I CF. )R 26 GA. GAL MA GEED rAL ROOF PANELS Smc SAVE OPTION LIOTNOLIRSC w T'OISIDATION �' ) uAe N`d MAX AlO0a Mm1EaEWRJIM PMMgTA wmETIunW. TBoerAalatSarlaa aSAMWNV NCSTwRIM PMEGCI EONIRTN OF 41 E PSA ORAL a Slsr 70F.J TYPICAL FREESTANDING LEAN-TO W To SCTSS TMIEI.OMTICF. WI W% IIAS IMTL W% I W% 6�l OILLVAE® SETAL ROW PANELS E DWLLL POST 6L GALVANIZED YETAL SIDE PAN" ' —11ROUID X CH R S Q EACH END SON POST AND EVERY OTHER . nD POST LOCATON (SEE MAL a ON SIffT a OF U END WALL SECTION OWT..d. IIDTE' /A GA F11AW0192-Urr a 2-IG'TBE STEEL 12 GAPRAMM ID 24W a Z-W TM STEEL NIPPLES ARE 2-W S MW 12 GA TA FOR 1E GA iRMwD. wpm ARE r S r 004 T#4pR 12 GA FRAWO. IIONOLUM BLAB FOU DATIM 4 n SLAM • ALL l?■M AVW r EXPANSION ANCHOR THROUGH ME PAL VAT N r OF EACH RAFTS OMPOlfMALONGOBEs OREMM EVERY OTHER END WAIL POBTALOIG END WALL ECip16 —H ►—r NFYBL 2-W BlEMEHT 71AONONTNo cow. FooTNG mw Psi IN.) g6NFOR= WIH 2On CONTMIOUS CONCRETE BASE RAIL ANCHORAGE Not To Boy■ (OPTCNNL) LONG n 12 GA NIPPLE SECURE WIH s 1M i r sOF1 BOVYRRAFTER P06T IW aINRUM 6' am NIPPLE TO FRICTION ANCHOR STEEL RATE a2-Ur ■ 1N' GALV. BIffLPLATE 2-Ur AGENT i • . r CONCRETE FOOTING ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL Nal To BoLN 00HILRLTE - OOC@lE IHRYL HNVE w NNtr.ar IlEO►fD DOt/IEILaVE sIIO1pM OF 1700 Fs ATit GYL OOm OVER Ioponam BIER MR NOUMT100A 1414f{A1 CONCRUE OWER O•SOIO.R000 SARI MALLN 5SI ESN FOURMTOIA WISE THE OMCNETE■ OXTAOA WAM FIIENNIIRYN OONTACTTMGNTHE FARM OR CPomToTHE vxm OR NEATH"ANDIIRNOEIElNIIIE IBEOIIOOBAIO BBFflO®N OWUMCEI1B MAIL HMVEAFMAM LEAROMAICEOF VNOMPUtNIE OROONON IRWM OROOMEOROOTEEfVAM ®IOIOOBNONOAN' FMZCFA CELL R19fOROOILARa IMmN IMIOI.IY WAW LIMILHMVE A WAOPWCMM (NCLUOM WHOM OF IOTLIW THNNE PCMn NORMAIOWtY U TIN LRAM A&M CPOEm TO EMIN OR HEATH E R 110 NOOFORM JOWY tafil NOT 000M TO EARTH OR RIVRH OL THE NO/OROW STEEL MALL E HB/AN ORMEM GHVANTATM MALACO7701Ei FOR OE N E IEPWR WALL CONSTRUCTION NO NOT DIRECTLY DO'ONEDTO THE HEATHERSHALL K GLVAMED NACLUWLANCE RRN ANMA IN. LTAII6Z GETAL FATE OLa�ECTPtl.IOEVO. oOLT1 AND NA" mot®OMECRYTO THE Wd1T161 mw EITTAKSISSFEELORNOTO/►EO OIIWAI@D. EYMPICBBHIMAYS-IY IN THE OIO►OR NE FE DRRUMM I. ALLIBiORC9EM ■N EGOD. LTHEO AETMOFTHEENO.A AKftMORTNEMMOFTTEBARiROTLEILI T/MN SWA AR 0109ETE RE AND L EIFOIOOBRF/MIMLLY E MO®N OONCETE I ALL Nm E FMDNBIT. EXCE" CV*6 ENDM■IECEIL4"TDALMDOWEL20 aVATHA VERTICAL CELL NARa PARIMLLY Bl1®OEDI1 CONETE MOLE PEIBTED TO E EHIATA ■APE CF WT HOE TW W I NON OFHMMWAL OOPLACBBrtTO E 19M OVERTM LAM LOOM BBTALL lir a MAMBA r EXPAN0I0N ANCHOR THROUGH BASE PAL WITNflr OF EACH RAFTE'RA WW POST AIONG LADES 2 CONCRETE BASE RAIL ANCHORAGE Not To Now (OPIIDIYIL•ON®ICARPOtTs 0/61T DRILL av HOLE THROUGH THE BABE RAL ANC BLCUtE TO ANCHOR EVE VM U^ DIAMETER WASHERS "CONT. BABE PAL TOP OF ASPHALT PAVEMENT OR STABLE GROUND S UMACE HID SC1Eri5 IEOARED BI BOW BEND 2P is GA LLGMIEHEL Wv= (S TO BOW RAFTER ATr H GA UC ANB.1 BRACE Is M I NOTE: BRACE NOT RCDUBUD F END EN 9P IS OA LLCIANs3 BRACE m TO rPoarn Ar H GA U424AMU BRACE (IT TO IV POST) NOTE: BRACE NOT REQUIRED F END SHOT DOW --r umTs u OA NPPLE 'J 4r SECIPEBOWANOP06TTO NIPPLE WIN A W a r 2 tSF60Pu11G FAiiENERS BOW/CORNER POST DETAIL 4 Ilol To Now lr LONG n l2 OA NOPLE. ECAE POST TO NIPPLE WIHA 1N'a I'SDFY. EYE ANCHOR u 1 $VRODSO'LONG WITH OOL r HELMC w is GA uCHANEL BRACE (BTO r Pon Ar 10 CA U4HANNEL BRACE (If TO TP PCIM . H -,M RRAC,E HOT REQU RED F END ENCLOSED BASE RAIL ANCHORAGE 3 Nat To saw 2•lf!' FOR N GA FlRAANG 2.1M'FOR OYIE tHOW.BI♦tAITi 12 GA FRAILNG rAnBEDTDTENwTAHO IMF7EIL P'OLOaa�ED ATtl o�aTRIHI:-w■ r OBN•ORILAO aOEik.AT EAO1llONH61sAAO) BRACE SECTION Not To taw r LONNG n u GANDIPLE BECUE Wren I tlhl' BDFa SIDE EXTENSION RAFTER/ CORNER POST DETAIL 5 RHy".Nrr. MW 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH RJ IM': rsF1F-0RLLI G FAIITE ER SPACED NOT MORE THAN Is' O.C. r20"METAL ROOF PANEL —n RAFM ' ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To scow r LONG n 12 GA NIPPLE SEC IE POST TO RIPPLE WITH AW,rWft BOX EAVE RAFTER/ CORNER POST DETAIL 6 ON To SO& `mir a mw a r 1N GA Cl1P ANGLE SECURE W NOW RAFTER AM GABLE RAL W!A 1AIW OM %KALTV?4 �M\Tll v2 ON TOP. 2 ON BOi1OM SECURE GASP PAL 2 ON TOP, 2 ON 8M n NOW POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL % Hal Tosaw NOTE N G►FRMMO M 2-Vr.z 2- WI= BTG$ u MFRAING■2.9C 2-iWT!B1EEL 10-KM AM 5 Wa2-TM u GLT.L FOR M GA FRMBND. No-mm ME r ar uGATA FOR u OA FRAMM. NIPPLE TO 2na- • DSL HDR V LOW TO 12 t2A RIFFLE SECURE EACH WRH 4 1M�1' SE F-0RILLIND FASTENERS f, POST (i RAFTER POST/DBL. HEADER DETAIL Not To Scab 2,And-1a oA ANGLE CLIP aECURE TO ►OSTAND RAFTER VRTH 1M' a P SOF1.2ON TOP AND 20NSM n t3D POfaT r.--�-END POST/RAFTER CONN. DETAIL ,, � Nol To Bala 1M' a T' SOF 0 IT O.C. + • CURTAIN 18 fill SECTION THROUGH ROLL UP DOOR HEADER Not To Scala CURTAIN: ffi 01l paMarinC abN nM tnkod on apaay prkw PorywOar bP wet LL i 'TS SOW RAFTER r LANO TS 12 GA NIPPLE SECURE WITH a 1M•a 1' SLiF.ORL LM FASTENERS �\OW. HDR �RAFTER POST/HEADER DETAIL � NOR To 8oab n SOWAUFTER POST n OR 2a Oti GALV. METAL SIDE PANEL -1-t? a 1-t? a? 1a GA CLIP ANGLE SECURE TO SOW POST AID 044E LULL WITH 4 1M*t1' SDFl "-TS CoNn NOUa SASE W& END POST/BASE RAIL CONN. Not To Soab, C LONO n U GA NFLE SECURE EACH WRIT 4 1M' ■ 1' SELF.DRLLSD FASIEIERS TO TRUSSED RAFTER CHORD. noowPOST H. OR MOerwcrU AL HEADER n END POST OR DOOR/ 2'121? 1e GA ANGLE CLIP WSDOW FRAME POST SECURE TO POST (EACH SME) n SASEAVI DOW RAL OR AND RAFTER CHORDARAL VVITH NON47RUCTLMAL HEADER 4-IM7[I-80Fa, n COMwOUS SASE RAL 2 ON SOTTOM AND 2 ON SIDE MOTE: AT ROLLAF DOOR CPENMS, POST SHOULD SE FLUSH WRH RAIL ETD. CUP POST TO RAIL ONLY ON ShS NIPPLE TO SIDE OPPOSITE THE OPE SOL SASE RAIL RAFTER POST/BASE POST TO RAIL, TRUSS CHORD, OR 3 BASE RAIL CONNECTION DETAIL NON-STRUCTURAL HEADER CONN. DETAIL tbt To scab -- a MR"ALA31RT WH M■ iSDFYTaNONd1W1CTIA HEADER vmPN) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To 6oab a' LAND n 12 OAMPPLE SECURE WITN 4 W a 1' $OF% n eowA7AFTEN POST NIPPLE TO 9fa' SASE PAILi --f� . 'n COMNUOl78 BASE RAL POSTBASE RAIL CONN. DETAIL B 00 TO Soi NOTE 14 GA FRO M:2-Vr a 2+147TUSE STEEL 12GAFR4WIO2-1M S-WTLSESTEEL. W41U ARE D-W a l-SW 12 0ATA FOR 14 OA FRAUD. RWPLEB ARE 2' a? 12 OATA FOR 12 GA F A WOO. CAROLINA CARPORTS, INC. A SECTION WW12 Nd To BOIIa BECK= ENGINEERING RR P.— is wao TMTW4 arc W.,� aaamaaa. a�aa a• aaoa� a� a�a a� R e 0120ae �••'���� —To SFEETi OF4 0 0 TABLE 1 BOW/RAFTER 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 I or II B, Cal D. 1 115 TO 150 89 TO 116 5.0 6 6 151 TO 18JQ 117 TO 139 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-Rl Model 100 VS 04/06/12 GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. CONOWO FAMNERS OR ATTACHMEM ARE THE RESPUNRI911M OF THE C0M00090 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 I` STATE OF FLORIDA *AR , 42014 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 E SCANNED DELAND, FLORIDA 32720 BY Certificate of Authorization No. 00005492 St. Lucie CountyFIC, �r - - r 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. S AE D ALL PROPOSED WORK \� �� I t l I ►III SU®JEC I` 0 ANY CORRECTIONS �� � �' rl fr_ BECHTOL�EN IN&W INC. I___,1JIRED Ba IFIELD INSPECTORS THAT 605wEST tiu Av ��Nl_ _DELAND, fcjl7 .927111/ MAY BE NECESSARY IN ORDER TO CeAificat��fA gtlzation No. 53S ,'•` � MIMPLY WITH AL APPLICABLE CODES. ��� ���� _ I / e ya — O/! e ST. LUCIE COUNTY BUILDING DIVISION REVIEVUAI FOR CONCEL REVIEWED BY DATE_G0O� MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ThomaaenOI,.P. - r • r " FloridaL'prr®Nb.36 ' �� .0 O • STA 0NAL/lrrrrll CAROLINA CARPORTS, INC. 6-19-13 AUBECHTOL ENGINEERING RR NTS AND TESTING, inc. a D: TB °R0.1"N0' G13002 MMUM GEo,ECD�� UUMALS TE, a0NMM c.auaxma,.wtraamw.moos.sx '�'°"`°` TB SHEET 1 OF 4 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1/4" x 1' SDFs WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 Q 3 BOX EAVE OPTION SIDE EXTENSION 24" 16 GA U-CHANNEL BRACE FASTENED TO EACH BOW FRAME WITH 1/4" x 1' SDFs T-0" T 14'-0" LEG HEIGHT INISH GRADE 8 3 MONOLITHIC SLAB FOUNDATION OR TOP OF 4 CONCRETE 2 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) 30'-0" MAX. BOW SPAN 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 114" x V SDF's WITH CONTROL SEAL WASHER. 12 (SEE TABLE 1 FOR FASTENER SPACING) 3 �-- -" —WELD ALL WEB CONNECTIONS, WELD ALL SIDES BOTH SIDES 6 BOX EAVE OPTION 3 5 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 Not To Scale 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERBOW FRAME WITH 1/4" x V SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) BOX EAVE OPTION 3 MONOLITHIC SLAB FOUNDATION B 2 4 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) 14'-0" MAX. SP ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) TYPICAL SIDE EXTENTION SECTION Not To Scale ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) a3 3 MONOLITHIC SLAB FO 2 CONTINUOUS CONCRI (OPEN CARPORTS ON 30'-0" MAX. BOW SPAN '— 6" TYP.— 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 6" 6' 6" ANCHORS NOT REQUIRED WITH GROUND ANCHORS @EACH END CONCRETE SLAB CONSTRUCTION. BOW POST AND EVERY OTHER (SEE DETAIL t OR 2. SHEET 3 OF 4) SIDE ELEVATION INTERIOR BOW POST LOCATION Not To Scale (SEE DETAIL 3, SHEET 3 OF 4) MAX I MAX I MAX I MAX I MAX I MAX I MAX OPENING FOR ROLL -UP OR SWINGING END WALL OPENING Not To Scale GABLED OPEN END WALL SECTION Not To Scale TS HEADER 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTERIBOW AND END POST WITH 1/4" x 1" SELF -DRILLING SCREWS W/ CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) ENDWALL TS POST ROUND POST (oj END POST LOCATIONS (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) 1, SHEET 1 OF 4 GA" GALVANIZED / OOF PANELS BOX EAVE OPTION OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS OPENING FOR ROLL -UP OR SWINGING DOOR WITH STRUCTURAL HEADER MAXIMUM CLEAR SPAN " 12'-0- TIE DOWN ENGINEERING, 30" LONG WITH 5/8" ROD AND DEL 4" HELIX EYE ANCHOR > (SEE DETAIL 3, SHEET 3 OF 4) SIDE OPENINGS Not To Scale ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL I OR 2, SHEET 3 OF 4) END WALL SECTION Not To Scale 3 MONOLITHIC SLAB FOUNDATION 2 4 3 CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 14'-0" MAX. SPAN — ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET3 OF4) < 18' x 30" WITH DEL 4" HELIX WITHIN < 6' OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3, SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale OPENING FOR SWINGING DOOR 6" ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1 OR Z 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. BECHv,Imnnl ��}pa74IG,INC. 605�'DELAf20 .® 00 Cerii� ationNo.so s o B hkI P. . Florld�L e'N0.3 �. MONOLITHIC SLAB FOUNDATION �,, �., , �/ ®�`0�.'�C \\� CONTINUOUS C (OPEN CARPORTOS ONLY) SLAB ����� ®N `;`�\\ CAROLINA CARPORTS, INC. 6-19-13 BECHTOL ENGINEERING RR 4 NTS MW� AND TESTING, inc. TB G13002 CON3ULTMe GEe1EOROCIiL FNJ6teNNFNNiL TAT WIFSWS TESTING FNGVIEDS °e "INAUO 4vi Nn 00°°�" "°P6O1E0` TB SHEET 2 OF 4 r -4 K NIPPLE TO DBL. HDR. BOW RAFTER i 12 GA NIPPLE ACH WITH 4 1/4"x1" "LONG TS 12 GA NIPPLE. LING FASTENERS 1/8• SECURE WITH 4 1/4" x 1" I� SELF -DRILLING FASTENERS POST RAFTER POST/DBL. HEADER DETAIL t 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 Not To Scale 1/4" x 1" SDF @ 12" O.C. GA. SECTION THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. DOUBLE TS HEADER 6"NIPPLE TO � DBL. HDR. 2 ot To ScalRAFTER POST/HEADER DETAIL Ne 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"xl" SDF's `ITS CONTINUOUS BASE RAIL 6 END POST/BASE RAIL CONN. Not To Scale TS POST �- kd H TS NON-STRUCTURAL HEADER �- 6" LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4" x 1" SELF -DRILLING FASTENERS - ITS BOW POST CONTINUOUS BASE RAIL 3/16" NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL J 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" SDF's TS NON-STRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW Rt�L , OR GIRT TO POST CONN. DETAIL Nole INTERIOR 1/4" x 1" SDF @ 12" O.C. EXTERIOR TSTRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER - 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4"xl" 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 TS BOW/RAFTER POST TS CONTINUOUS BASE RAIL s 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 2-1/4" 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. wil `Q V'{vSrt'''�/- CAROLINA CARPORTS, INC. A SECTION 6-19-13 Not To Scale AV BECHTOL ENGINEERING �^ RR swF NTS AND TESTING, inc. n�aao TB "R0i1"a: G13002 CONSDETWG GMWM*VM. QM MMEM L MD WMMS TEGDNG ENGWE Gamrai°°'nwwtrem Nu 0000s,tu aamovEa TB SHEET 4 OF 4