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HomeMy WebLinkAbout106 Anderson CirJob Address: lob A C- i t- c I e- Historic District: Yes No Parcel ID: S' - - 3 - - Residential Rr Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: De q q'Ca a A C(( Plan Review Contact Person: Title: Re p Phone:33- Email: 1r ct i ZZZmeA i I Property Owner Information Name Li r\d , '1` t Phone: qn Street: 104 AJ2 • Resident of property? : 7 City, State Zip:.Sandf6c F t 2 R -i Contractor Information eJ Name ? - D Phone: S Street: A7 J n , f `f° Fax: City, State Zip: Da <rj k' p P '7 11 State License No.: ClL ' q Architect/Engineer Information Name: 77r rote ee-ehh Street: fi 077 NY A U V City, St, Zip: of al) 3 ) ad 1 Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: 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, 0furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 9 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that 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, in accordance with local ordinance. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID W1AJJ---- Signature of Contracto Agent Date M c aye. ohA son M Contractor/Agent's N Signature of Notary -State c For' FELICIA TOLBERT Notary Public, North Carolina Surry County My Commission Expires March 03, 2019 Contractor/Agent is v1 Personally Known to Me or 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 \ A # of Heads 0 APPROVALS: ZONING: UTILITIES: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: 5E - S • I6 Ok to install 10' x 19' (190 square feet) detached accessory metal carport as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. Revised: June 30, 2015 Permit Application ProDertv Record Card Parce : 35-19-30-526-9EOO-0240 Owner: SANDI ASDRUF3.AL & JAEL P & BRE DES HEIDYJ Property Address: 106 ANDERSON CIR SANFORD, EL 3277:3 Value Summary CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Va Job Address: a 106 (- iyp e is oitl C l / t Parcel ID: Type of Work: New Addition Alteration Repair Description of Work: q 5, h a / c/ / -/ X JZ Plan Review Contact Person: H L Phone: qO (O 19 d W 1 S- Fax: Name AS4a U al TfllV kcti reet: i 0 6 R 1V Q P J- S O1V ty, State Zip: Y R IV Fo R Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: 3 77 Historic District: Yes No Residential Commercial Change of Use Move Title: Email: y1s co f T R. Co1 l Information Phone: Ll 0% G l `l 2 16 Resident of property? Contractor Information Phone: Fax: State License No.: hitect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that 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, in accordance with local ordinance. 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. o 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., of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of o ,fir eie on BIE BLANTON MY COMMISSION # FF 178648 EXPIRES: February 25, 2019 p, 4 Bonded Thru Notary Public Underwriters Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Y:,,tl wn to Me or Contractor/Agent is Personally Known to Me or Produced 1D Type of ID —L Produced ID Type of ID ems.. I I lS I 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i OWNERBUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Ovi o, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate tly' authority for exemptions for homeowners from qualifying as contractors and to express any applicable res 'ctions and responsibilities., OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVIS N TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT I ATTES T THAT: (Initial to the left of Zhatement) I understand that state law requires construction to be don y a licensed contractor and have applied for an owner -builder permit under an exemption from the la . The exemption specifies that I, as the owner of A. S the property listed, may act as my own contractor wi • 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 Q responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, 1 am t e responsible party of record on a permit. I understand that I may protect myself from potential financialyisk by hiring a licensed contractor and having the permit filed Q S in his or her name instead of my own na e. I also understand that a contractor is required by law to be licensed in Florida and to list his or her li ense numbers on all permit and contracts. I understand that I may build or imp ove 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 pr occupancy. It may not be built or substantially improved for sale or J S j lease. If a building or residence th t I have built or substantially improved myself is- sold or leased within in I the is the law that,I built inipzoved it year'after construction complete, will presume or substantially for sale or lease, which violates -'is exemption. AS I understand that, as the own i-builder, I must provide direct, onsite supervision of the construction. I understand that I may noy'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 held liable financial 45 and materials. I, as an/owner-builder, may be and subjected to serious 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 awa} e of the "limits of my insurance coverage for injuries to workers on my property. 1 I understand that ij'may.not delegate the responsibility for supervising work to a licensed contractor who is not licensed to p7rform the work being done. Any person working on my building who Is. not licensed s must work under my direct supervision and must be employed by me, which means that I must . comply with II4vs 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 s i 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. S 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 S 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 Q S 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 Q S that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in r' 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. Y Property Add es 0 [, ?9 1y >> ,e it S' ©ice c / /2 .3 2 7 % ,1 1, do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions snecifieil'above. _._-------------- ` 9 / ---- 2016 ignat er-Builder ` !, ' , Date Form of Identification s S i 7 q— Vog Must be Photo ID) 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 Corporate Office P.O. Box 1263 C arQ lna Toll Free: (800) 670-4262 187 Cardinal Ridge Tr. Dobson, NC 27017 It CarpoitS Local: (336) 367-6400 Fax: (336) 367-6410 Email: cci!a)ccihq.biz at' Fax: (336) 367-64tR Webslte: www.carolinacarportsine.com Inc. FL# - CBC1254822 DEALER Dealer Phone No. 4a"16cd ' 2- Date' --I Z- CUSTOMER AME C—L5&r'j , S v ;COUNTY TAX % (Where Delivered) ADDRESS i V ctg&l r S c d, C'(r, , CITY Se; w roc "cti STATE S ZIP PHONE: WORK(___) HOME O OTHER !( D-7 ) UNIT SIZE_ W. 1 t) L. -2 Ht. Ga. 14 ® 12 All Orders C.O.D. Price C? 35C)0, COLOR TOP <,-a,VSyod SIDES TRIM Tax VS Subtotal 00 100t99o` L OCvn-[t ttient Total Additional Labor Charge CS Aatanae Due - at lnstalla ' t 1Q K li k vVa-lr-C NOTE: FRAME I FT. SHORTER THAN ROOF LENGTH Roof Style Regular ] Boxed Eave Vertical El Installation Type Cement Ground ® Asphalt Other Power Available Yes No Uncertified Certified This purchase agreement the " reem, nt" Is ade by and between Carolina Carports, Inc. ("CO"), a North Carolina corporation, and L' , o '3e'(the "Buyer"). Buyer agrees, after eing fully educated about CCI's various products including the fourteen (14) gauge, twelve 12) gauge, and certified units, to buy, and CC] agrees to sell,,pursuant to the terms listed in this Agreement, the item described above. Buyer has read and understands the terms of this Agreement, including the terms and conditions contained on the reverse side of this document, which terms are expressly incorporated herein by reference, as well as any and all relevant warranty informaand agrees to be bound by same. tio , iCustomer:, c ' iY J j CCL• Entail: By uthorized Dealer How did you hear about C.C.I?: C.C.I. Event C.C.I. REP Word of Mouth Other Website TV Ad 0 Paper/Magazine 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, Dor 151 TO 180 117 TO 139 4.0 6 6 ., t 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. V 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.R4 26 Gauge AG Panel 10/16/15 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.R4 26 Gauge AG Panel 10/16/15 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.R4 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 Model 100 VS 01/06/16 RECORD COPY METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS REVIEWED FORCODECOMPLIANCE 7 — PLANS EXAMINER is - I - DATE 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 SANFORD BUILDING DIVISION Certificate of Authorization No. 00005492 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING 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. 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 TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 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 ANDTESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. BUILD/% 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. SANFORD 5. ALLFIELDCONNECTIONSSHALLBE1/4" x 1" SELF DRILLING SCREWS. j 6. ALL SHOP CONNECTIONS SHALL BE WELDED. O OARTtv1 1 6 _ 2 = 1 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. 8- CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT 1j O* brr- A tJcx oe.Nc 10 CO- V V.Per ve o't> I Pc S tJ cst"'1 oo l she-x- 3 At e, S( L.G.o+J S (2..9e.9. •R. VAotZ. -Co CANC-74r-rE _ THIS IS TO CE TIFY 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 ( 2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. 111111// Ce ' t on .549 rr•. / r • O 00 r r - F Flopda VeNo. 38538 s O STATE OF ZONAI..`. INC. 9. POST/ RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1/4" x 1" SDF's WITH CONTROL SEAL WASHER. SEE TABLE 1 FOR FASTENER SPACING) 12 3 BOX EAVE OPTION 3 3 6 SIDE EXTENSION 24" 16 GA U-CHANNEL BRACE r 3 FASTENED TO RAFTER WITH 2) 114" x 1" SELF -DRILLING SCREWS AT EACH END W 4 PER BRACE) W J a INISH GRADE B MONOLITHIC SLAB FOUNDATION OR TOP OF H 4- A CONCRETE o CONTINUOUS CONCRETE SLAB OPEN CARPORTS ONLY) 30'-0" MAX. RAFTER SPAN- 3 3 AN CHORE NOT REQUIRED WITH TYPICAL BOW RAFTER SECTION CONCRETE SLAB CONSTRUCTION. Not To Scale SEE DETAIL 1 OR 2, SHEET 3 OF 4) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1/4" x 1"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 6 SIDE EXTENSION 3 7—'FINISH GRADE MONOLITHIC SLAB FOUNDATION R TOP OF CONCRETE CONTINUOUS CONCRETE SLAB OPEN CARPORTS ONLY) 4 0'-O" MAX. RAFTER SPAN TRUSSED 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 FRAME WITH 114" x 1" SDF's WITH CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING) 6 BOX EAVE OPTION 9 8 LEAN-TO RAFTER SET 3 BELOW TOP OF LEG BOW FRAME OR BOX EAVE) 3 MONOLITHIC SLAB FOUNDATION 38 4 3 CONTINUOUS CONCRETE SLAB 2 OPEN CARPORTS ONLY) 3 14'-0" MAX. SPAN 30'-0" MAXIMU(1 RAFTER SPAN ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL 1 OR 2, SHEET 3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) 6" TYP — OVERALL LENGTH V 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 1 SEE TABLE 1 SHEET 1 OF 4 26 GA. R-PANEL ROOFING SEE TABLE 1 SHEET 1 OF 4 ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END CONCRETE SLAB CONSTRUCTION. RAFTER POST AND EVERY OTHER SEE DETAIL I OR 2, SHEET 3 OF 4) SIDE ELEVATION INTERIOR RAFTER POST LOCATION Not To Scale ( SEE DETAIL 3, SHEET 3 OF 4) MAX I MAX I MAX I MAX I MAX I MAX OPENING FOR ROLL -UP OR SWINGING DOOR WITH NONSTRUCTURAL HEADER MAXIMUM CLEAR SPAN = 12' END WALL OPENING Not To Scale GABLED OPEN END WALL SECTION Not To Scale SEE TABLE 1, SHEET 1 OF 4 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) NDWALL TS POST AROUND POST @ END POST LOCATIONS SEE SHEET 3) OVERALLLENGTA TARIES DEPENDS ON OF BOWS ICI111 0 v © 4 I I v v 1 • .1 I 1 1 1 1 I I 1 ICI limill111I 1 1 I 1 11 1 mill: 0 a i ii•i IMimi I-' mill:, 1`11 r., 11111 101 1i 1 1 SIDE OPENINGS Not To Scale MAX I MAX I MAX I MAX I MAX I MAX I MAX ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL 1 OR 2, SHEET 3 OF 4) 3EE 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 ANCHORS NOT REQUIRED wlrH - ( SEE DETAIL 3 ON SHEET 3 OF 41 ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. - CONCRETE SLAB CONSTRUCTION. (SEE DETAIL i OR 2, SHEET 3 OF 4) SEE DETAIL t OR 2, SHEET 3 OF 4) END WALL SECTION 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1/4" x 1" SDF's WITH CONTROL SEAL WASHER SEE TABLE 1 FOR FASTENER SPACING) TABLE 1, SHEET 1 OF 4 FAIL GALVANIZED fAL ROOF PANELS BOX EAVE OPTION 3 MONOLITHIC SLAB FOUNDATION 2 3 CONTINUOUS CONCRETE SLABOPENCARPORTSONLY) 14'-0" MAX. SPAN ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. SEE DETAIL 1 OR 2, SHEET 3 OF 4) 8" x 30" WITH DEL 4" HELIX WITHIN 6" OF EACH RAFTER WITH EXTENSIONS SEE DETAIL 3, SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale Not To Scale NOTE: 14 GA FRAMING IS 2-112" 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" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. BECHT1111 STING, INC. 605 WES te tt1D' o ', '••' r r 111a l Beihto, i We Llcebse No. 36538 STATE CP Z' 10NA , ,0 i. AINSTALL 112" x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 1 F-2" MINIMUM MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC: FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL) DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2"'DIAMETER THROUGH -BOLT MINIMUM 4" 2" WASHERS TS CONTINUOUS BASE RAIL CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR 5/8" ROD 30" LONG WITH DBL 4" HELIX ALTERNATE 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 (4) 1/4" x 1",SDF's, 2 ON POST, 2 ON RAFTER TS LEAN-TO RAFTER. 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 1/4" x 1" SDF's, 2 ON RAFTER, 2 ON POST o POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS NO SCREWS REQUIRED MIN_ 6" IN BOW BEND MINIMUM 2-1/2" EMBEDMENT MINIMUM 4" CONTINUOUS 4" CONCRETE PAVEMENT 2 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL.- OPEN CARPORTS ONLY) 9-1/2" 6" 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45" TS BOW RAFTER TO MAX. 60" FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED 5" ,, NIPPLE TO 3/16" RAFTER 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 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 CORNER IF END ENCLOSED 3" i q 3" 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) 1/4" x 1" TS RAFTER POST SELF -DRILLING FASTENERS 1 2 BOW RAFTER/POST DETAIL Not To Scale DRILL 5/8" HOLE THROUGH THE 2" WASHERS BASE RAIL AND SECURE TO NIPPLE TO 3/16' 6" LONG TS NIPPLE ANCHOR EYE WITH 112" DIAMETER TS CONTINUOUS RAFTER / SECURE WITH (4) 1/4"x1" SDF's THROUGH -BOLTS BASE RAIL / TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYEANCHOR U 5/8" ROD 30" LONG WITH DBL 4" HELIX E BASE RAIL ANCHORAGE Not To Scale 2" 2-1/2" FOR 14 GA FRAMING 2-1/4" FOR 12 GA FRAMING 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4" x 1" SDF's, 24" 16 GA U-CHANNEL BRACE,(5' TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX. B0- FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER, WITH (2) 1/4" x 1" SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale TS RAFTER POST SIDE EXTENSION 5 RAFTER/POST 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. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH 4) 1/4" x 1" SDF's RAFTER POST BOX EAVE RAFTER/POST DETAIL 6 Not To Scale 2 ON TOP, 2 ON SIDE TS RAFTER POST 1-1/2" x 1-112" x 2" 16 GA CLIP ANGLE SECURE TO 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 7 CONNECTION DETAIL Not To Scale NOTE: 14 GA FRAMING IS 2-1/2"-z 2-1/2" TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2-1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. iilllll BECHT "WAS STING, INC. 605WES AUElfi(lfL.i',/, DELAN(jaL F8M0 Certifi e +jlriiza n No. 1 o /0t' i_ hor a ec'otol, Florl>7' Lense No. 38538 , STATE OF ; -:•-- ONN. kO NIPPLE TO HDR. S NIPPLE ACH WITH (4) 1/4"x1" LING FASTENERS POST RAFTER POST/DBL. HEADER DETAIL Not To Scale 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 1/4" x 1" SDF's, (2) ON BOTTOM, 2) ON SIDE END POST N D POST/RAFTER CONN. DETAIL Not To Scale 1 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. I I ER POST TS NIPPLE WITH (4) 1/4" x 1" ILLING FASTENERS DOUBLE TS HEADER 3/16" NIPPLE TO DBL. HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER POST 1-112" x 1-112" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) 1/4"xl"SDF's, 2) ON TOP, (2)ON SIDE ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale TS POST I k HEADER 6" LONG TS NIPPLE SECURE EACH WITH (4) 1/4" x 1" SELF -DRILLING FASTENERS TS POST TS CONTINUOUS BASE RAIL 3/16" NIPPLE TO BASE RAIL RAFTER POST/BASE 3 BASE RAIL CONNECTION DETAIL Not To Scale TS POST 2" 16 GA ANGLE CLIP E TO POST AND TOP OF R, OR BOTTOM OF WINDOW RT WITH (4) 1/4" x 1" SDF's fOP OR BOTTOM, (2) ON SIDE 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 INTERIOR SECTION A Not To Scale 1/4" x 1" SDF @ 12" O.C. TS TRUSSED RAFTER CHIDERORNON-STRUCTURAL HETSENDPOSTORDOOR/2"x2"x2" 16 GA ANGLE CLIP WINDOW FRAME POSTSECURE TO POST (EACH SIDE) TS BASEIWINDOW RAAND RAFTER CHORD/RAIL WITH NON-STRUCTURAL HE(4) 1/4"xl" SDF's, (2) ON TOP OR BOTTOM, (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 6" LONG TS NIPPLE SECURE WITH (4) 1/4" x 1" SDF's TS RAFTER POST NIPPLE TO 3H6" r BASE RAIL ITS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Scale _ NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2-1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. EXTERIOR ' 'O•' STATE OF : •AjPLOR0 (2) NOTES: - 1. THIS SLIMY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAYBEOTHERRESTRICTIONSORUNRECORDEDEASEMENTSTHATAFFECTTHISPROPERTY. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIEDUPONBYANYOTHERENTITY. 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TORECONSTRUCTBOUNDARYLINES, 5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 6. PROPERTY HEREON LOCATED IN ZONE " X " PER F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 04-17-95. 7 SCALE 1 • = 20' LOT 1 BLOCK E REC. I I.C. REC. ^RB LOT 2 BLOCK E 41 6' V S Qo a,3o q9 BoANDundarySURVEYORS And LB 4565 Mapping Associates, Inc. 109 WEST ORANGE STREET ALTAMONTE SPRINGS, FL. 32714 H. (407) 696-1155 C. RB I.C. c70 LOT 22 o ) BLOCK E oar LOT 24 OCK E REC. RB LB 4596 REC. RB NO tt 01 106 v°°o:° a4v 60•) LOT 23 BLOCK E i oov oo• o v v°ov o°• (r l oovvo v 4 >vv ov o0 0 0vovv o 19s8 ° v°v°° o v o h 0 F eeJss P E, PLAINS oo, ENG. DfPT. Ok to install 10' x 19' (190 square feet) detached accessory metal carport as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. O REC. RE LB 4596 ABOVE GROUND p0 a POOL lr l REC. RB LB 7161 05E.&0.7S. { \ REC. RB LB 4596 DESCRIPTION: LOT 24, BLOCK E, COUNTRY CLUB MANOR UNIT 1, ACCORDINGTOTHEPLATTHEREOF, AS RECORDED IN PLAT BOOK 11, PAGE(S) 35, OFTHEPUBLICRECORDSOFSEMINOLECOUNTY, FLORIDA. JOB NO.: 04-3303 DATE: FIELD: 12-15-04 SIGNED: 12-16-04 DRAWN BY: RWJ P.C.: S.M. REC. - RECOVERED LEGEND I.P. - IRON PIPE I.C. - ILLEGIBLE CAP p C.M. - CONCRETE MONUMENT RB - REBAR RAD. - RADIAL N.R. • NOT RADIAL N&D - NAIL & DISC P) - PER PLAT M) - AS MEASURED D) - PER DESCRIPTION P.O.L. - POINT ON LINE P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY CONCRETE PRC- POINT OF REVERSE CURVE R.P. - RADIUS POINT R -RADIUS L - LENGTH OF ARC CA • CENTRAL ANGLE U.E - UTILITY EASEMENT D.E.- DRAINAGE EASEMENT LE: LANDSCAPE EASEMENT P.E: POOL EOUIPMENT P.P: POWER POLE X- - CHAIN LINK FENCE 0- WOODEN FENCE CERTIFIED TO: ASDRUBALSANDI CHOICE TITLE, INC. COMMONWEALTH LAND TITLE INSURANCE CO. INTERNATIONAL HOME CAPITAL CORPORATION I.S.A.O.A. / A.T.I.M.A. Not valid without the signature and the original ralsed seal of a Florida licensed surveyor and mapper. Additions and deletions to survey maps or reports by other than the signing party or parties is Prohibited without w6Hen consent of the signing party or parties. RODNEY W. JACKSO , PSM 6281 o.• rF cr ry LQ- f''•. S1ATF, OFqOTFnrfS)RI V.•tl\ REQUIRED INSPECTION SEQUENCE RP# 1 b- 2 2 c (p BUILDING PERMIT Min Max Insi2ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) AfldrPcc- IEZ,, A-NV-E25o.__) C\I?— ELECTRICAL 'PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Descripti Gas Underground Gas Rough Gas Final REVISED: June 2014