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208 Marc St; 17-2590- RENOVATIONSCITY OF SANFORD f BUILDING FIR P . AUG Z 4 2017 ( Q 8 E REVENTION U PERMIT APPLICATION PPA lication No: y Documented Construction Value: $ Job Address: 20f More- 5+. %wQ/d - Historic District: Yes No Parcel ID: Ip - ZO - 30 - SOf ' 0000 - 0IgO Residential Commercial Type of Work: New Addition Alteration Repair ® Demo Change of Use Move Description of Work: QDIGtd So-Fr-4 -raC.a G++-vddr Z'XT ZtvT jzearsg pp&L Replunb 5wpPlq 00.0t3T046iotai-s Add SMotce Atlecows ARW Flat-Foidutes Plan Review Contact Person: A u . A L w-jo ^-J Title: Phone: L10-1 M - ?M Fax: Email: dGu.64 6 11 vioyewl• cc)" Property Owner Information Name -Togo -+ al My M "& 11 Phone: Street: 2O2 more- 54. Resident of property? City, State Zip: 5G"Id. 1=1 32 773 Contractor Information Name UV4.00 Ea 4AAf1.US ;raC. Street: T. Q . eoic Z ?O ? City, State Zip: -F( 3L774- 2 707 Name: N I / " Street City, St, Zip: Phone: 1/07 329 - !P7,P< Fax: State License No.: C 8C 05-7 Y5-7 ArchitectlEngineer Information Phone: Bonding Company: A4j4Q OLowes _J7.43 Address:?. D . soy 30 1.(Io L40 51 tj MX 0 70? Fax: E-mail: Mortgage Lender: N Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will- be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. v FBC I05.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application v> 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 verifWtion that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sig n`a use of Owner/Agent Date Signature of Contractor/Agent Date Print Ownerf.Agent's Name /-, 7 MY COMMISSION # GG 009228 EXPIRES: July 6, 2020 Bonded Thru Notary Public Urder011ers Owner/Agent is Personally Known to Me or Produced fD Type of ID Print Contractor/Agent's Name MY COMMISSION #FF150391 EXPIRES: OCT 24, 2018 Bonded through 1 st State Insurance Contractor/Agent isPersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: - —)t UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Q-r0-0 Revised: June 30, 2015 Permit Application r• 01 NTON ENTERPRISES INC PH. 407-328-9786 DAVID@ LINTON E NTICOM Scope of work 208 Marc Street, Sanford, A. 32773 1) Pressure wash and paint exterior. 2) Replace front entry door 3) Replace all windows 4) Replace sliding glass door 5) Replace garage door and opener 6) Install aluminum/vinyl soffit and facia 7) Re plumb all cold and hot water supply lines 8) Install 1 new 40-gallon water heater. 9) Install 2 toilets, 2 vanities, kitchen sink and faucet. 10) Install 1 new bathtub. 11) Re trim all outlets and switches. 12) Install new smoke detectors as per code. 13) Remove and install new cabinets, Kitchen and baths 14) Repair all drywall surfaces inside. 15) Replace all interior doors. 16) Paint interior walls and ceilings. 17) Remove and Mstall new appliances. 18) Install n(4v w?ll tile at replacement tub. THIS INSTRUMENT PREPARED BY: Name: David Linton Address: P.O. Box 2707 Sanford. FI. 32772-2707 NOTICE OF COMMENCEMENT State of Flofeda County of Seminole Permit Number. GRf'tl%i T Nr'tL(.3'r' 6ENIHOL-E C.'OU 1TY 11:1.-ERK OF r IRCL11'T COLIR.T & COMPTROLLER CLERK'S 2017V-5?v5 43e5 Fi'I RE:f,, ,..,,a Parcel ID Number: 10-20-30-501-0000-0740 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 74 Groveview Village PB 19 Pqs 4 to 6 GENERAL DESCRIPTION OF IMPROVEMENT: Re hab as per specs . replace windows,ext doors, cabinets , re plumb, paint, patch drywall, OWNER INFORMATION: Name: John & Alma Mc Call Address: 208 Marc Street Sanford, Fl. 32773 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Linton Enterprises Inc Address: P.O. Box 2707 Sanford, FI. 32772-2707 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) 8/8118 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the hqs of my kno ledge belief. t Owne Signature Owners Printed Name Florida Statute 713.13(1)( ):,"The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of OYI d0 County of MnQj-C-- The fo rre goiin/g instrument was acknowledged°` jbefore me this day of 20 by -- 1` 1 i 1 l'( C ( i2 ..1 'I Who is personally known to me Name of person making statement OR who has produced Identification L1" type of Identification produced: i. I i1 1 f . p;;? y, KIMBERLY R. PAUL MY COMMISSION # GG 00S223 EXPIRES: July 6, 2020 ? ROf lt P Battled Tlu" Notary Public Underwriters Notary S Revision Response to Comments L9' Permit # l -7 - ZERO' OCY052017 Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Project Address: 20 M a rG S1 Jc,u•FJ Contact: o—, a ct 1-1 V fV"`-, Ph: b0l 5'2!i ^ F2 9 9 Fax: Email: C(Gu - c4®'r' eCUB Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: / P( OW) WILiA ROUTING INFORMATION Approvals TY OF SXNFORD FIRE DEPARTMENT Application Number: 17 `2590 Project Description: Residential Alteration Job Address: 208 Marc Street Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 10/05/2017 Contact Name: David Linton Contact Email: david(&Iintonent.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of an Exterior Wall floor plan — must indicate the location and size of all windows and doors that are being replaced. Can be hand drawn. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner w C:) CY) M a. LO ok 2 0 cc C N w Z U) 0 U LLJ 0 LLJ 0 0 W O 0 V— cc c a: w ow 0 z M) ou F- 0W: D < l , w- 0 Cl) OT200RU-06F- < ozz (Lu - -) LLM, M- rn -< j 6 O 2ww9i:10H is 'RON20Z LL 00 Om=,—am wozzwLrci uj z 1. 0: Cl) m < w c6m D Z awngW-Oo cry o Wo 2) < (n 0 a: City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 2 5 9 0 Project Location Address 208 Mort s{r.&.e'T $4 ule- ff As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging ry C6564c Sliding 5 ow It" co"c Up% -a 3 S Sectional wt ,p Roll U Automatic Other 2. Windows Single Hun i er (you os ZGY t J+{ 911. D Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits ughinvm* eork Soffrr Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) S. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 OPTIONAL OSB GLASS OR 1/0• ACRfl1C IRS AVAILABLE (SEE SECTION B-B). oPOONAL ACRTJC 15 PI/SKOUIE OPTM ONE J' TALL . 20 G U-BARS ON OTHERDOORSECTIONS, 41 11/13/2000 QTY.(I) WAS (2) FOR TRACK BOLTS 5 05/19/2005 11UPDATED CODE REF., SPECIFIED OPTIONAL ACRYLIC. 6 10/07/2005 ADDED ROLLER OPTION 7 11/2008 ADDED UPC; MAX HT WAS 14-0. 8 02/2012 JUPDATED WINDCODE CHART B B M GA.MIN. ENO STRES ATTACHED TO DOMI HORIZONTAL TRAM( SIAN'ORf BY SON WITH PATENTED TOC-L-LOC SYSTEM DOOR NSTN1Ei (TO SUIT) TOP. BOTTOM M CENTER). THIS DOOR MEETS OR IXCE1]IS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIN 13 G CALV. STEEL RAC BRACKET. BLY.MNG CODE OR TIE NTEINATOKV. BUDDING CODE (BASED ON EiACt FASIfTED ro WOOD J.WB NN ASCE]-10) FOR THE FOLLOWNC CONDITIONS: 1) ENCLOSED (3) 5/,ek1-5/KY LAG SCREWS. BECNG, 2) OOMt HAS 2' Of WETH IN BWMNC'S END ZOMM: ANY ROOF SLOPE, AND 4) TESIING N ACCMmWLE WITH BLS.. B HEAEK DOUBLEM.HN-UFTTRACK LOW ANSI/OASLN 10& SITE -SPECIFIC CALCULATIONS BY A MAAIED HFAD00011. -ROOF TRUCK OETiCN fROFESSIONK MY OFFER. Mux FOLLOW-TICAL LIFT TRACKANDVERTICALLIFTTRACT( ULTWATE WPM • IQ ASS ggX 2' CKV. STEEL TRA2K. ARE AVNIABE OPIICNS. 3' SPEED OPIU IEO TES 13S d TRACT THICKNESS TRACK NSO AVAILABLE. rl a IV9. 2-1 2'v12 G GALV. STEEL TRACK BRACKET. VEY1 'a' GTE Y B, C, B B, C, D B, C B, C S t ( {• 5 7IIUJ( BRA4(ET9 PER E ((((UP TO 80'HN(l133. h 6 TRUC 9TAp(EIS PER SDE (UP TO 12' Mpl . ESS ] 1RKK BRIGI(E15 PER 99Ed(((' UP TO 1t8'RACI(E)})I• TEAR ROOF NEIOIT 25' W' 23' CI' 30' V(} 1flIDK BRACKETS PER SDE W ro 1S' HIMi. i 1• 9 BETMEEH FUG AEA TT UPT TKO N1 e' NNN. i C b Nor TO ExC® 3p' oc. 7 1 0(iIf i• lEKCRr 1 C VTEM • / 1N0/0• SHEET 1 MEAL SCREWS _ LHR TOP BUCKET LOOK POSITION O O DOUBLE HORI2MRK1408 '" 8 ( BOTHm PUNT OdO1G a rEW on 1/{'4J 4• SEIE _ T SCREWS III G mKTE HeNGE1 Keep ' LtIBLLffie0E LOIY XFADNOMI OPTION Y4 G MN. STEEL SICN COATED MATH G-a MN. GKVAWZNG, BATED -MN PRIER. AND A BRED -ON POLYESTER TOP COAT APPLIED TO BOTH SIM OF STEEL SON, If DENSRY POLYSTYRENE PION INSULATION 1-5/10' THICK WITK.INYL H IRCELL flan DIMLATm MODELS MLY). SHIP LAP JOINTS. — 3' TALL U-BAR 20 G DAILY STEM AWN. YIELD STRENGTH: 50 MIR 11 3 1 T 12 G GKV. STEEL TOP ROLLER BRACKET. HALT BRACKET ATTACHED W/ {) 1 {.5 *SHEET METAL 14 G GKV. STEEL ENO NNCE ELAN MEEro ENa (4) 1/ 4•.3/4• SELF TAPPING SCREWS. E ncvemBs 1: TO oo pp OOM` 10'9ro DOORS GDDro 1Y3, INRICONASf OF4 )7 SLSECIgMS NOT OMV1 . DOORS d'O'H 1GH CDDNSISSTT OF (10Sf SIiN0 NOT`NG"NI DOORS 1 8 TO1LATER. S7Wf LOCK 8NR ENGAGESN TRACK WIBDE EACH SIDE a OF DOORvmwm, , IS G GKV. STEEL BORN/ BUCKET. ATTACHED YWIH (2) p1 / B• BEET MEAL SEVP LATCH ENGAGES OHIO VERTCK TROC K. MINE SNAP LATCH ON wTErL STILEEUH 5ICE OF DOOR. o0 aBTsoe KEYED VHME scREVs _ SMILE nerl NAINME TALL . U-BARS OTHER SECTION. FRONT FRANCWITHU. V. cGTNa ON auTSEE SINFACE IW(,4, PAN HEAD SLEW ICI SKEWS PER CITE) 1 2 v3 LAO SCEWS ON 19 CENIEPS. ,-1 O.G.CNRTFRS1%2' TA1 RECREO. LX SCREWS MAYLANK1//4'v{• DPCMI SCREWS ON iDi f210EP5 (1.OA pSI WN. pNp, WASHElS NCLlI0E0 WIR TO PROADE A FLUSH MOUNTING DICE. IM[ZORTNOT AL .NIBS00NOTTRANSFERROvO. SFEyE ,WWOIS, (• OA TOIL W.WIF% REOUOEO WaN TAPCMNS AK31M6 MAY BE COINRRARY( SLR NOT TEOUYED) PROVIDE TO A FLUSH YOUNT9IG SURFUEHOB2MRAL JAMBS 00 NOT TRANSFER LOAD. STOP MMODING BY DOOR INSTALLER ( TO SUTh 2.6 YELLOW NNE .ALB 20 G MIN. GALV. STEEL END STILE 20 G GALV. STEEL INTER. SIRE 12 G OKV. STEEL TRACK BRACIKEIS FASTENED TO WOOD INMBJ WITHONE 5/15'.1-5/ 0• LAD SCREW PER TRACK BRIOKET. ROUND PU` HMUY ONE PER RMLER) 14 G GALV. STEEL CENTER I 2• GALV. STEEL TUCK FASTFCEO ro 14 G OM,V STEEL ROLLER NB1Q$ F TO INTER. sB.ES W 1M5 a 511EEf MEEK SCRE 2 G GALV. STEEL TRACKBRACKETSTRACKATTADXFDroTOGABVLNET M1TX ME 1/41q/0 BOLT 0 NUf F TO ENO SfKFS 1418 FRET METAL SCREM5 AO 1 { W{ SELF TAPPING SCREWS PER ENO HINGE. OR TWO 1/4• dA RNES. PRFPARAKW Gi LANK BY nTNFrx_ 2' TO BAIL SHORT STEM STEEL ROLLER IRON STEEL OR NYLON TIRE SECTION C-C END AIDE BOLT STILE LOCK ENGAGES Nro VU" 1CAL TRACK ONLOCK ON EACH SIDE DDIF 2: 111E OESKri Of THE INO SRUM(PAL EIEMENR DESIGN ENGINEER: MARK WESTERflELD, P.E. SOF sAl B: THE RESPaKmlunTHEaTHETNiOFESSIONKofFLORIDAP.E. N48495, NC P.E. N23832, TEXAS P.E. /91513 ROL RECORD FOR THE BULGING OR SRUCTBRC AND N ACCORDANCE DESIGN L ADS: +24.0 PSF & -24.5 PSF. 1 9 WITH CURRENT BUILDING cooEs FOR THE Laws LISTED ON TEST LOADS: +36.0 PSF & - 37.0 PSF. CLOPAY BUILDING PRODU IS COMPANY exs WALE eLw. AGRR(NG AYDPLGT COOD C- PAN-2F141 VINILOAD RATING MAX DOOR SIM pily(513) MASON ON 4. 5040 770- 4000 W 4 16• 0'W % 16'0'H ID GRID OATG 11/12/ 96DESCRIPTIONBuilding Products OW" GWP'`'N N RAM J RE CLOPAY CORP. ALL RIGHTS SEtR\'m. BRAVA BY MWW MODEL 692 + 24 -24.5 PSF DES. LOAD CHE 2ED sr B RAVING NIW/KR 101781 vEfi BC Company FUDI MA FR0DMC7 APPROOWQL5670 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Constriction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKE TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. W-AWU11:In1 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. Fa[y.r xuau ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. pGC.E.N S No 74021 3 STATE OF :i 0R. IS IO N A E -. . CERTIFICATION OF INDEPENDENCE 2017.06.06 15:48:16 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALC15001.2 a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location V b. 12" T4 Soffit-4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location l Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location l FL12194-R5 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 11- Fastener Fastener Location 1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 Max. Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch 0072-inch dia. x min. 3/16 f40.0 16-inch 24-inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8 inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 2 FL12194-R5 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC CREEK ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Max. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel1o. -inch leg staple spaced panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width iPsfl Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x tench 0.072-inch diameter 24F-1 12 inch Wood leg staples in min. 2.25- Wood leg staple spaced 8 finishing nail with min. 80/-90 diamond pattern inch x 7d ringin One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing 1/4- aOne (1) 18 g. One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8-inch o.c. 1) 7d x2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC CREEK ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width iPS Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) - Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with JI-Channel Wall Connection Center Connection Eave Connection System Panel IKDP No. Width psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 g, - a . /< One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 6012-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- lleg staple spaced 3/16-inch head spacedininchx7dring shank nail pattern spaced 16 inch o.c. ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each NSYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga. , anchored to ga.114-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w TECHNICAL SERVICES, LLC CREEK ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System Na I Installation Detail Min. 3/8" head dia. nail with min. lti" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I \—.F"CHOANNICHANNEL WIDTH VARIES) 12F-3 Wood , Conc-t- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL M ALC15001.2 FL12194-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 3' `, SOFFIT STAPLEOPENRAFTER 3/4" x 1/4- I I ; DIAMOND PATTERN DETAILI3/8' STAPLES f 1 USNGNA DIAMONDI` BETVM/ - III srnaLEs i + PATTERN FACIA BOARD i FASCIA CAP 12 F-2 3/4" X 1/4" CROWNJTRIMMLFACIA BOARD 8" 1T—"F' STAPLE ON CENTER 1-3/4" TRIM NAIL P CHANNEL CAN BE PAINTED S.S. 48- INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT— max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 2of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3res s ` SOFFIT STAPLE ' GIST DIAMOND DETAIL1-3/ir PATTERN FACIA BOARD WTWMj STAPLES / J 3/4" X 1/4' CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1 /4" CROWNJN"AJL,— CIA 8" 11-3/4` BOARD TRIM NAIL STAPLE ON CENTER Pscrewedtosoffit one(1) #8 x PAINTED S.S. 48"with FASCIA CAP 1/2" x3/8" head O.C. diameter screw, X 1/4" 16" o.c. WN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"x}" CROWN STAPLE OPEN RAFTER - FASCIA BOARD 14 GA 5/8" T-N4Q 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT S FASCIA F" CHANNEL DETAIL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1%" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. _ FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 Paqe 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nT„P , SOFFIT STAPLE" OPEN RAFTER 3/a' x 1/4" ; ; DIAMOND PATTERN j L ;DETAILCROWNSTAPLES USING A DIAMOND 31W BETVEEN STAPLES i - PATTERN FACU1 BOARD ` i i FASCIA CAP 16F-4 rr 3/4" X 1/4' CROWN FACIA BOARD 8' 1-3/4" TRIM NAILT-"F' STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE D.C. FASCIA CAP NAILING FLANGE UP OR 3/4 X 1/4" DOWN CROWN STAPLE SOFFIT- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. - FASCIA CAP SOfftT 1"x}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"xe CROWN DIAMOND STAPLES SOFFIT &FASCIA USING A 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE SE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT 8 FASCIA F" CHANNEL DETAIL 9 SOFFIT; MAX. 16" SPAN W/ SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. [Installation Detail 16J-1 3/4" X 1 /4" CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4" TRIM NA) PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3s `, SOFFIT STAPLE'LES 1 DIAMOND PATTERN FACIA BOARD 11 L- 3/9. lrrvxr„ % D ETAI L STAPLES / ASCIA CAP 3/4- X 1/4" CROWN STAPLE "B" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1"x}" CROWN' STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TO SOFFIT STAPLE I-x;" CROWN STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 I"xI" CROWN STAPLE FASCIA CAP; REFER N\- TO SOFFIT d FASCIA \ DETAIL / Nominal 1"x2" SYP 8 F-CHANNEL R" BattenAnchored to SOFFIT; MAX. 24'• R atterrs with one Td Ring Shank Nail at W000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1-1" SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT 1"z}" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL724F-5 11-r1" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal i"12" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one 1d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.2 FL12194-R5 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS FASCIA CAP SOFFIT 1"x}" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1"xj" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"x2" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one 1d Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. " 1"x}" CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1"x{" CROWN. STAPLE DIAMOND PATTERN RAFTER DETAIL L FASCIA BOARD SOFFIT & FASCIA 1 J" TRIM NAIL PANTED ss. DETAIL 24J-1 & CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT b FASCIA Nominal V x 2" SYP battens DETAIL 8 \ scabbed between rafters and SOFFIT; MAX. 1r." J-CHANNEL secured with one (1) 7d ring shank nail straight -nailed through the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d ring spank nails toe -nailed on either side of the battern at the batten/rafter intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. " 6. Wind directionality factor, Kd = 0.85 7. V,,it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind:Pressures;for.Soffitsan Ex osure B Building Type Zone Mean Roof Height ft.. Basic Wind Speed rh h , a, 120 130 140 1;50 160 170` 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.-8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 5078 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1Enclosed Negative 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 1 -24.1 28.2 32.8 737.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed Positive 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Ja CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type. yp Zone __ Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 :` 180 190 200` 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69-.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9Enclosed Negative 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7Enclosed Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone' Mean HeightRoof ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9Enclosed Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4Enclosed Positive 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" r 1/8" HEM 15/B" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/6" 1/8" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0.25" TYP 0.125"TYP 18" BLANK 3 / 8 PROFILE 2.175"REF 0000a 0000 0000o s 0000 00000 6 0000 ALUMINUM COILS, INC Soffits Appendix D r ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a.` CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" 7/8" 1 3 1/ 1/2" / N"_z 1/2" Y Y/ 1/8" 13.75" BLANK 3/8" PROFILE 2.175"REF 0.25" iYP 0.12"i 7YP ALUMINUM COILS, INC Soffits Appendix D 8"_ i _ 3 1/81, 1/2" 1/2" 112" R 3/8" o 0000 a000 a0000 0000 a0000 a000 END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CITY OF SANFORD BUILDING & FIRE PREVENTION F PERMIT APPLICATION Application No: 17 - 2 F9 4 Documented Construction Value: $ q, S6 Co , Job Address: Historic District: Yes No 9 Parcel ID: Residential,M Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: -T— S*,e¢/ - - e ti Plums.- Q i' ..- & f t`x7 >7 S /4,P Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name /4.9- l7. Sir „'- /I S 4 P166 Z,,.c Phone: r-rd 7 -- 5-1 7 Street: Fax: City, State Zip: FG 3 Z772 State License No.: C' f p t-f ( 7 LtO Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may bee, found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IP 17 17 Signature of Owner/Agent Date Print Owner/Agent's Name r - Signature of -State of Florida DEoBIE 5LAN?ON Go%, % SSION # V= 178G48 EXPIRES: Fe'oruary 25, 2019 o^ zd Thru t'otary , u , Untie writers Owner/Agent is Produced ID Permits Required Personally Known to Me or Type of ID Construction Type: Total Sq Ft of Bldg: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known'to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing[] Gas[] Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application AAN STEVERSON PLUMBING, INC. P.O.BOX 336. SANFORD ,FL., 32772 407) 349-2030 ASTEVERSONPLBG@YAHOO.COM Name/Address LINTON ENTERPRSES P.O. BOX 2707 SANFORD, FL. 32772-2707 Estimate Date Estimate No. 10/17/2017 404 Project Description Qty Rate Total 208 MARC STREET, SANFORD, FL. INSTALL NEW WATER LINE TO HOUSE AND REPIPE MATERIAL AND LABOR 3,700.00 3,700.00 REMODEL 2 BATH HOUSE INSTALL ALL NEW FIXTURES AND FAUCETS MATERIAL AND LABOR 5,866.00 5,866.00 ACCEPT N CONTRACT 31D GOOD FOR 30 DAYS Total $9,566.00 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 19 - )sq o Documented Construction Value: $ f 11 q0 Job Address: 5W in a t G S4f c &4 Historic District: Yes No Parcel ID: %0 a ' -,AD- S,oI - ojy,) Df)yU Residential © Commercial Type of Work: New Addition Alteration N Repair Demo Change of Use Move Description of Work: 4AeJpu l ts . 1,j1. f t'. (.}i'rc Fo r dvo yrt I, add vJ.tr_ anA GD de4ec u,,r : tvd sf- w4) h-.w a piwwlc { w,'rr;n Plan Review Contact Person: nap t un r e. Title: Nt-, t rt A-3s4 Phone: J40 1-188- 10.51 t Fax: L4oI-9lrg- a009 Email: dayhan+e.&14CL Ct eC riC. Co.., Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name T(' ` y E e-J i`cal (j J r"&f3 G Phone: 1 ' )0'd'" 3D b tf Street: )' j e s f D t t t`= Fax: )Aor) - rl 0 S s31GoD33ga'I City, State Zip: State License No.: Architect/ Engineer Information Name: N 6 Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: v Yt Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and t t a I work will be done in compliance with all applicable laws regulating onstruction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date dunce. 13,,-pie , GiC, Print Contractor/Agent's Name l Signature ot e o lorida Date a° ; % CAROLYN AlOROAN k * MY COMMISSION A FF 16M s EXPIRES: December 13, 20.18 OF A. BmWThruBudget NobtySerrlees Owner/ Agent is Personally Known to Me or Contractor/Agent is -4zpersonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application