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HomeMy WebLinkAbout219 W 17r(C_M `]ED CITY OF SANFORD JUL 2 2015 BUILDING & FIRE PREVENTION 8 PERMIT APPLICATION tion No: /-5 LP Documented Construction Value: $ go D-D , a. JobAddress: 'I W 0 x Parcel ID: Type of Work: New 9 Addition Alteration Description of Work: Plan Review Contact Person: `l &,r Phone: V (.°)108.3 I z I Fax: V, ) C'6sHistoric District: Yes No Residential Commercial Demo Change of Use Move Title: 0 vJ*-e--r Email: w:111(ral h.a ••% C-a.c l Property Owner Information Name e v' Phone:L3-3 7 0 3 1 -2" Street: 2 1 % S' Resident of property? :— City, State Zip: Contractor Information Name Phone: Street: City, State Zip: _ Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: xld7'- Ae WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. q—a , p U FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thai may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IX C-- C' (: -7 7f lf L ' ' // 7":2- t, IS Sign of er/Agent Date Sig r Contra or Agent Date L4 LU 31 Al A Div, Pri Owner/Age is Name Print Contract/Agent's Na Ile I S Signature o o ia6l glg p pu'- Date Signature of Notary -State of Florida Date 09ZQ0dd # uolsslwwo0 9 ••:; ro4','UY' 81Ol' joua a saildx3 wwo0 QW ePlio11005 Owner/ Agent is Personally o e or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ( Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ~ 1 - IS UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: D 1. The height of the proposed 24'x36'-6" accessory structure shall not exceed the roof line of the house 2. The exact location of the proposed 24'x36'-6" accessory structure shall be reviewed and approved as part of a building permit. 3. The proposed 24'x36'-6" accessory structure shall meet the local edition of the Florida Building Code. 4. The color of the proposed 24'x36'-6" accessory structure shall match the color of the house 5. The expose support columns shall be encased in concrete and painted to blend with the main structure Revised: June 30, 2015 6. The roof shall be painted to match the color of the shingle roof on the house. on THIS INSTRUMENT PREPARED BY: Q Name: en W , I I Address: 2f't 17 S1' MARYANNE NORSEr SENINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8515 Pg 1542 (IPSS) NOTICE OF COMMENCEMENT CLERK'S g 2015 81817 State of Florida County of Seminole Permit Number: RECORDED 07/28/201D 11.2 1•57 RECORDING FEES $10-00 RECORDED BY hdevore II / 7 50 5-`A Parcel ID Number:` ry'( r The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION* l %/ Namo• ail Address: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: r Address: S C Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from.date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. —— % l Owners Signature er's Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of i1ACA Countyof .rv1 t r)1 l i The foregoing instrument was acknowledged before me thisJW day of y ` L` . 20 by E J u) Gt; L L-J: ( Q" Whome'0 Name of person making statement .IeN U nouU papuog OR who has produced identification Eltype of identification produced: 09LtL0 d # uolsslwwo0 :," ' A00 AVV'•'_ h ePIJOIJ io alel - allQnd S eIoN :• pF NE IIt 1100S13NNV '''d'd•"a`' C!!R7IPiED COPY— NNEMORSE ? • . : s/ C[ER# E CIUIT0ANDi• COMP ROLLER 9 m 5EM4 06E CO ' c` t otary Signature IDA 4tio' '•- 1 ......... by D f'J.( TYC 11K 8 a0i5 All a-'" v BP# REQUIRED INSPECTION SEQUENCE % 1- 2 4 4 0 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final p Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond - Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final REVISED: June 2014 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all, applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: ), 19 W 1--7 1 e, `r V- z and capable of perfbrming conditions specified above. 1 ) \ ' r ) do hereby state that I am qualified the requested construction involved with the permit application filed and agree to the ate Form of Identification y i V e' lam. s Must be Photo ID) z F,• I A violation of this exemption is a misdemeanor of the first degree punishable by a term .of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filedIVinhisorhernameinsteadofmyownname. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I 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 my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 SCPA Parcel View: 36-19-30-506-0000-0330 Pagel of 2 David Johnson. CFA* Property Record Card PROPERTY Parcel: 36-19-30-506-0000-0330 APPRAISER Owner: WILLIARD JERRY E & NEWTON DIANNE L W!' AWOL12COICOUNTY. FLORIDA Property Address: 219 W 17TH ST SANFORD, FL 32771 Parcel: 36-19-30-506-0000-0330 Property Address: 219 W 17TH ST Owner: WILLIARD JERRY E & NEWTON DIANNE L Mailing: 219 W 17TH ST SANFORD, FL 32771 Subdivision Name: SANFORD HEIGHTS Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY FIT"d M Nl- I II-. I Value Summary 2015 Working Values 2014 Certil Values Valuation Method Cost/Market Cost/Marke Number of Buildings 1 1 Depreciated Bldg Value 31,259 37,854 Depreciated EXFT Value 600 600 Land Value (Market) 12,972 12,972 Land Value Ag Just/Market Value 44,831 51,426 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value 44,831 51,426 Tax Amount without SOH: $1, El 2014 Tax Bill Amount $1, Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 33 SANFORD HEIGHTS PB2PG63 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 44,831 0 V Schools 44,831 0 V City Sanford 44,831 0 1 SJWM(Saint Johns Water Management) 44,831 0 V County Bonds 44,831 0 V Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 2/1/2015 08420 0140 45,000 Yes Improved SPECIAL WARRANTY DEED CERTIFICATE OF TITLE 2/1/2015 1/1/2015 08417 08402 0833 50,000 No Improved 0793 100 No Improved QUIT CLAIM DEED 5/1/2004 05306 0160 23,400 No Improved http://www.scpafl.org/ParcelDetailInfo.aspx?PID=36193050600000330 7/28/2015 SCPA Parcel View: 36-19-30-506-0000-0330 Page 2 of 2 WARRANTY DEED 10/1/1982 01419 1929 40,000 No Improved WARRANTY DEED 11/1/1979 01254 1116 31,000 Yes Improved ADMINISTRATIVE DEED 1/1/1974 01012 0749 18,500 No Improved Find Comparable Sales within this Subdivision Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 60 127 0 230.00 Description Year Built Actual/Effective Fixtures Base Area Total SF Living SF Ext Wall Adi Value Repl Value Appendages 1 SINGLE FAMILY 1957 6 954 1,344 1,230 CONC BLOCK 31,259 52,098 Description UTILITY UNFINISHED OPEN PORCH FINISHED ENCLOSED PORCH FINISHED Permit # Type Agency Amount CO Date Permit Date 01265 Miscellaneous Sanford 5,000 4/1/2015 01217 Addition - Residential Sanford 5,000 3/25/2015 99923 Requested Recheck - Residential County 0 3/6/2015 00969 Addition - Residential Sanford 0 2/24/2015 01326 Addition - Residential Sanford 2,084 2/2/2005 Description Year Built Units Value New Cost FIREPLACE 1 6/1/1970 1 600 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=36193050600000330 7/28/2015 City of Sanford Shed / Gazebo Permit Application Checklist v" T All permit application packages must be complete prior to acceptance. You must check each V box to the left or indicate n/a on this submittal. A complete application package shall include the following: CY Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. rj/— Copy of applicable contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Yd Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). 11] Two (2) site plans indicating proposed location and distances to property line(s). Shed or Gazebo 10'x 12'or less: Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. 2) Two copies of a legible drawing showing all framing details, foundation details, and meet all applicable code requirements (if applicable) i Commonly accepted construction practices with appropriate tie downs or; V • ANSI / AF & PA WFCM wood frame construction manual for one and two family dwellings. WPPC Guide to wood construction is high wind areas. Florida State Department of Community Affairs Approved Building. Shed or Gazebo greater than 10' x 12' : Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Florida State Department of Community Affairs Approved Building. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 BOUNDARY SURVEY DESCRIPTION LOT 33, SANFORD HEIGHTS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGES 62 & 63 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ASPHALT PAVEMENT W 17TH STREET (KNOWN AS) 50' RIGHT—OF—WAY EVANS STREET (PLAT) FOUND 1/2" REBAR 6O'(P) CAP LS 93382 FOUND 1/2" REBAR NW CORNER OF & CAP LS #3382 N 90'00'00" E 60.04'(M) LOT 31 WALK IS 0.5' N SIDEWALK'`:.. r.•: _ N90'00'00"E 116.08'(M) + 116'(P) 0_ N L z r ARPROVED PLANS itAr , Act 1121 ENG. DEPT. 6.7' FOUND 1/2- N REBAR. NO # Ok to install carport/shed per approved Variance on July 6, 2015. The carport/shed must meet all conditions specified in the approved July 6, 2015 variance. I. The height of the proposed 24'x36'-6" accessory structure shall not exceed the roof line of the house 2. The exact location of the proposed 24'x36'-6" accessory structure shall be reviewed and approved as part of a building permit. 3. The proposed 24'x36'-6" accessory structure shall meet the local edition of the Florida Building Code. 4. The color of the proposed 24'x36'-6" accessory structure shall match the color of the house 5. The expose support columns shall be encased in concrete and painted to blend with the main structure 6. The roof shall be painted to match the color of the shingle roof on the house. J' FOUND NAB & DISK LS ¢4887 WALK IS 0.5' N N VERED TRY 11.2' ONE STORY RESIDENCE 219 EL FENCE CORNER F2 IS ON LINE 10.0' r LOT 33 , 0.9 as —1 v t . :.PAD ' N` i e4 • ... •23.5'•••• GRAVEL DRIVE 14' ALLEY (OPEN) LEGEND: end I.MP1 3 r` 0 N 0 0 0 1.6 FENCE CORNERIS0.9'N&1.4'E FOUND 1/2" REBAR, NO 0.68'S&LOW E WOOD UTILITY POLE GUY WIRE NR NON RADIAL OVERHEAD UTILITY LINE RAD TYP TYPICAL 4' WIRE FENCE PC POINT OF CURVATURE 6 FENCE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVATURE 4' CHAIN LINK FENCE PCP PERMANENT CONTROL POINT PRM PERMANENT REFERENCE MONUMENT CENTERLINE PI POINT OF INTERSECTION RP RADIUS POINT RIGHT OF WAY LINE A/C AIR CONDITIONER CONCRETE R RADIUS CENTRAL ANGLE PLAT L ARC LENGTH MEASURED CB CHORD BEARING DESCRIPnON CH CHORD LENGTH CALCULATED ORB OFFICIAL RECORD BOOK PG PAGE GENERAL NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR EASEMENTS AND/OR RIGHT—OF—WAY RECORDS. I HAVE EXAMINED THE FEDERAL EMERGENCY MANAGEMENT AGENCY Z THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 33, FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY —PANEL BEING N 90'00'00" E, AN ASSUMED DATUM PER PLAT. NUMBER 12095C007OF, DATED 9/28/07 AND FOUND THE SUBJECT 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. PROPERTY APPEARS TO LIE IN ZONE X. 4. DIRECTIONS AND DISTANCES SHOWN HEREON ARE PER RECORDED INSTRUMENT AND FIELD MEASUREMENT, UNLESS SHOWN OTHERWISE. 5. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY. CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY IS CORRECT T1 THE BEST OF MY KNOWLEDGE AND BELIEF, I FURTHEi CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS 12V CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. 7WS D DAY OF I/ J 20 fly C4 Gregory S. Locklin, Professional Surveyor & Yapper No. 501P Land Surveyor Business No. 6906 VALID ONLY WITH SIGNATURE AND EMBOSSED SEAL LOCIaW & ASSOCIATES, INC. SURVEYORS & MAPPERS 315 SPRUMVIEW DRIVE SANFORD, FL 32773 VOICE: (407) 273-0356 FAX/DATA: 282-7850 No. I DATE I REVISION DRAWN BY: 'GSL CHECKED BY: GSL DRAWING FILE. WII,LL4RD.DWG fa i. I ! • II. 418115 PROJECT No. WHJJARD SCALE: 1" = 30' SUNT / OF 1 j f7i1 111 I U n .r. n .. _ ..._.. n.. •w.. _... Tom...... s rr. .___A • . i 1 SANFORD o " Fr'AR4 15-244.0 6+U Jq vV co t JUL 28 BY; , r AP-P-R C VtL r"LAiv6• ENG, DEPT. Okto install carport/shed per approved Variance on July 6, 2015. The carport/shed must meet all conditions specified + in the approved July 6, 2015 variance. 1. The height of the proposed 24'x36'-6" accessory , structure shall not exceed the roof line of the house 2. The exact location of the proposed 24'x36'-6" accessory structure shall be reviewed and approved as part of a building permit. 3. The proposed 24'x36'-6" accessory structure M shall meet the local edition of the Florida Building Code. t , 4. The color of the proposed 24'x36'-6" accessory structure shall match the color of the house 5. The expose support columns shall be,encased in concrete and painted to blend with the main structure r 6. The roof shall be painted to match the color of the shingle roof on the house. RECORD COPY r# 4 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 EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY MPH) MPH) FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 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 7° to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 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 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 CONCRETE NOTES: THESE ARE RECOMMENDATIONS ONLY (INCLUDING DIMENSIONS OF FOUNDATIONS FOR BASE RAIL ANCHORAGE DISPLAYED ON SHEET 3 OF 4). BECHTOL ENGINEERING AND TESTING, INC. AND CAROLINA CARPORTS, INC. ARE NOT RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF CONCRETE FOUNDATIONS) CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 25DO PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALL BE: 3 INCHES 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 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. 1?)utLD/NC GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED SANFORD TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. Al 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. JUL 2 g 2015 2Y: REVIEWED FOR CODE COMPLIANCE P S EXAMIN RL DATE 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. SANE RD BUILDING DIVISION # 1 J 2 4 - 4 o , 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS. LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET 6. ALL SHOP CONNECTIONS SHALL BE WELDED. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL COD THENOR SHALL BUILDING OFF CIAL FROM THEREAFTER NCE OF A PERMIT ENT CARD 7. BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6" OF EACH POST, AND BOTH SIDES OF ALL OPENINGS. REQUIRING A CORRECTION OF ERRORS IN PLAN S+ 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CONSTRUCTION OR VIOLATIONS OF THIS CODE 9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. BECP AND TE 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 FLORIDA BUILDING CODE, FIFTH EDITION.(2614). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. BECHTOL I _N%ND. •, INC. WESAV / DELAND, TF Y 60542 20 ••• i CertifixateQr tionNo. 549 a 93 ThomassB d*F Flodds LIc> ErN F FSSIONP III 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1W x 1" SDFs WITH CONTROL SEAL WASHER. SEE TABLE 1 FOR FASTENER SPACING) 12 Q 3 BOX EAVE OPTION LSIDEEXTENSION .16 GA U-CHANNEL BRACE FASTENED TO EACH BOW FRAME WITH 1/4" x V SDFs INISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB OPEN CARPORTS ONLY) 30'-O" MAX. RAFTER SPAN TYPICAI ROW RAFTFR SF('T[nN CONCRETE SUB CONSTRUCTION. Not TO Scat SEE DETAIL 1 OR 2 SHEET 3 OF 4) 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1/4" x 1" SDFs WITH CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING)_, WELD ALL WEB CONNECTIONS, 6" WELD ALL SIDES BOTH SIDES BOX EAVE OPTION 3 1 SIDE EXTENSION FINISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB OPEN CARPORTS ONLY) 40'-0" MAX. RAFTER SPAN TRUSSED BOW SECTION Not To Scale 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERLBOW FRAME WITH 1/4' x 1' SDF'S WITH CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING) 3 BOX EAVE OPTION 3 LEAN-TO RAFTER SET BELOW TOP OF LE 9 MONOLITHIC SLAB FOUNDATION 6 3 4 2 A CONTINUOUS CONCRETE SLAB 2 33OPENCARPORTSONLY) 30'-0" MAXIMUM 14'-0" MAX. SPAN— RAFTER SPAN ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL 1 OR Z SHEET 3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL 1 OR Z SHEET 3 OF 4) 6" TYP: u OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS 26 GA. R-PANEL SIDE OR END 26 GA. R-PANEL ROOFING SEE TABLE 1 11 SEE TABLE 1 I I SEE TABLE 1 I I SEE TABLE 1 r 4— A CNGCT 4 !1F d RNFFT 1 nF 4 6" 6' 6. OREM ANCHORS NOT REQUIRED WITH ROUND ANCHORS @ EACH END CONCRETE SLAB CONSTRUCTION. RAFTER POST AND EVERY OTHER SEE DETAIL 1 OR 2. SHEET 3 OF 4) SIDE ELEVATION INTERIOR RAFTER POST LOCATION Not To Scale ( SEE DETAIL 3, SHEET 3 OF 4) nL mSlci.1 OPENING FOR ROLL -UP OR SWINGING DOOR WITH NONSTRUCTURAL HEADER END WALL OPENING Not To Scale GABLED OPEN END WALL SECTION Not To Scale 51-0"EE TABLE 1, SHEET 1 OF 4 MAX TS HEADER 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTER POSTS AND END POSTS WITH 1/4" x 1" SELF -DRILLING SCREWS W/ CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING) TS POST QUID POST 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 WITH 1/4"x 1"SDFs WITH CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING) TABLE 1, SHEET 1 OF 4 A. GALVANIZED F/ SAL ROOF PANELS BOX EAVE OPTION OVERALL L NGTH VARIES DEPENDS ON r SPACING OF BOWS i o>. nisi v © 4 SMNCINGMIMI 31111111111 o v MIMI MIMI ImSIMONItMIMII IlIm1 I I 1 1 1 I MIMI 1 I 1IMI l 101111 I1 1— iii, 11=11=''I=i 11 11=,11 11 11 11=11=11 11=II If=11 11=11 11=0 11=11= DOWN ENGINEERING. 30" LONG WITH AND DEL 4- HEUX EYE ANCH R Not To Scale ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL t OR 2, SHEET 3 OF 4) CAIM TA/AI I 0=f TInKI A3 1 MONOLITHIC SLAB FOUNDATION 3 B 4 CONTINUOUS CONCRETE SLAB OPEN CARPORTS ONLY) 14'-O' MAX. SPAN ANCHORS NOT REOUIRED WITH CONCRETE SUB CONSTRUCTION. SEE DETAIL 1 OR 2, SHEET 3 OF 4) x 30" WITH DEL 4" HEUX WITHIN 6' OF EACH BOW WITH EXTENSIONS SEE DETAIL 3, SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale 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 RAFTER POST AND EVERY OTHER END POST LOCATION SEE DETAIL 3 ON SHEET 3 OF 4) Not To Scale NOTE: 14 GA FRAMING IS 2-1/2' x 2-1/2" TUBE STEEL (TS). 12 GA FRAMING IS 2-114" 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 ;; `qFi 12,CfAIFffMING BECHTOL WILD// C, 605 WEST NEV DELAND,FLOF Certificate of AL SANFORD G A , ems ART homas BechtO FkMe License 15 - 2-4k4 0 No. 5W3B53 0 Vic ' FLORA%';'- ``% III 14 4 24' 16 GA U-CHANNEL BRACE (V TO 7' POST) INSTALL 1/2" x MINIMUM 5' EXPANSION ANCHOR INSTALL 1/2" x NIIOIMUM 5" EXPANSION ANCHOR 48' 16 GA U-CHANNEL BRACE (& TO 14' POST) THROUGH BASE RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 6" OF EACH BRACE ANGLE SHALL BE MIN.45' TS BOW RAFTER TO MAX. 60° FROM HORIZONTALRAFTERPOSTALONGSIDESANDINSIDERAFTERPOSTALONGSIDESANDINSIDENOTE: BRACE NOT REQUIRED ATEVERYOTHERENDWALLPOSTALONGENDEVERYOTHERENDWALLPOSTALONGEND NO SCREWS CORNER IF END ENCLOSEDWALLSECTIONSWALLSECTIONS REQUIRED 2' MINIMUM N. 6" IN BOW BEND 5" NIPPLE TO160 RAFTER 4" 16 GA U-CHANNEL BRACE (5' TO 7' POST) MINIMUM 2-1/2" EMBEDMENT 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) MINIMUM 2-1/2" EMBEDMENT BRACE ANGLE SHALL BE MIN.45° 1" TO MAX. 60° FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT 12' CORNER IF END ENCLOSED MINIMUM 4" 6" 33.6" ONOLITHI*C LONG TS 12 GA NIPPLE SECURE RAFTER AND POST TO CONTINUOUS 4" CONCRETE PAVEMENT NIPPLE WITH 4 1/4'x1' NC. FOOTING (2500 PSI MIN.) TS RAFTER POST SELF -DRILLING FASTENERS REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL) 2 CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) 4 Not To Scale DRILL 5/8' HOLE THROUGH THE DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER ANCHOR EYE WITH 1 R DIAMETER " WASHERS THROUGH -BOLT THROUGH BOLT NIPPLE TO 3/16" 6" LONG TS 12 GA NIPPLE WASHERS RAFTER SECURE WITH 4 1/4'x1' SDFs TS CONT. BASE RAIL TS CONT. BASE RAIL TOP OF ASPHALT PAVEMENT 12" LONG TS 12 GA NIPPLE. OR STABLE GROUND SURFACE SECURE OS O NIPPLE MINIMUM 4" L CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR 5/8" ROD 30" LONG WITH DBL 4" HELIX CONCRETE BASE RAIL ANCHORAGE Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH 1/4" x 1" SDFs, 2 ON POST AND 2 ON RAFTER TS LEAN-TO RAFTER EYE ANCHOR U 5/8' ROD 30' LONG 24" 16 GA U-CHANNEL BRACE (5' TO T POST) WITH DBL 4" HELIX 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT V, CORNER IF END ENCLOSED TS RAFTER POST SIDE EXTENSION G BASE RAIL ANCHORAGE RAFTER/POST DETAIL Not To Scale 5 Not To Scale 22-1/2' FOR 14 A FRAMING 2-1/4' FOR 74"4" 16 GA ANGLE CLIP 12 GA FRAMING SECURE TO POST AND RAFTER WITH 1/4"x 1" SDFs, 2 ON RAFTER, 2 ON POST E POST / LEAN-TO RAFTER CONN. DETAIL 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. 16 GAUGE U•CHANNEL BRACE FASTENED TO THE POST AND RAFTER, POSITIONED AT 45 DEGREES. WITH 2.1/4' x 1' TS RAFTER SELF•DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 26 GA. METAL ROOF PANEL 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" SDFs 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 RAFTER AND GABLE RAIL W/ 4 1/4"x1" SDFs, 2 ON TOP, 2 ON BOTTOM 1-1/2'x1-112"x2"16GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/ 4 1/4"x1' SDFs TS GABLE RAIL2ONTOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Scale NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/r 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. 111t111II',,, BECHTOL EENGINEERINO±NaNG; 605 WEST NEW YORK AVENUI ` DELAND, FLORIDA 32720 °•••v ; Certificate of Authorization Noy 4 538 SANFORD omas Bechtal, .E. FMda License . 3 Q W V CAROLINA CARPORTS, INC. 6- 28-15 M BECHTOL ENGINEERING RR NTS AND TEST/NG, Inc. pQP TB °ROLMO G15001 m16ULTnc c[mtne.rx COMN Kxu4 Nm WATU s TERM M&WIS 1pEpG TB SHEET 3 OF 4 f 41 NIPPLE DBL. HE RAFTER POST 3 12 GA NIPPLE ACH WITH 4 1/4'x1' LONG TS 12 GA NIPPLE. LING FASTENERS 1/6' / JECURE WITH 4 1/4" x 1" rT SELF -DRILLING FASTENERS POST 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 5 END POST/RAFTER CONN. DETAIL Not To Scale 1/4" x 1" SDF @ 12' O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel With baked on epoxy primer & polyester top coat. TS HEADER NIPPLE TO DBL. HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POSTAND BASE RAIL WITH 4 1/4'x1" SDPs ITS CONTINUOUS BASE RAIL s END POST/BASE RAIL CONN. Not To Scale TS POST ' TS NONSTRUCTURAL HEADER —I—f I I SWINGING DOOR II Size varies, see plan) II IIII I 0 1 I TS POST IIII II II III IIII 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4" x 1" SELF -DRILLING FASTENERS TS POST CONTINUOUS BASE RAIL NIPPLE TO BASE RAIL RAFTER POST/BASE 3 BASE RAIL CONNECTION DETAIL Not To Scale POST 2" x 2" x 2" 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH 1/4' x 1" SDPs TS NONSTRUCTURAL 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 BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL 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 NON-STRUCTURAL HEADER CONN. DETAIL 4 Not To Scale NIPPLE TO BASE RAIL 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4' x 1" SDF's TS RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL 8 Not To Scale OLD)/C SANFORD A, 1/4' x 1" SDF r¢'RI2gk'A @ 12" O.C. 1 L EXTERIOR # 1 5 n/ ` 4 4 O NOTE: 14 GA FRAMING IS 2-11T 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,G.A FRAMING. NIPPLES ARE 2" x 2" 12 GA TS\\`\,2 ff"IrG.,''//' 1 / / BECHTOL ENGIN6h 14 idG,11{ 'i 605 WEST NEW YORK i •• i DELAND, FLORIDA 3MO i n •• Certificate ofAathodzajan.`ybse.31 gA+ Thomas Bechtol, P. Florida License No. • . S pTE OF `