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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: lJ U Date: <] Fee Due: I Receipt# ermit # I. 2. 3. 4. 5. Ji PLANNING & DEVELOPMENT SERVICES r- BUILDING & CODE REGULATION DIVISION SCANNSQ 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 13 Y 772-462-1553 St Luce COUnty APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION LOCATION/SITE ADDRESS "J !D,n�_'-�,c.C_� PROJECT NAME: S1I�1 V` 1 C� S 2SITE PLAN NAME: 8��1`I'� PROPERTY TAX ID #: _ ©� FI 0 J — 0 ( Lj--� - o' oo -! f(� LEGAL DESCRIPTION (attach extra sheets if necessary): IC f Ve.✓ c : ( ,-- qQ c,(n - -- PLAT BK.PAGE 10 ( BLOCK LOT A-0 t57 6. PARCEL SIZE: ACRES/SQ FT. _� � LOT DIMENSIONS -TOO ' X . 1 ZS 7. SETBACKS (ACTUAL) FRONT: W7 t 7 BACK: �p� RIGHT SIDE: �y t LEFT SIDE: 9 c�55 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM 0 NEW ❑ EXISTING IZ X 3 Q- ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ T The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04126/2010 OWNER INFORMATION % S NAME: J Q 6-4-eS ADDRESS: ( ©Q RZ �—Vj a"d 7P lV CITY: ST E: P(� ZIP PHONE (DAYTIME): �l 69 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): �) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: C aC I ��sqL ST. LUCIE COUNTY CERT #: BUSINESS NAME: �� �j OC c C7 r-t4 QUALIFIER'S NAME: '-7-0Lr-rNe s �8r a n rim p ADDRESS: 'Q64o 1 '.l y- f f le'r r as C4i- �i r7 CITY: f j IrC_"e_ STATE: (_ ZIP S r Iv PHONE (DAYTIME): (% 4�eS' (p�7Z_FAXNO.�%Z•�ri� 3Z�'7�email: �GF1-�irC�CLY ARCHITECT/ENGINEER: T C ADDRESS-<4. O /�� r Gee, ee, rOxsQ,r STATE: ZIP ���Y� 0 PHONE (DAYTIME): 5 a - Cj Oco NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE.ITSE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING �S LAND USE LOT CVG % Permits 3 Required REPORT I O BIMS FEE $ MISC FEES TOTAL FEES CODE I BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE - 2O �I2 L 2 J COMPLETE [INITIALS 1fCay4 PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 41h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANYALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding ,component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4`h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made in order 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. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not . otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. ER R CO TRACTOR SIGNATURE OCTO SIGNA RE LTATE OF FLORIDA F FLORIDA COUNTY OF 1 ,4— Ux,,c-110— COUNTY OF The foregoing instrument was acknowledged before me me this y of lSt.t 20—L�—� , by ,ran-e —C y�rN NJ who is personally known / to me, or who has produced r*1 �vx vp� ryo ��P,}I��b�lic ptalo of Florida T®Y6�mids of c ` c` My Commiision DDS93307 v of" Expires 05h8/:014 The foregoing instrument was acknowledged before me me this � day of a, , 20 , by � Il'�-S P rcL L\, v,, who is personally known -)0— to me, or who has produced a �"• "� � r�-2ublk Male o�'t?Fdni Terry S Grimas r � Air My ComMission D0993307 'i<���,p° Expires 05118/2014 • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SATMT LUCIE COUNTY FILE # 3839397 C OOK 3523 PAGE 77, Recorded 30/2013 at 11:21 Al 1 NOTICE OF COMMENCEMENT To be completed when construction value exceeds $2,500.00 PERMIT#: TAX FOLIO# 3409.703-0142-000.9 STATE OF FLORIDA COUNTY OF SAINT LUCIE The undersigned hereby gives notice that knprovemenlwill be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following Information is provided In this NDU08 of Commencement LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE): Riverdale Yacht Club Estates —Unit 2 Block 22 Lots 4 and 5 1309 Parkland Blvd. FL Pierce. FL 34982 GENERAL DESCRIPTION OF IMPROVEMENT:_ _ _ Add Concrete Slab and DQIV roof OWNER INFORMATION OR LESSEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name: James 0 Smith Jr Linda J Smith Interest in Nameand listed CONTRACTOR'S NAME: THE PORCH FACTORY, LLC Phone No.:772.465-6772 Address: 7356 Commercial Circle Unit4D. Ft. Pierce, FL 34951 SURETY COMPANY Qf applicable, a copy of the payment bond is attached): Name and Address: Phone No.: Bond amount: LENDER'S NAME: Phone No.: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: Name: Phone No.: In addition to himself or herself, owner designates of to receive a copy o1 the Lienors Notice as provided in Section 713.13 (1) (b), Florida Statutes. Phone number of person or entity, designated by Owner. Expiration date of NoUce of Commencement: (the expiration date may not be before the completion of consWctlon and final payment to the contractor, but will be 1 year from the date o1 recording unless a different date Is specified): I declare that I hie read lhhs."oing and that the facts in it are true to the best of my knowledge and ballet. of Owner or mgnareryc rmea�mce The for Instrument acknowledged before me thiss day of 20 By r for Nam erso Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed. Personally known ❑ or produced ldentifi aVon/bI Nota gnature Type of Idenfica0on produced i (Print, Type, or Stamp Commissioned Name of Notary) �dr' Nor.ry Fvbuc 9iq. or Frodw Terrys Grnnh T:1BLD1SIdg_Form0ewApplicallons(IFonnsINotice of CommencemenLDo h w M1 My Comminion DDS93307 4i dF Exrrirn 051f eR07� I TOTE OF FLORIDA 4, IT. LUCIE COUNTY THIS Is To Date - 5/30/13 .lames 0 Smith Jr Record- 1. of 1 Pr'operiy Identification Site Address: 1309 PARKLAND BV Sec/Tovm/Range: 09 :36S :40E Map ID: 34/09S Zoning: RS-3 Ownership and Mailing Owner. - Address: Sales Information Date Price 3/1/1988 52000 7/1/1978 30200 Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD <s-Pres> Ntx€.:-:> Slau�.:sti�sant Taxv� James O Smith Jr Linda L Smith 1309 Parkland Blvd Fort Pierce FL 34982-7639 Exemptions Permits Home Print Parcelil): 3409-703-0142-000-9 Account #: 40290 Use Type: City/Cnty: St Lucie County Lggal Dc=scription RIVERDALE YACHT CLUB ESTATES -UNIT 2 BLK 22 LOTS 4 AND 5(0.29 AC) (OR 578-601) :isscwsment 20I2 Code Deed Book/Page 2012 Final: 85100 00 CV 0578 / 0601 Assessed: 85100 00 CV 0290 / 1495 Ag.Credit: 0 Exempt: 50000 Taxable: 35100 Taxes: 904.4 ansmwa s�nmaa: uu r PD—. POI: m. 111111-DING. INFORMATION Total Land and Building; Land Value: 14900 Acres: 0.29 Building Value: 70200 Finished Area: 1935 SgFt Exterior Features View: - RoolCover. ES - Enam Metal Roo Struct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1973 Frame: - Grade: D+ - D+ Ef1YrBit: 1977 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SeeWall: - Interior Features, BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FUIIBath: 3 HeatType: FHA - FrcdHotAir AvgHt+Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet "/oA/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBlt. No. Use Type Type Measure Depth S WAV - RES POOL AVG Y 1 200 AV AV 1989 1 0100-SF Res 250 -Front Ft 100 125 PA01 - POOL DK-AVG Y 1 400 AV AV 1989 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. vmw.pasic.org/paslc/prc.asp'.?prclid=340970301420009 1/1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Apse Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 1305-42121 JOB ADDRESS BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: 5% 0 S �3os 94�'\j -s4oa-N We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: b Percentage of solution: < a Date of Treatment: 1- �-13 _ Footing 1st Treatment Re -Treat Driveway Chemicals used: 3eA%A-P. Total gallons used: % b Time of Treatment: 3 lab / 1st Treatment Re -Treat Pools 1st Treatment 1st Treatment Re -Treat Re -Treat Other Perimeter for Final Inspection 1st Treatment Re -Treat Sig tore of E rminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. 'Inc, FBC 1®4.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files. The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. - St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. �- 1309 PARKLAND BLVD, PORT SAINT LUCIE, FLORIDA SURVEY DATE 05\16\2013SHEET 1 OF SURVEY NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 4 AND 5 AND BEARS SOUTH 89'-51'-26" WEST. (ASSUMED) 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD NO SEARCH OF PUBLIC RECORDS HAS BEEN DONE BY THIS OFFICE. 3. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS. 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. 88, UNLESS OTHERWISE NOTED. 5.. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 6. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN WHAT IS SHOWN. HEREON.. 7. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED. 8. 1309 PARKLAND BOULEVARD R/W AS MONUMENTED AND SHOWN ON DRAWING. 9. ENCROACHMENTS OF UNDERGROUND FOUDATIONS, IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED AS PART OF THIS SURVEY UNLESS SHOWN HEREON. . 10. REPRODUCTION OF THIS -MAP AND ALL SHEETS ATTACHED ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. FLOOD ZONE X MAP PANEL 121111CO277 EFFECTIVE DATE 02/16/2012 LEGEND F.I.R. — found iron .rod CM— concrete monument FND — found LB — licensed business D — deed RCP — reinforced concrete pipe .M — measured BM — benchmark EX— existing F. F. — finish floor ' PB— platbook CL — centerline ID. — identification WM — water meter IP — iron .pipe ASP— asphalt EL.— elevation PG— pages PLS — professional licsened surveyor R/W — right—of—way OHE — overhead electric WPP — wood power pole D.U.E. — drainage/utility easement BRG REF — bearing reference line OR — official record LEGAL DESCRIPTION: I.R. — iron rod BOC — back of curb PP — power pole FIRC — found iron rod with cap CONCRETE BRICKPAVERS ASPHALT RIVERD:ALE YATCH CLUB ESTATES - UNIT 2 BLOCK 22 LOT 4 AND 5 AS .RECORDED IN (PLAT) P13.6 PG 40, (DEED) OR BOOK 578, PGS 601 IN PUBLIC RECORDS OF CLERK OF COURTS IN SAINT LUCIE COUNTY FLORlQ4 SEC/TOWNSHIP/RANGE: 09/36S/40E PARCEL ID: 3409-703-0142-000-9 CERTIFIY TO: JAMES 0 SMITH LINDA L SMITH FIELD / DRAWN.: SB,AB / SB REPRODUCTION OF THIS MAP AND ALL SHEETS ATTACHED ARE NOT VALID .WITHOUT THE SIGNATURE AND ORIGINAI RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND, MAO.PER i AB SURYEI( ENTERPRISES INC LB :6301 342 CARTER AVE, PSL, FL 34983 PHONE / FAX 772-224-2963. CELL 772-519-3849 SIGNATLIRI: , GEORGE M AYLO -1 iLA PSM.R 401S 1309 PARKLAND BLVD. WHITE CITY, FLORIDA CL PARKLAND BOULEVARD 20' ASPHALT ROAD MAP OF BOUNDARY SURVEY DELTA=90' 00' 00" NORTH CHORD= 28.28' LENGTH= 31.42' 40.00 TANGENT= 20.00' RADIUS= 20.0 ' ,SCALE FND4"X4" CM 1' = 30' FND PK NAIL FND I.R. NO ID. (P)100.00'(M) S89'51'26"Wif FND I.R. NO ID. (P)80.00'(M) 25.00 FND 47. I R. NO ID. 7 30.00 0.89 25'_ SETBACK LINE ,— w.. r--- - - - - - �p • .1%L: r: • 4 O 4.4 ..��� l . •. E VV�A-t' • d J Q :_;:-::•.`:::• • ,. 1 STORY SINGLE o I w ,.. �� 4.50 ' FAMILY HOME 0 L•Y. LOT 4 & 5 BLOCK 22 0 i '" w 3'x3' .C. F AD No 0 1 10.50' 1 Z N ^pl _ YU = >v3GIS'TI �:1 3F2E(�1� 0 _ Lij ii- of JO ¢h I � Q o Sri J1 0= OPOSED P R H �- w w cn 1 EXTENSION ^ L r 20.50' CD 97 •, J ' 1 .� 67.0 I— :. 15.b3 0 5.03 r:.SHED fD4l.47 ,lIN. S-T8A0'K RE ..0.19 �1.1:7 13.13 1 0' D. U. E. 15.9 N89'51'26" E 3 Fp.0 PK NAt��' FND 1.R. NO ID. P)100.00'(M) 6.05 NR SIDES ti EAR i� FtD . •.,. f0 ID. .� iZ5-`4 NOT PART OF THIS PLAT LOTS OCCUPIED NG. g. I 66. Ec"' ATE OF SURVEY 05\16\201.3 CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category I. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind. Speed: VuLT =150 MPH, VAsn =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I. Foundation Design New Type I 4" conc. slab with fibermesh and poured w/ 2,500 PSI concrete. Doweled & epoxy to existing slab with 12" #5 rebar (a,) 24" o.c. The foundations are based on a minimum soil bearine nressure of 1,500 psf. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 2.0 density foam, Florida Product Approval Number FL 7561-R2. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type I, ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % -ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 6. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 i N CONCEALED FASTENERS OR ATTACHMEM ARE THE RESPONSIEILfTY OF THE CONTRACTOR OF RECORD 34'-0" 1'-0" m ad 2X2 m m -3 X X X X X X 'd' N X N N N N N X N N 2X2 2X2 2X2 2X2 11 2X2 \\(18" KICKJI A_2 A-2 PLATE 7'-0" 7'-0" 3'-0" 5'-8" 5'-8" 5'-8" sSt4BpitQBCd'ti �; �y�,y� `•gip' . . . O: co 0 0 O . LLI (0 w < _ �. e �. V, Z r / .. per``, • •• PROF�SI�N�IL�SE�.AL THESE PLANS AND ALL PROPOSE0 WORK ARE SUBJECT TO ANY CORRECTIONS REOUIREC BY FIELD INVECTORS TFAI;T MAY BE NECE"ARY IN OPkXR TO 00MR6Y WITH ALL APNO BIA Q009 , ST LUCIE COUNTY BUILDING DIVISION REVOS ED FOR 00 OE REVIEWED BY DATE (B -- U —1' PANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECT ION WILL BE MADE w w Z_ ui W Q rn J Q = Z 0 u; 0 -, � z UJ Ln Z LL ; Q 0 0 wa 1 o a cn LL. W U I_' J ~ 0 w Z= Q ~ tr W z o g �-- N W lZMm8 Q Z VLLm� 0�_C fn Z W o�^^ N M L) tii Ln N W W a) 0 m M J t' p LL z U ui w ¢� O ��I- dU)MOLL DRAWN BY JMS. DATE DRAWN 05/22/13 REVISION SHEET NO: A-1 C z Ir w z z w .e z x a ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS I x 2: 1" x 2" x 0.040" 1 x 3: 1"x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3 " x 0.050" 2 x 4 Snap: 2" x 4 " x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" (1) 3/8" DIA THRU BOLT w/ NYLOCK 1/8" x 2" x 2" EXTRUDED JAM NUT - IN LIEU OF NYLOCK JAM I NUT, JAM NUT w/ THREADLOCKER ANGLE 5032 H-32 ALLOY EA MAY BE USED SIDE TIGHTEN TO CONTACT - DO NOT I ® OVERTIGHTEN SLAB / FOOTING SEE PLAN SIDE VIEW (2) 3/8" DIA CONCRETE SCREW ANCHORS (2 1/4" CONC. EMBED) _ 1"x2" BASE PLATE 11/4' MIN CONC a ANCHORED TO CONC W/ 1/4" ANC= , CONCRETE SCREWANCHOR EMBEDMENT (MIN. 1 1/4" EMBED) 211CMINCONC Q '`a .': , ANCI�IOR 6" MAX EACH SIDE OF POST EMBEDMENT { ' " « .e '�AND 24" O.C. MAX SLAB / FOOTING • $ " ' . , k., SEE PLAN ° FRONT VIEW B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS KICK PLATE NOTES: 1. 0.024 ALUM 2. SCREW ALL CORNERS 3. 100 B - 120 B WIND ZONES USE #8 x 5/8" SMS 12" C/C 4. 120 C - 140 B WIND ZONES USE #8 x 5/8" SMS 8" C/C 5. 140 C -150 B WIND ZONES USE 98 x 5/8" SMS 6" C/C 6. SCREW GIRT, BOTTOM RAIL & BOTH SIDES 7. MAX KICK PLATE HT = 36" CHAIR RAIL OPTION 1: 2" x 2" x 1/8" ANGLE W/ (4) 910 x 5/8" EACH SIDE '°f.0,a 4. 7 Q- cD LL �. .S. Z LL r o H Q PROF SSIONAL SEAL OPTION 2: 0.040" x 1 1/8" x 2" x 1 1/8" RECEIVING CHANNEL W W/ (3) #10 x 3/4" INTO ILLI GIRT EACH FACE & (3) Z Lu #10 x 3/4" INTO UPRIGHT to C" Z Lu Q o a aiD Z O tii O z w V 2X PATIO /-EXTRUSION LNLJ LL LLLI Q p O w it 1 O C" En u C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5032 H-32 ALLOY tANR (4) 014 x 3/4" SMS INTO DJ CORNER POST (2)#10x112"SMS C THRU SCREW BOSSES SLAB l FOOTING m «IENTWOOD: SEE PLAN ';g`#10 x 3" WOOD SCREWS, 6" FROM GIRT & @ 12" O.C.ICONC: +.; SLAB / FOOTING 1/4" x 3" TAPCONS, 6" SEE PLAN FROM GIRT & @ 24" O.C. (4)#10x112"INTO SIDE VIEW SCREW BOSS (1) 3/8" DIA CONCRETE SCREW ANCHORS (2 1/4" CONC. EMBED) 2 x 2 DJ (4) #14 x 3/4" SMS, 7 INTO POST x 2" OR 2" X 3" HOLLOW :CTION GIRT „x2„ C'l 1X2 TO HOST STRUCTURE DETAIL A-'Z SCALE: NTS 1"x2"BASE PLATE ANCHORED TO CONC W/ 1/4" $ e m « « CONCRETE SCREWANCHOR e " (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX .'6" 'g' `,a•• , FRONT VIEW DTI' DOOR JAMB TO CONCRETE DETAIL A-2 SCALE: NTS 1"x 2" O.B. FASTENED TO CORNER POST W/#12 x 1 12" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" O.C. 1 /8" x 2" x 2" EXTRUDED ANGLE 5032 H32 ALLOY EA CORNER W/ (2) #14 x 2" -SMS INTO POST & (1) 3/8" DIA CONCRETE SCREW ANCHOR INTO CONCRETE ` 2 1/4" MIN CONIC n ANCHOR EMBEDME SIDE VIEW POST W/ 1" x 2" @ 3/8" x LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREWANCHOR INTO CONCRETE 1"x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREWANCHOR «�• (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST O AND 24" O.C. MAX B� - PY LE FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-2 SCALE: NTS Z b UJ U m � w otf U V' y Q DO g W z, N LV t-. Jig C)Z � ,� ry m 2 0 F n u1 u Z W OK�n O in CZ ",1 d r N W LLj J � m J Q Z LL a zLU bY D_ � W =aa O � CDO 07V LL DRAWN BY JMS DATE DRAWN 05/22/13 REVISION SHEET NO: A-2 3" RECEIVING CHANNEL W/ #12 x 3/4" TOP AND BOTTOM AS END CAP (3) 3/8" DIA THRU BOLTS (4) #14 x 4" SMS W/ NEOPRENE FACED WASHER EA. PANEL .� 3" x 48" x 0.032" OMPOSITE 3+ PANEL ROOF 1 " x 1"x 1/8" ALUM ANGLE W/ (3) #12 x 3/4" SMS EACH SIDE I I 2" x 4" x 0.050" P.B. I I,e-2" x 4" P.B. S COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS 1 /8" x 2" x 2" EXTRUDED ANGLE 5D32 H-32 ALLOY EA SIDE t v�• 21WMINCMC < ANCHOR ANCHOR EMBEDMENT x 2" 0. B. BASE PLATE - TYP MIN-4- 5d MIN EDGE DISTANCE FROM SLAB /FOOTING eg • e s EXTERIOR OF COLUMN TO SEE PLAN r ~ OUTSIDE EDGE OF SLAB SIDE VIEW (2) 3/8" DIA. CONCRETE SCREW ANCHORS (2 1/4" CONC. EMBED) (1) 12" DIA THRU BOLT w/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/THREADLOCKER MAY BE USED TIGHTEN TO CONTACT - DO NOT OVERTIGHTEN a J24" 1"x 2" BASE PLATE ANCHORED TO CONC W/ 1/4"CONCRETE SCREW SLABFOOTINGANCHOR (MIN. 1 1/4" EMBED) SEE PLAN .a. 6" MAX EACH SIDE OF POST AND O.C. MAX FRONT VIEW B-1 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-3 SCALE: NTS FLASHING -INSTALL UNDER EXISTING DRIP EDGE 3" x 0.040" EXTRUDED RECEIVER CHANNEL #12 x 3/4" SMS @ 12" TOP AND BOTTOM W/ NEOPRENE WASHER @ TOP SCREW ONLY 3" x 48" x 0.024" / COMPOSITE) (2) 114" DIA x 3" PANEL ROOF LAG SCREWS @ EACH OVERHANG S-� COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS W/ d09'C�Gy9L•rsP O LL ., LL) (O ®z• U O IQ- �•• Z W EXISTING SLAB %' `jl ' • ... • ' '% o�&F.R.RqlrlAl PAL x 12" BARS 24" O.C. 6" EMBED EPDXY IN PLACE NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1.500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE. 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY LETTER /4 TYPE I FOOTING TO AN EXISTING SLAB A-3 SCALE:NTS 2"x4"PB �{ EXISTING HOST WALL / ANCHORS INTO WALL 11/8"x21/8"x11/8"x4"- 3--AG / WOOD: ALUM RECEIVING CHANNEL (3) 1/4" LSCREWS INTO W/ (6) # x 3/4" SMS EACH WALL SIDE INTO BEAMFILE . OPY S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS w LLI W Z uJ � a Z Q LI C7 0 Q � Z 0 w 0 �Z, Z w W Z LL j Q 0 cc � cr O d N LL W N a Lu m U Q cc S 00 L~i> w Mo Q Z. W N N 2 0 V IV am u z W o N C H N (A 000 J M Q m J 0 ❑ LL Z Q W � W . = a 0.. cc � C) o d w �- LL DRAWN BY JMS DATE DRAWN 05/22/13 REVISION SHEET NO: A-3