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HomeMy WebLinkAbout106 Cobblestone Way (3)m Application No: SEP 1 a 2016 CITY O- F-SANFORD G & FIRE PREVENTION PERMIT APPLICATION ented Construction Value: $ -51 • Job Address: CD S Historic District: Yes NA2S-, Y1 'ate'] Parcel ID: 1 Zoning: Description of Work: Sulu X, c iyx l o a'tx e w l S MOP Plan Review Contact Person: l-T r Phone: t4yi &W - bFax: Title: VC k. b E-mail: ee_h L p J&U- souk rvo Property Owner Information+ NameQJ Utv % Phone: S -5 1g9`,A`,5St-(-7 Street: to OnbbbF_ Resident of property? City, State Zip: ' i`1'c C 1 `1'c 3 a 1 Contractor Information tt Name .r iC l 1Xc ti(0 (Lhl LA) /IA04hone: b1 URA — b(009 Street: Olt? City, State Zip: Fax: State License No.: J-l Arch itect/Eng1neer Information Q Name: A M s Phone: 0 "` J D' pi l Street:15(6D 'W" • Fax: a- S 9 Q - I ®P 9 City, St, Zip: CUCXt ems'" "L 33'1 GO0 E-mail: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ( Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. n Owner/Agent Produced ID Type APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: Ibllb s WASTE WATER: BUILDING: SF q-V-- ((- COMMENTS: Ok to install screen room with insulated roof. Meets approved setbacks for Mayfair Meadows subdivision. Rev 11.08 REQUIRED INSPECTION SEQUENCE RP# i L, - VL (.-( BUILDINGPERMIT Mien Max Inspection Description 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) Address: a cn CAi Y t;s, ELECTRICAL : P.ERM'IT Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final MECHANICAL PERMIT Min Max Ins ection DescrIl tion Mechanical Rough Mechanical Final I Min I Max I Bnsnection Descrintion Gas Unde Gas Roug Gas Final REVISED: June 2014 8/16/2016 SCPA Parcel View: 33-19-30-508-0000-1040 aa ta,nnsa+.cra fp P z n crclunrrY: Parcel Information Property Record Card Parcel: 33-19-30-508-0000-1040 Owner: YELVINGTON TRAVIS L & REBECCA Property Address: 106 COBBLESTONE WAY SANFORD, FL 32771 Value Summary Parcel t_ 33-19-30-508-0000-1040 Owner YELVINGTON TRAVIS L & REBECCA Property Address 106 COBBLESTONE WAY SANFORD, FL 32771 Mailing 106 COBBLESTONE WAY SANFORD, FL 32271 Subdivision Name j MAYFAIR MEADOWS Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 100-HOMESTEAD(2016) i i Legal Description LOT 104 MAYFAIR MEADOWS PB 29 PGS 31 TO 33 Taxes 2016 Working 12015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 89,116 76 818 Depreciated EXFT Value f $300 313 Land Value (Market) 24,000 22,500 Land Value Ag C Just/Market Value 113 416 99 631 Portability Adj Save Our Homes Adj i $0 i 0 Amendment 1 Adj 0 P&G Adj 0 j $0 Assessed Value q 113,416 99,631 Tax Amount without SOH: $2,027.63 2015 Tax Bill Amount $2,027.63 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 113,416 50 000 r 63 416 SJWM(Saint Johns Water Management) 1 113,416 50 000 - Y m$ 63 416 County General Fund _.- V4 113,416 50 000 t 63 416 IICitySanford__..____._...__._.._____..._..__.._._ 113,416 50000 63416 Schools 113,416 I 25,000 = 88,416 1 Page Amount— Qualified Vac/ImpDescriptionDateBook WARRANTY DEED 8/1/2014 08331 0082 113,500 i Yes yq-- Improved WARRANTY DEED 8/1/1990 02213 1978 60 000 i Yes i Improved WARRANTY DEED 8/1/1986 01757 1679 62 000 { Yes Improved WARRANTY DEED 1 2/1 /1984 101603 0300 64,200 I Yes Improved Find Comparable Sales t Land Building Information Is Bed/Bath count incorrect. Click Here 1 I Year Built -_.— — 7 r.._-— T-- ; --—--- -- http://parceidetaii.scpafl.org/PareelDetailinfo.aspxl?PID=133193050800001040 ( 1/2 Search.Results for Map Page 1 of 1 ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Mon Sep 12 2016 Latitude: 28.7873 Longitude:-81.3212 ASCE 7-10 Windspeeds 3-sec peak gust in mph*): Risk Category I: 125 Risk Category 11: 135 Risk Category III -IV: 143 MRI-10-Year: 79 MRI— 25-Year: 93 MRI— 50-Year: 103 Ill 100-Year: 112 ASCE 7-05 Windspeed: 108 (3-sec peak gust in mph) ASCE 7-93 Windspeed: 96 (fastest mile in mph) Miles per hour Mean Recurrence Interval Users should consult with local building otfidals to determine if there are cornmunity-specific wind speed requirements that govern. g print y wr I<auits WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and 'Its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon 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 windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC EnduAnwt Fund • A(:ya ecl:l"wi7n rxdy. n_n'il • 201 Redwood Shores Parkway, Suite 240 • Redv`ood City, California 94065 • (650) 595-1542 http://windspeed. atcouncil. org/index. php?option=com_content&view=article&id=10&dec... 9/ l 2/2016 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I I (' Dp I hereby name and appoint: L n C an agent of: P&UA^,-I—QMLA AM Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific ermi and a plication for wor 1 ated at: O C-0 © 0 bra( Street Address) 3 D. t Expiration Date for This LimitedL iPower of Attorney: r License Holder Name: . • a i° 1 1 State Lic Signatur STATE COUNT Th 20 to I ide Notary Seal) Rev. 08.12) CONTRACTOR: American DESIGN CRITERIA: Inc. Applicable Codes, Regulations, and Standards L The 5th Edition (2014) 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., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 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: VULT =130 MPH, VASD = 101 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1 - Screen Room: Non -Habitable, Unconditioned 5. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0 density foam, Florida Product Approval Number FL 7561-R3. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spelling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. 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 Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either # 14 screws 6" from ends and 24" center to center or 412 screws 6" from ends and 12" center to center. 6. 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 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERl14INED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. RECORD COPY 8'-3" -f1X2 N f 2X3DJ o II M 2X3DJ POcli X X I 1X2 8'-0" SEP 1 a ZU16 BY: REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER Q'U• tip DATE SANFORD BUILDING DIVISION 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 ODC SANFO"R A#16-2564 0 00 1 gyp. 0 rno VV LL- r UJWcDFes- y 5 z 0 A-3 A ,I-- 8'-3" 1 0 1X2 -4 cc W 0 ui a LU 0 W m 2X3DJ ^ O cal ZZ 2X3 2X3 I C) m a O of BEAM 3"X48"X0.024" BEAM 0 2X3DJNDEND A-2 M w Z ZZ z 1.0 DENSITY FOAM 1 Z W z z COMPOSITE PANEL Z w U _ r In W V7 LL H LL 2X8SMB A-3 o x x ° EDGE BEAM 1X2 Z o J W J - 8'-0" J Q F- I-' Zz Z 25'-0" v1 t p W K N N 1'_O" O MM U W WxZ pp Q N N Z (D 0 CA LU r 2X8SMB CARRY BEAM 12'-6" -12'-6" W 3. W 0 Z p O Q Z cn Ow UJ m W O ; C) LL N J (D Z nWoQ -i a r-tnw DRAWN BY TP DATE DRAWN 09/13/16 REVISION Q - 0 SHEET NO: A- 1 o1Cr 0 c C 2 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 1x2: 1"x2"x0.040" 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" 2x7SMB: 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" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 1 " x 2" INTERNALLY SCREWED THRU UPRIGHT W/ (2) #10 x 1 1/2" FASTEN 1"x 2" TO CONCRETE W/ 1 /4" x 2 314' SCREW CONCRETE ANCHOR 6" FROM UPRIGHT & @ 24" O.C. SEE PLAN FOR FOUNDATION REQUIREMENTS WALL HOST SIDE VIEW 4000 PSI GROUT FILLED SELF -MATING SECTION W/ (2) 5 REBAR DOWELED INTO SLAB W / EPDXY ADHESIVE 6" MIN. INSPECTION HERE 4'TO 6" ABOVE SLAB C-1 PEN BACK TO HOST DETAIL A_2 SCALE: NTS 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB WOOD SCREWS C. x3"CONCRETE ANCHOR @ 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY SLAB / FOOTING SEE PLAN SIDE VIEW 1) 318" DIA. CONCRETE SCREW ANCHORS 2 114" CONC. EMBED) i 0; o W FW- ;, < _ O Z s F PR C Ir a f Ld L' u Lu d zLLIa m LL ILL LL Z z OC Q m z G W C) d f 3 Lu Z Z to Z ZaQC WZLZ _ ZU W J u tH; HLL z z_ 5LL D c Z c 5 () o a i N n Q Z O$ a k Z QWLLmm Z u W O= WN 1!1 F- Z UJti. ~ ZU'" 3^^ c c Z :Jv O L 14 x 3/4" SMS to W N u~ 3 0 DJ x3"DJ k 1" x 2" BASE PLATE - ANCHORED TO CONC W/ 114' CONCRETE SCREW ANCHOR MIN. 1 1/4" EMBED) - ' 6" MAX EACH SIDE OF POST "'i AND 24" O.C. MAX 4"' - FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL A-2 SCALE: NTS LLl 3 W LUZ 0 0QZ W O coUm W ZOOI~ O (.)zco cc W( COD,QJ f1 i- — U) LL DRAWN BY TP DATE DRAWN 09/13/ 16 REVISION SHEET NO: A - 22% U- 4) #12 x 4 718 " SMS W/ NEOPRENEFACED EXISTING HOST WALL ZLuW hQ WASHER EA. PANEL L • % FQ.. `Z 7 4 FLASHING - INSTALL 2° x 3" PB S UNDER EXISTING DRIP EDGE c PRO F 3" x 0.062" EXTRUDED PROFES 11ICWS ALRECEIVERCHANNEL f 3" COMPOSITE PANEL 12 x 3/4" SMS @ 12"'"''i 0 0 3" RECEIVING CHANNEL WI #10 x 3/4" TOP AND TOP AND BOTTOM W/ NEOPRENE WASHER e o 1 ' BOTTOM AS END CAP CARRYBEAM 2"X2"Xj"X8" LONG ANGLE BOTH SIDE @ TOP SCREW ONLY i CONCRETE: 2) 1/4" x 3" QUICKSET c L+! W/ (4) #14 X 3/4" SMS EACH FLANGE ANCHORS INTO WALL a 12" MIN. TO eu x 1 1 /8" x 2 1 /8" x 1 1 /8" x 3" x 0.040" ALUM RECEIVING CHANNEL WOOD: 2) 1/4" x 3" LAG SCREWS W Lyj d Q 3 i OF W/ (4) #14 x 3/4" SMS EACH INTO WALL LLTOP SIDE INTO BEAM Q I1"X2" CONCRETE Q w POUR f LLI 0cc j VERTICALSTEELREINFORCEMENTSLUzz TOEXTENDTO12" BELOW TOP as .. 3" COMPOSITE PANEL 2 1/4" DIA. x 3" OZ Q Zww OF POST LAG SCREWS z LuSMBPOSTPOWERBEAM @EACH OVERHANG Lu J O j Lu y LL H LL i G S S-1 COMPOSITE PANEL TO FASCIA DETAIL S-4 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL Z COMPOSITEROOFTOPOSTCONNECTIONSCALE: NTS A-3 SCALE: NTS A-3 SCALE: NTS o C J F A-3 J f Q Zoe H 5 tm§§ Lu LLJ FRONTWALLOrn N w Z CARRYBEAM. U ¢ N N Z 0 0 ^ = c Z m CC 1 1/2"X 12"X 0.125" e • @ '.-- LA Lu 9- cgs F STRAP W/ (5) #14X3/4" IN BOTH 2X SMB 2X2 ANGLE 0 o I --- 71 C 1IL — — — — CARRIER BEAM 82X - SMB UPRIGHT EA. SIDE CONNECTION AT BACKSIDE OF BEAM e SEES/A-3 e 0 0 0 ,,\ (4) #14 x 3/4" SMS @ 1" x2"O.B. OVERLAP BETWEEN 0 o 2" x 2" x 1/2" x 12" LONG UPRIGHTAND 1" x2"O.B. SIDE BEAM ALUM PLATE I W/ ( 8) #14 x 3/4";. EACH SIDE OF SPLICE 2" x POWER BEAM Lu I fu W 0 I 2" POWER BEAM. Z 0 O IFRONT WALL SIDE WALL Q Z ELEVATIONELEVATIONW Sapp m 2" x SMB FRONT WALL 2" x 2" x'I/8" x 12" ALUM ANGLE CARRY BEAM I I W/ (4) I 14 x 3/4" SMS EACH LEG 1% 0 N Z cl 6"-# 2" x SMB I I 2" x POWER BEAM W O Q J UPRIGHT I I d 0> LL. 2" x 3" SIDE WALL END BEAM NOTCH DRAWN BY o I TO OVERLAP UPRIGHT TP 1X2 O.B. ATTACH TO UPRIGHT o WITH (2) #10 X 2 1/2" SMS THRU UPRIGHT INTO SCREW BOSES DATE DRAWN PLUS # 10 X 1 1/2" SMS 6' FROM 09 13I16 EACH SIDE OF UPRIGHT AND 2" x 2" x 1/8" x 12" ALUM PLATE 4) #14 -x 3/4" SMS @ REVISION TYPICAL AT 24" O.C. MAX W/ (8) #14 x 3/4 SMS OVERLAP BETWEEN UPRIGHTAND Q - EACHSIDEPLAN VIEW END BEAM- S- 2 CARRIER BEAM CONNECTION S-3 CARRY BEAM TO UPRIGHT Cil ONNECTION SHEET NO: A-3 SCALE: NTS A-3 SCALE: NTS 2 2 BOUNDARY SURVEY I0T- Lot 104 of MAN" AIR 1,4EADOWS, the r ofoccordinGtoLkhereo4recorded n Plot Book 29, Pages 3. the Public r,,coras o- Seminole County, Florido. Ok to install screen room with insulated roof. APPROVED PLANS Meets approved setbacks for Mayfair Meadows subdivision. -IRAPHHI SCALEE LINE DATA: IN FEET LiAINE 1 inch = 30 ft- S 89'59'48" E 60.44"(P) rN0 Va- IRC S 89'58'59" C, 60.41'(M) No wmeER FC IS 0-9'SAXE L2/LINE 2 FC IS 0.4S.0.7'k-1 N 00'00'12" c 49.96'(P) N 00'00'04" E A 9. 98'(1 Z- SE, V, RC W1 7725 FENCE Is 12,N-z L3 /LINE 3 N 09-00'22': W 33-82'(P) N 08'39'32" W 33.64'(M) 4.' WF 4' WF L4 ' A INE 4 N 26-46116" Ivil 33.82'(P) F'o 5/8' IRC 1.8 447.5 N 26*14'44" W 34, 3 3'(IVI I) L5 AINE 5 Ni 43'24'-i 2" W 36.22'(P) N 44*14'05" IN 3 6. 0,8 ` N FC iS 0-9*W L6/LINE 6 ACL N 46"30'00" IN 20,70'(P) 0. 157— 30.2' N 45'50'22" W 20.92'(M) L 13 FENCE is 0.9,C L-'/LINF 7 N 89'59'48" W 20.22'(P&NO M Cra 1-8/L!NE 8 WF N 00*0012" EE 50.00(P) M AVO V.r R40 5/8-;.R N 00'45'41" IN 49.77"M*' In C FC IS 0-2'S, 0.4'7- L9/LINE 9 7.55' S 89'59'48" E 4.39'(P) Cff 94: N 89'48148" 4-3 i 00 0 2 94 T 6' PPF FNDoro k Y.- WAVCCDO [3 LE S T 50' RIGHT OF WAY PER MAYFAIR MEADOWS PLAT BOOK 29, PAGES SEP rp 2016 E/P Page 1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts _ Publications 3 FBC Staff BCIS Site Map Links Search OSER: roduct Approval 10 Public User - Product Approval Menu > Product or Application Search > Application List > Application Detail 1 I(j FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 elitealum@aol.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. at CBUCK Engineering 66 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Independence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 9/26/2016 Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xI lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"xO.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwo.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EChuk Credit Card Safe 9/26/2016 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 16.17 157E 1 15.03 14.10 20 13.44 10.35 30 10.78 6.60 40 922 50 8.17 W4162....9282607./0706.81 80 6.33 4' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 i2.50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 6.22 60 9.13 933 7.51 3.64 70 8.52 8.52 5.58 1.07 80 8.02 0.02 1 3.64 6' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.00 1 21.24 21.47 20.85 20 18.0E 18.06 18.06 18,06 30 15.13 15.13 15.13 15.13 0 13.31 13.31 13.34 13.34 50 12.10 12.10 12.10 10.91 60 11.17 U.17 11.17 8.43 70 IOA4 10.41 10.30 5.95 80 9.85 9.85 8.43 3.47 3' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 17.50 17.50 16.91 15.96 20 19.64 15.96 14.06 12.1E 30 15.17 14.06 11.21 8.36 40 13.69 12.16 B. 4.5E 50 1222 11,26 5,51 0.7E 60 10.75 8.36 2.66 70 9.27 6.46 80 7.80 4.56 4' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 1924 20 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 10.49 4.38 BO1 10.95 8.74 1.75 6' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) 120 L/180 L/240 10 4.00 24.00 23.42 20 3.21 21.82 20.22 30 1.63 19.42 17.02 40 025M15.30 17.02 13.82 50 47 14.62 10.62 60 89 12.22 7.42 70 5.30 9.82 4.22 80 3.72 7.42 1.02 3' x 0.024 x 2 - LB EPSPANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF)1 MAX. ALLOWABLE SPAN (FT) L/ 80 L/120 L/180 L/240 10 19.33 18.95 18.31 17,66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 13.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11.57 11.16 6.62 2.07 80 10.26 9.66 4.67 4' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF)1 MAX. ALLOWABLE SPAN (FT) L/ 80 L/120 L/180 L/240 1D 21.97 21.97 21.52 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 60 15.96 15.96 13.24 70 14.75 14.75 11.58 JLN 8013.55 13.55 9.93 6' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF)1 MAX. ALLOWABLE SPAN (FT) L/ 80 L/120 L/180 L/240 10 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.16 21.33 40 21.75 21.75 21.33 2020 50 21.02 21.02 20.49 19.07 60 20.29 20.29 19.64 17.94 0 19.37 19.57 18.79 16.81 BO 18.84 18.84 17.94 15.68 GENERAL NOTES I. Composite panels shall be constructed using type 3003-F1154 aluminum facing:, I or 2 PCF ASTM C.-578 carpenter braltd EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2 Elite roof panels maintain a UL 1715 (int) class'W (ext) rating and are NER-501 approved. 3. ' Phis specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 516 Edition (FBC). composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803. Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. ' rhe designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from theallowable loads tables and spans in this approval. 5. Deflection limits ]rod allowable spans have been listed to meet FBC including the 1-IV[-[Z. In HVFIZ, this product shall be used in structures -' not to be considered living areas" per Section 1616 unless impact resistance in accordance to the 14VHZ requirements are met. 6. Safety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Pare I and conforms to the FBC Chapter 16 and 20 7. testing has been conducted in accordance to AS3'Iv4 E72-05: Strength') est of Panels for Building Construction. 8. Rtf rcnce test reports: tw,rrOS-1988. ff ri 06-2104,MEI'l-06-2066, IIF I1-06-2105. 1 IETI-06 2067, 1-1F..T1-05-1002, HE'f l- 06-2107. HI-fl-05-1987, 1-ILI'1-06-2069, FIF'1.1-06-2070, HET I-O6-?07.L Hl'11-05-1994. lil'_-fI-05-199L HLI'1-06-2072, HETT-06- 2073, HE"P1-06-2074, HETI-05-1996. HE'f1-05-1989, HF-H-O5-1993, HE'r1-05-1985. HET)-O5-1995, HET)-0S- 1990, FIL•' I'I-05-1997,1- UH-05-2037, HE-1-1-05-2029. HLI'1-05-2039. FIL'I'1-05-2030, HG"fl-O5-2041, HL 1-1-05-20a8, t1El'1- 05-2036, IIETI-0.5--2031. HETI-05-2038, FIFTI-05-2065, FIETI-05-2040, HETI-05-2042. 9. Linear interpolation Shall be allowed lbr figures within the tables shown. 10. Panels with fan beans shall be considered equivalent to similar panels without fan beams. Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF) 1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20. 11 20.03 19.42 18.81 20 19. 02 18.81 17.58 16.35 30 17. 93 17.58 15.73 13.09 40 16. 83 16.35 13.89 11.43 50 15. 74 15.12 12.05 8.97 60 14. 64 13.89 10.21 6.52 70 13. 55 12.66 8.36 4.06 Be 12. 46 11.43 6.52 1.60 4' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF) 1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 24. 17 24.17 24.17 24.17 20 23. 64 23.64 23.41 23.11 30 22. 57 22.57 21.90 21.0d 40 21. 51 21.51 20.39 20.45 20.45 18.88 19.39 19.39 17.37 F 18.3318.33 15.86 17.26 17.26 14.35 6' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF) 1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24. 00 24.00 24.00 23.84 20 23. 65 23.65 23.34 22.84 30 22. 94 22.94 22.59 21.85 40 22. 23 2223 21,85 20.85 50 21. 53 21.53 21.10 19.86 60 20. 82 20.82 20.36 18.87 70 20. 11 20.11 19.61 17.87 80 19. 40 19.40 18.87 16.88 D KIM ASSOCIATES, LLC CONSULTING STRUCTURAL_ ENGINEERS PO BOX 1W39 Tampa, FL 3W79 Tel:(813) 857-9955 Rev/Det Description 1 ISSUED FOR PRODUCT 2008 APPROVAL 0 28rze ISSUED FOR 2WT e PRODUCTAPPROVALNNISSUED FOR 2010 FBC N 2 PRODUCT APPROVAL ISSUED FOR FSC sk], Q N EP- PRODUCT APPROVAL J Q toJ 0W aza C h a1' Q O ^ W 1nt- m t° o -gU n- M =) n rn - 1 (L 0 0 2U_ ggx U o Y 0 a Era) UaW cFCj Ir Eye 0Zw C Q OO2 O F 0) J UO O JQ In ULr) I.L.Qo m OL W 0 J lLSEALJOINT WITH CONTINUOUS CAULKING f DRAWNBY; DYK 0000 000000 OOO O O O O O O C) CHECKED BY: DVK SCALE: AS SHOWN DAT 7n 9112 IIIJI M .-Us INTERLOCKING CROSS SECTION OPTIONAL O GUTTER O V, Y. I GRIP CAPalSLOPE 4' MAX WIDTH INTERLOCKING Q PANEL [1/4'/FT MIN SLOPE) CE NSF 0W No. 4Ei7('EON K .E. 1r 00000000000 z P. EPS CORE ILB OR 2LB 00000 00 FLA. R . NU 4 o 0 0 0 0 o A o 0000000 4 ALUMINUM BOTTOM 00 D SSOCIAT I FACINGS OD A426887 I-CLEAR SPAN tU INSIDE TO INSIDE OO O'H.. W' STATET Pa. FL 1 0o F tr COR% a ENGINEER OF RECORDTO PROVIDE FORROOFCONNECTIONSLADOTHICKNESS OF O 00 36' MAX ]N FRONT L25% 4' G` zs-15 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL THIS OR ANY OTHER ENGINEER. PANEL SPANS 00 OF PANEL WIDTH 2 SIDES 00 112- MAX AT SIDES) NAL Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET !OF! THIS INSlUMENT PR RARE Name: G1_% t `"' Address: ki TOF COMMENCEMENT Permit Number: 01 2 Parcel IDNumber: —.-- ..-..____ 1-ity undersigned hereby gives notice ;hat improvement t> 11 6e made to certain real property, anti in accordance witi? Chapter 713, Florida Statutes, the folio+mine information is provided in this Notice of Comnienceirient. 1. DESCRIPTION RO TY((e(j-al description or the piaperfy and stfeet address if available) Lx: i GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATON IF THE LESSEE CONTRACTED FOR THE IMPROyE1V+ENT t glen-+= and add s:i; '.L- " 1t T-- t = a Fee Simple Title Holder .if otf er iha, h owner listed atove) Name'---___—__..___.__._._-,_..—_--------_--------. — A. CONTRACTOR Name i`%.- l fi T%4 -{-LriS Phone Ntfmher: j _. - A dr 5. SURETY (if applicable,,a copy of the payment bond is attached) Name _ _ -_- __ .-_ . _ _._ _ _.... _ ..... Add Amount of Bond: 6. LENDEP: Nang:____.-_.... Address_ 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)( a)7.. Florida Statutes. Narne: Phone Nurnber: Address: — ---.— ----- -- --- ----- S. In addition, Owner designates . _:_ ---- - - of ---- -- --_ .-- io receive a copy of the Uenor's Notice as provided in Section 713.13( t)(b), Florida Statutes. Phone nurnber: _----------------.- -- 9. Expiration (Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING_10 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER HE EXPIRAI ION OF THE NO! ICE r)F C,ONIMEN( EN'IEIJ f / r E COtJSIDEREO IMPROPER PAYNil ENTS UNDER CHAPTER 713, PART f SEC.TI0N 71313 FLOR1DA _ AiLITE`, ANf) CA R E S U L F iiI PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE JI C,0t%,!MN EMENT MUST BE RECORD' ANG POSTED nt1 I . JOB SITE BEFORE THE FIRST INSPECTION. IF YOU IN?FND TO OBTAI+,t rINA.NCING CONSULT lNfll-H YOUR LFI`1L)EP OR, ANr Al 1- NE BEFORE COMMENCING WORK OR RECORDING YOUIR NOTTCE. OF COMMENCEMENT, Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my kooviledge and belief. E ',xy , .-c'' tfi 1 i \*- 6 - E. t ': 4 ,-„i..ir'''."'.•. A.IL i L 1 C.>,rc L. yr-ini r a n r, hluClj State of _ _ AAA- Count of iV" 1 The foregoing instrument was acknowledged before me this by P m - of per on ttakina who has produced identifica type of identification produced: — 01,16110o ub 10 qFF F Exp sStater F b dfpn Ar I''V18 t day of 4V o is personalty known to the OR rJa d onel1->. ..Oe, yR1iF1E000tTY- P NN NiQRSE i1 CLERK OF' 14E CIR CO RT AND r "` r $ ? S comp"I'ft" UL fA a a Ss.ml,NOL c V PL rPrrf4`` ;:syq• w - DCPUTY CLERK