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HomeMy WebLinkAboutSUBMITTED PAPERSy OFFICE USE ONLY: _T Fee Due: Receipt# Permit # J r PLANNING & DEVELOPMENT SERVICES p _ BUILDING & CODE REGULATION DIVISION o �a .Pie Virginia Avenue �� l�© Ft. Pierce. 5652 �J ca 1 6 -1553 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED SCANNED PROJECT INFORMATION BY Wit. Lucie County I. LOCATION/SITE ADDRESS: 1901 South Header Canal Road 2. PROJECT NAME: Floyd SITE PLAN NAME: 3. PROPERTY TAX ID #: 2214-•800-0002-000-3 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Myers SAD NO 1 LOt 2 5. PLAT BK PAGE BLOCK LOT 2 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS Sk (`. `f 7 tj-71 x /2z","aC � 7. SETBACKS (ACTUAL) FRONT: vT BACK: RIGHT SIDE: �-�' Y LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New SG = Slab on Grade SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R = Rebuild. WD = Wood Deck ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM _ ❑ NEW ❑ EXISTING X El ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ,® POOL ENCLOSURE New ` NEW ❑ EXISTING X •❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X I'❑ ALUId POOL FENCE —inear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9.. VALUE OF CONSTRUCTION: The valuc 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 lis $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SI,CCI)V Form No.: 001-02 Rev.04/26/2010 OWNER INFORMATION NAME: Mark Floyd ADDRESS: 7310 Elyse Cir CITY: Port Saint Lucie STATE: FI ZIP 34952 PHONE (DAYTIME): () 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 #: CRC-1330712 ST. LUCIE COUNTY CERT #: BUSINESS NAME: South Florida Aluminum Products LLC QUALIFIER'S NAME: Gary Whigham ADDRESS: 4801 South US Highway 1 CITY: Fort Pierce STATE: FI ZIP 34982 PHONE (DAYTIME): 7( 72) 466-0913 FAX NO.466-1074 email: sfapbooks o bellsout.net ARCHITECT/ENGINEER: Suncoast Architecture and Engineering Inc. ADDRESS: 13630 58th St North Suite 101 CITY:Clearwate.r STATE: FI ZIP 33760 PHONE (DAYTIME): (727) 532-9000 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.c.olo.r 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 USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % Additional Permits Required REPORT 1 1 BIMS FEE MISC FEES $ TOTAL FEES $ CODE `! BUILDING & ZONING REVIEW rF�ONT PLANS VALUE OF CONSTRUCTION REVIEW COUNT R ZONING SUPS 2VISOR EXAMINER VEGETATION USING ICC TABLE DATE ILI �j L 3 COMPLETE / 7 INITIALS PL i� 4111�� PLAN REWW SPECIFICATION CAW-KLIST 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 1 1" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. r 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 4`h 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. (11) . SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL. OF TH.E.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. (1V.).SUNROOMS.(as defined in R202and FBC 2n02..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 ofthe 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) -Wwall-or a current, -signed original mane actarer'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. I 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 equirements 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 structure that was in existence prior to removal by the storms. O ER OR ONTRACTOR SIGNATURE C IGNATURE. STATE OF FLORIDA COUNTY OF Saint Lucie The foregoing instrument was acknowledged before me me this,g day of T;—D , 20 14, by Gary Whigham > who is personally known X to me, or who has produced STATE OF FLORIDA COUNTY OF Saint Lucie The foregoing instrument was acknowledged before me me this 1 '� day of FQb 120 14 , by Gary Whigham , who is personally known X to me, .or who has produced as identification. as identific tion. Seal Signature of Notary ao •• ;B�% (SABR(NA BUTLER re of Notary ��Pa SABRINA BUTLER * * MY COMMISSION # FF 074898 b *A—" * MY COMMISSION # FF 074898 EXPIRES: December 8, 2017 s EXPIRES: December 8, 2017 la IMPORTANT NOTICES: sqr OP\oe BondedThruBudgetNotaryServkes 4.�vSondedThru BudgO NobryServices FOF Fl • TWO (2) SIGNATURES'ARE'REQUIRED. EACH SIGNATURE MUST BE NGTARiZED. 'IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR 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. Search Results for Map. Page 1 of 1 . a Home About This Site LatPLong Finder Related Resources Sponsors A.cou>< A. o I- t,crrtea4c . Search Results Latitude: 27.4303 Longitude:-80.5008 ASCE 740 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 143 Risk Category II: 154 Risk Category III -IV: 165 MRI** 10 Year: 86 MRI** 25 Year: 105 MRI** 50 Year: 117 it 100 Year: 128 ASCE 7-05: 129 ASCE 7-93: 99 •MPH(Miles per hour) • MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. Download a PDF of Your results M Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied Ito n for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitudetiongitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http: //www. atcouncil.org/windspeed/index.php?option=com_content&view=article&i d=10... 2/ 12/2014 JOSEPH E. SMITH, -,'-'ARK OF THE CIRCUIT COURT - SAI LUCIE COUNTY FILE # 3923753 O) OOK 3602 PAGE 2796, Recorded_ __/11/2014 at 10:09 Permit No. State of Honda County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. 2214-800-0002-000-3 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following Information Is provided in this Notice of Commencement. Legal Description of Property: (and street address If available): Myers SID No 1 Lot 2 19D1 Header Canal Rd General description of Improvement: Pool Enclosure Owner Information or Lessee information if the Lessee contracted for the improvement: Name Mark Floyd Address 7310 Elyse Cir. Port Saint Lucie, FI 34952 Interest in property: Owner Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: South Florida Aluminum Products LLC Contractor Address: 4801 South US Highway 1 Fort Pierce, FI 34982 Phone Number: 772466-0913 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: 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 Number: Address: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the 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 penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge d lief. O (Signature of Owner or Lestee, or e s o Less e's Authorized Officer/Director/Partner/Manager Lawnar (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this S day of F�Y7 , 20! q' By Mark Floyd as Self for Owner Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced Identification - :lure of Notary Public - State of Florida) C (�� (Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced t L v EXPIRES: Deoember 8, 2017 H+q BM*TANBrdglNobrydarlcet STATE OF FLORIDA ST. LUCIPCOUNTY THIS S TO CERTIFY;THA JHI615 TRUE SAND COPRECTi COPY OF T ORIGINAL, FEE-�� f 4 Dais /M o Q cn 0 f E O L] tUj ill N Q }�- n Cfl �of OIn �Q o Z Z � i I o /Ld ` Ot-1 O JZ� LLI I Lil X :DmcV M zoo O no 1 C Z G - U_ I, FND IR&C 2791 (0.11' E, 0.14' S) I�f 10' FPL EASEMENT —-I !� 1 (V LO T 2 0 8.85 ACRES �� o 282.7' S89"40'11"E L0 3 10' FPL EASEMENT , 1239.86 EXISTING CULJEF2T -T _ _ _ _ _ _ _ _ _ EXISTING 12' GRAVEL OR!V'E — — — — _ _._. _ — — p CONC DRIVE come —' N 89 "40' 11 " Y V ALUUMol: E 620.01 w COVERED PAVERS 17 3' v - -- LOT 1 ^ 117_' " PA EXISTING RESIDENCE 1 1 PAVERS - 236.6' j 1 1 EXISTING I GARAGE 236.6' EQ NC ONC SLAB a B }� GENERATOR 241.1' EXISTING 1 N 2�i 4.2' N 11P EXlsnrvG 9.5 X 9.5' PAVILLION A W PAVILLION S1 ING 2, 10 24.0' SA EXISTING 9.T X 9.5, EXlSTING� PAVILLION 9.5' X 9.5' `* PAVILUON 1 fff 51.9' TOB N89'36'07"XV - LEGEND 28' 14.7 0 -� .- . 3.0*- O = FND #5 IR&C 2791 _7' o EXISTNG N L OP PROPANE TANK N RESIDENCE wELL CONC = CONCRETE 227•* iO.T IirEXISTING 8.0' tL S� = CABLE BOX �C', = ELECTRIC TRANSFORMER. p = BELLSOUTH SERVICE-sOWE.R COVERED s� \ PATERS PAVERS'-19• '7Z, - WOOD POWER POLE = GUY ?ARE 56 T 48 3' PAVERS 0.0 INR/W = RIGHT--OF-WAY TOB = TOP OF BANK PORCH CDCtii FND = FOUND 6 0 O Q IR - #5 IRON ROD EXISTING it 24.0' o L0 IR&C = #5 IRON ROD & CAP n GARAGE ¢ c6 6.0' p C OHU OVERHEAD UTILITIES a 30A' o P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS 56.7' L EXISTING CABANA/GUEST P.3. = PLAT BOOK ALUM = ALUMINUM NSLRWCO =NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT BUILDING FPL = FLOMDA POVTR & LIGHT DETAIL CERTIFIED TO: MARK C. AND USA M_ FLOYD EDWARD W. BECHT, P_A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY HARBOR COMMUNITY BANK, ISAOA, ATIMA ! —IUD T06fi19.71 DESCRIPTIO ONPLATiEe SURVEY NOTES CANAL—®- \�_ - - ACREAGE —� LOT 2 ACCORDING TO :fl-iE PLAT OF hdYERS SUBDIVISION N0. 1, AS RECORDED IN 1_ This survey is not valid without a signature and original embossed seal of a Florida Professional Land PLAT BOOK 42, PAGE 1, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA_ _Surveyor. 2_ Description provided by client and/or their agent. 3. The last date of field work was December 2, 2013_ (Sketch) 4, Underground improvements and foundations were not located as part of this survey- 5- Bearings shown hereon are based on the East line of Lot 2 bearing North 00'00'29" West, per plat and as monumented. All bearings are relative thereto. 6. Property lies in flood zone X, per Flood Map 12111CO250 J, dated 2-16-12. 7_ All boundary information' shown is -plat and calculated unless otherwise shown_ 8_ Lands, shown hereon were not abstracted for right of 'Mays, reservations agreements, and/or easements of record. Such information, if desired, should be obtained and confirmed by others through appropriate title verification_ - 9_ Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without writter, consen�of hesigning party or parties. % {+ RICH7 RD C. LA ,_ RE, FL ]DA P.L_S_ #5209 DATE REVISION DESCRIPTION DATE 6 MODIFY Dr IVEWAY, BARN, HOUSE AND SEPTIC SYSTEM 4/ 9/08 7 MOVE PROPOSED CABANA 8 FEET SOUTH 5/14/08 8 UPDATE BOUNDARY SURVEY 3/13/13 a FINAL SURVEY 12/3/13 PAVERS MIk, E0NT Si II ES CtdP SI 1 1N z n O SCALE 1"=100' �S00'00'2Q" E f 160.00 p FND lR ao (NO ID) u7 cD C O z � Z � l 0 0 O O co < E —I �' (n U Z C O Q ILL� k 1 L 4 3 1+1u BOUNDARY SURVEY PREPARED FOR MARK & L'' SA 9-0YC REF_ JOB NO_ DRAWN BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING. 774 WEST MIDIVAY ROAD FORT PIERCE, FLORIDA 34982 L B 7056 i 72 398-6430 Phone ( ) (772) 398-6426 Fax 06.0694 JOE M 6/22/06 13.0694-1 F_B.,PG. !CALCULATED BY SCALE SHEET 1NG_ 06-166 11 / RCL 1"=100' 1 OF 1 -A } r WIND SPEED AP', LPOSURE HAVE BEEN DETERM1Nnu USING THE ADVANCED CONTRACTOR: South Florida A imm Products, Inc. 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 1-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 1. 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: Vur,T =143 MPH, VASD =110 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 Foundation Design New 12" z 12" footing w/(2) #5 Cont. 39" overlap atjointson 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are applicable to this project: 1. 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 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTM C 260 iv. W ater 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 A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (ldckplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Architecture & Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. Design shall be based upon "PINNED" upright analysis unless approved by Suncoast Architecture & Engineering, LLC Roof Type Roof Type: MANSARD TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. n (qDZ-®2b7 THESE PANS ®.I D ALL PROPOSED WORK ARE SUBJECT TO AXY CORRECTIONS REQUIRED BY FIELD INSKCTORS TIkT MAY BE NECE ARY IN OP*R TO COMPLY WITH ALL APPLICAaLE CODES. .-------------------------------- / 1X2 TYP �. N t0 m tD m ID m fD m tD m t0 m N �( X� X XM XM X� X� X I NIl1 NVl NN NVI C4 NN N 2X2 2X22X X 1X2 TYP QA-2 5--14- 5'-1 4' 5'-1 5'-4" EXISTING CONCRETE WALL I io �kV I m i m I is I `I rn I irl el . M 1 in `rn I in o� I in CONCEU FASTENERS OR ATTAOHmEN 1 ARE THE RESPONSISIXY OF THE CONTRACTOR OF RECORD N OR(1CCCR1(1NA1, CF�A I , W W Z w 0 0- Z Q w Q C Z O W O y z Vi w N Z LL > ¢ 0 � LU O G. N aL W LLJ J .a J � U 0S CC Z Q OR o W zn N L L1 Iu m S O Z I= O, U (J' =W_� Z Z �3^^ LL.J m b DRAWN BY EB DATE DRAWN 02/12/14 REVISION n - SHEET NO: A-1 ALUMINUM MEMBERS DEM -)NS HOLLOW SECTIONS 2x2:2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 1 x3: 1"x3"x0.045" 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" MEMBER SIZE EDGE "C" 2X4 .X, 2X5 V 2X6 - 2X10 1 yy EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 112" 1"x FASTEN TO EAVE RAIL W/ #10 x 1 1/2" 6" FROM UPRIGHT & 24" O.C. (1)1Y2" DIA. x 212" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. PATENT PENDING fYl 2"x_SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) 2" x _SMB UPRIGHT (SEE A-1 FOR SIZE) UPRIGHT TO BEAM CONNECTION A_2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED I (1)12" DIA THRU BOLT w/ NYLOCK ANGLE 5052 H32 ALLOY EA JAM NUT - IN LIEU OF NYLOCK JAM SIDE--\ NUT, JAM NUTw/THREADLOCKER MAY BE USED �.j TIGHTEN TO CONTACT - DO NOT BRICK PAVERS OVERTIGHTEN BONDEDTO 16 1 MIN CONC 'ANC HOR EMBED. • 21f4' MIN CONC ANCHOR EMBED. a' ..�<. SLAB / FOOTING v MIN, g 4 SEE PLAN SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) 1" x 2" BASE PLATE BRICK PAVERS ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 1/4" CONC. EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX 9 e SLAB / FOOTING ` 0• a d SEE PLAN 6" FRONT VIEW B " x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL A-2 SCALE: MS 3/16" 5052-H32 2" x PURLINS ATTACHED TO BEAM w/MIN (4) #10 x 1 1/Z' SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 1 1/4" SMS @ 1 1/4" O.C. TYP NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 114' C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. SCALE: NTS DETAIL - RIGID MEDIUM 21/2' x VS" x (GIRT OR PURUN WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -12') ALUM BACKING PLATE CHAIR RAIL MEMBER x 1 1/2' SMS INTO N BOSSES SNAP OR SELF -MATING BEAM ONLY C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS 2 x T PURLIN - NOTCH BOTTOM FLANGE TO OVERLAP UPRIGHT 2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE OR 2 x 2" x 0.06Z' S052-H32 RECEIVING CHANNEL 2" x 2' EXTRUSION 1"x 2" x 0.044" OPEN BACK INTERNALLY SCREW TO UPRIGHT W/ (2) #10 x 110 SMS 8: FASTEN TO EAVE RAIL W/ #10 x 1 112" SMS SPACED 6" FROM UPRIGHT AND AT 24" O.C. NOTCH POST AS REQUIRED FOR 2" x 2" EAVE RAIL (2) #12 x 3/4" EACH LEG EACH SIDE - SCREWS SHALL ENGAGE BOTH PURLIN AND UPRIGHT F SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS I PROF r SSIONAL SEAL tt p� c W Q W c _Z LLI L W Q O1 u J W z Q 7 Z rl �cr- LL O zLL N i Z LL LLI � F O LLI o w I—O a N LL W CC i � ULu Vft m N V (D I oC Z W z tO ' F W ta Q Z O N N Z I Z Z� Wco m Q �- ul o em•1 C.1F� ti I 0 J N Z W Q U Q Q W W W 0fA W_tA 0 _O O c� rn 1—ILL Ll- DRAWN BY EB DATE DRAWN 02/12/14 REVISION SHEET NO: A-2 6" WIDE x 0.125" "Z" BRACKET NOTE: - @ EACH BEAM ATTACHED TO (2) 3/6" DIA. x 4" LAG SCREWS FOR FASCIA W/ 3/6" x 3" LAGS (3 SPANS GREATER THAN W-(r (1) 2" MADE x 0.125" "r PER BRACKET) AND (1) 31W x 3" BRACKET @ EACH BEAM `S LAG @ 24" O.C. AT GUTTER ATTACHED TO FASCIA W/ 3/6" 1 O 35" DIA x 4" LAG (1) 3/6" DIA x 4" LAG x 3" LAGS (3 PER BRACKET) SCREW INTO EXISTING \A 1"x 2" x 0.044" OPEN BACK SCREW INTO EXISTING AND (1) 3/6" x 3" LAG @ ZV O.C. OVERHANG FRAMING / V W/ (2) #10 x 21/2" SMS THRU OVERHANG FRAMING AT GUTTER RAFTER TAIL Al BEAM INTO SCREW BOSSES (1) #14 x 2" SMS 6" _ [� FROM BEAM AND 24" O.C. 1/6" S.S. CABLE \ \ \\ P \ \ 1 1/4" x 5 5/6" x 1B" \ \ ALUM FLAT BAR \ \ i 6063-T6 ALUMINUM PROF,E IONAL SEAL MATING • • ELEMENT SLAB/FOOTER LL I ' a' MID DEPTH Z LL! \ CONTRACTOR TO VERIFY (4) #10 x 2" SMS FROM CONTRACTOR TO VERIFY 2" x 4" FASCIA - IF LESS "v �_ a Q s. ' FD d \ 2" x 4" FASCIA - IF LESS THAN 7' x 4" FASCIA, 7' x 4" 1"x 2"INTO SCREW BOSSES THAN 2" x 4" FASCIA, 2" x f' Z Q 1/8" x 2" x 2" x 2 ALUM • • • SUB FASCIA SHALL BE SUB FASCIA SHALL BE d ; 4 lJJ Vr c ANGLE W/ (4) #14 x 2" 7" SUPER PLACED OVER, LENGTHEN PLACED OVER, LENGTHEN J Q 1O Q a SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY LAG SCREWS TO FULLY Z EACH SIDE OF BEAM PENETRATE SUB FASCIA T' SUPER GUTTER PENETRATE SUB FASCIA IF OTHER Q H O 0.062" BACKING PLATE ON IF OTHER FASCIA, ADD 2" x 4" PT FASCIA w/ 12" LAG FASCIA, ADD 2" x 4" PT FASCIA w/ 12" LAG 3/6" DIA. x 3"EMBED SLAB / FOOTING C G w INSIDE OF GUTTER BOLTS -1 12" INTO TRUSS BOLTS -1 12" INTO TRUSS CONC. SCREW ANCHOR SEE PLAN N Z 7 21B" x 1 1/6"x.062" (MIN.) TAILS -COUNTERSINK FLUSH. WHEN INSTALLINGQ TAILS -COUNTERSINK FLUSH. WHEN INSTALLING LLI W LL ALUM RECEIVING CHANNEL 12" LAG SCREWS, 12" LAG SCREWS, Lu cc F p W/ MIN. (2) #12 x 3/4" SMS PRE -DRILL w/ 3/6" DRILL TO PRE -DRILL w/ 3/6" DRILL TO a N LL PREVENT SPLITTING. PREVENT SPLITTING. W G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL G'� GUTTER BRACE & PURLIN ATTACHMENT DETAIL H-1 CABLE CONNECTIONS AT FOUNDATION b J A_3 SCALE: NTS A_3 SCALE: NTS /� _� /1 SCALE: NTS V WR a � W AEI U Z N o R �- W z $ SELF MATING Ln Lu IL R $ g ABEAM Q Z s LL a PURLIN O ' u vmi umi U ` N N Q Z Lu oagqe�C (9) #14 x 3/4" SMS N p� U WOOD: #10 x 3" WOOD SCREWS, 6' 1/8" PLATE ON 45" ANGLE FROM GIRT & @ 1T O.C. 6063-T6 ALUMINUM CONC: i i 1/4" DIA x 3" CONCRETE SCREW ANCHOR, 6" i FROM GIRT & @ 24" O.C. 1/6" EXTERNAL BACKING PLATE — — — — Ix I (4) #10 x 1 12" INTO (2) #14 x 2" SMS SCREW BOSS • — — — — — — W Z • / U DETAIL#2 of EYE BOLT FOR CABLE TENSION • Q • / Q W LU Y2'xTORTX3"HOLLOW / I LU } co W 0) I SECTION GIRT 0 00 O_ cM 1 12" x 1/4" 1 12" x 1/4" � 0) I- . J FENDER WASHER FENDER WASHER PERIMETER FRAMING i a" LL r LL LL. 1"X 2" I DRAWN BY EB EAVE RAIL W/ 14" DIA THRU BOLT Fl go& iE DATE DRAWN 02/12/14 DETAIL #1 REVISION C-� 1X2 TO HOST STRUCTURE DETAIL 1 - A-3 SCALE: NTS H 3 ROOF BRACING CONNECTION DETAIL /�-3 AT LE: N H-2 CABLE CONNECTION AT CORNER SHEET NO: A-3 SCALE: NTS A-3 ah CONC. HEADER: 6-Z"GUTTER BRACE 1/4" x 3" CONCRETE SCREW ANCHOR@ 24" O.C. a [-WOOD HEADER: EXISTING (2)1/4"x2" #10 x 3" WOOD SCREWS HEADER @ 1T D.C. a G SCREWS A GRADE GUTTER BRACE 2'x2x4"XO.125" 12" ALUM ANGLE W/ (6)#14SMS EACH FLANGE Wl INTERNAL BACKING • PROFES IONAL SEAL PLATES GUTTER CONT ON 37-12"--4 t CHAIRS 1.1 x Z'HOLLOW J ILLI SECTION J' 17X12"RIBBON z Ld 1 7 70� WOOD 0 0 a 0 LIP FOOTING C9 cl� #10x 3" WOOD SCREWS —1 z 17 D.C. LLI en CONC, NOTES FOR ALL FOUNDATION TYPES: < tD I 1/4" DIA x CONCRETE 3' SCREW ANCHOR @ 24!- D.C. z,xz*x4"x0.125" 2" x 2" x 4!'x 0.126' 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING = z 0 .1i ALUM ANGLE W/ ALUM ANGLE W/ PRESSURE OF 1,500 PSF. tn 0 1"xZ'HOLl 6)414SMS w (6) #14 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND z Lu SECTION EACH FLANGE W/ EACH FLANGE W/ COMPACTED PRIOR TO PLACEMENT OF CONC. Ln z Y INTERNAL BACKING c0 INTERNAL BACKING 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. LLI LLI EXISTING HOST PLATES PLATES 4SOIL TO BE TERMITE TREATED PER 2010 FLORIDA . BUILDING CODE, ILL. > SECTION R318.1 0 Lu 0 rB--lNX2 TO -HEADER DETAIL �4 SCALE: NTS rs-'MATING ELEMENT ATTACHMENT (cD- GUTTER CORNER DETAIL rA\CONTINUOUS FOOTING uj cc �-4 SCALE: NTS 1\ �-4 SCALE: NTS Lu I" x 2"O.B. FASTENED TO CORNER POST WI#12x I 1r2" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ FA—1 Lu Z Lu t 24" D.C. 116'x 2" x 2" EXTRUDED (4)#14x3/4"SMS Z 1/9'x 2"x 2" EXTRUDED ANGLE 5052 ANGLE 5052 H-32 ALLOY INTO DJ 0 3 R H-32 ALLOY EA CORNER W/ #14 Z'•• U z vo WOOD HEADER' CORNER POST-\ (2) x BRICK PAVERS z uJ (1) 3/9'x 3" LAG SCREW INTO HEADER SMS INTO POST & (1) 319'DIA. CONCRETE SCREW ANCHOR INTO ICONCRETE D CONCRETE HEADER: (1) 30DIA. x 3" CONCRETE SCREW I BONDED TO ANCHOR INTO HEADER (2) #10 x 1 VZ'SMS CONCRETE THRU SCREW BOSSES 2 1/4!'MIN SLAB / FOOTING Nj EXISTING SEE PLAN ANCHORCONC HEADER SLAB FOOTING 2114" MIN CONC J' ANCHOR EMBEDMENT EMBEDMENT gn < SEE PLAN UJI z < SIDE VIEW SIDE VIEW VX2-HOLLOW VZ' xW/#lOx2"SMS - 6 SECTION �MAX CORNER POST W/ VxZ'@ Lu 0 < W(.5 EACH SIDE OF POST (4) #14 x 3/4" SMS BACKSIDE 2" x 2" DJ LU AND 24"O.C. MAX INTO POST (4) #14 x 314" SMS u = w 3i8"x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE INTO DJ (1) 3/9' DIA. CONCRETE LLI C2 cl) Lu 0) v 2" x 2" xO.125"ALUM ANGLE W/ (4) #14 x 39'SMS INTO UPRIGHT I SCREW INTO ,,—SCREW ANCHORS (21/4' CONIC. EMBED) 0 0 c� ce) w -i I---L-L T CONCRETE CL LL LL T, 2 BASE PLATE x -I I" x2" BASE PLATE ir Z'x ANCHORED TO CONC W/ 114- ANCHORED TO CONC W1 114" DRAWN BY CONCRETE SCREW ANCHOR (MIN. I 1/4" EMBED) CONCRETE SCREW ANCHOR (MIN. 1 1/4"EMBED' IMP EB 6" MAX EACH SIDE OF POST 6" MAX EACH SIDE OF POST a DRAWNATE AND 24"O.C. MAX AND 24"O.C. MAX 02/12/14 rB--2 POST TO HEADER DETAIL f T IN REVISION �-4 SCALE:NTS 4 FRONT VIEW FRONT VIEW r6p--ORNER N SHEET NO: POST TO CONCRETE W/PAVERS DETAIL rDJ -'l' DOOR JAMB TO CONCRETE W/ PAVERS A-4 SCALE: NTS DETAIL A 4 A-4 SCALE: NTS 4! 'I