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HomeMy WebLinkAbout3310 Mellonville Ave 14-244; NEW SFHJ Application No: ` Documented Con! Job Address: 33 to Parcel ID: 03, 20 ' 31 - S [q - 005o Ij-( L d KCc Pei, CITY OF SANFORD BUILDING & FIRE PREVENTION rMIT APPLICATION 8r;- 6 J .?3 00 truction Value: $q7T(/ Historic District: Yes No)a Zoning: Description of Work: ) A - Plan Review Contact Person: AINd1ZEk) K Uf L Phone: ZYO _ - ZI/S — 65 K Fax: E-mail: Title: AYL au(i aCVI . Property Owner Information Name (-- C (A (1 A-Lyaaa Z Phone: y-7y 6 Street: 3 ( 10 HE-( I NV l _ L E Au . Resident of property? City, State Zip: SAK 6DIlcl R 3Z ' Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: I % Architect/ Engineer Information Name: A( 2 r W G y / Phone: ©7 l 5 6 5 S Street: City, St, Zip: Bonding Company: Address: cAn- f — Fax: E- mail: A' Ktr+: p cf .. e .cowq . Mortgage Lender: Address: 3 PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: l ectrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: u t layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: r- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no Work or installation has coiTliii.Cnced prior tG the 1SSL1anCe of a peniiit and tiiat ail tiGrr:''v'iii i C pCr vriieu i:G 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, beaters, 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 COMMENCI~ MENT 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 NvITH FOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO.IN'IMENCEMENT. 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 rnay 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 Print Owner/Agent's Name Signature of Nota -State of Florida Date Eise Owe NTON= Notaryte of Florida= My ComFeb 25, 2015; ComE 60182BondedTalNotaryAssn. Owner/e e or Produced ID Type of ID APPROVALS: ZONING: if 1 ,'k UTILITIES: COMMENTS: ENGINEERING: 1 17 A Signature of Contractor/Aent 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 _ WASTE WATER: BUILDING: — </— Rev 11.08 I s 1 ! P i s , , j• Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have thelicenses required by law and -by city or iriarice - ---- ---- ----- " --- I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner' s insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www myflorida com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understandcathatIamthepartylegallyandfinanciallyresponsiblefortheproposedconstructionactivityattheaddress listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Addres S f 0 P C"U0 o 1, L=ZAj rn uo and capable of performing conditions specAed:,,AboVc' Signature of Form of FL _3Z3/ VA ee F :J= , do hereby state that I am qualified requested construction involved with the permit application filed and agree to the Must be Photo ID) 0 y=v3 _ Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 THIS INS ENT PREPARE Y Name: C(O r7 Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole q!'ti1m MARYANNE MORSE, SEC+'INOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 08156 Pg 0601; Qpg) CLERK'S # 2013140539 RECORDED 11/04/2033 02:54:23 PM RECORDING FEES 10.00 RECORDED BY.M DeVore Permit Number: 114LI Parcel ID Number: Oi - Zo - yooO , O`er s o 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 P OP TY: Lega escription of th property and stree ddres if avail I ) 3310 IQ 10 tii : AW At "ZI FL DESCRIPTION OF IMPROVEMENT: OWNER I Name:_ Address: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name Address: 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 Section 713.13(1)(b), Florida Statutes. r. 51 To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties/of pmU 2 y, I declare that I have read the foregoing and that the facts stated in it are true to the best y Indge and belief. r Y X c U c1 A[VA 41,62—. e Owner's Printed Name Florid Slat te,,7 ," The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of Fw,, cIG County of E M r Li1Z The foregoing instrument was acknowledged before me this "day of A)0 iJ -, 6&=,, 20/ 3 by sett r' CQ) 0 I (.+,a -e I.- Who is personally known to me Name of person making statement 1 . .7 I I c" I / v OR who has produced identification of identification produc ) ., e- tom., i 0 DEBBIE BLAA CERTIFIEDCOPY -MAR r NE MO^:SE s s 2 • Notary Public •StaFlorida ARCLERIC CF THE CIRCUIT CO RT?,ND `.,;: iT"- a = + M Comm. o ; r; Y Expires 0MPTR ER ;s"•.,d ',: :v o;: SEMiNOLE : UNTY O DA rh''`*„" is `P,^ ery si 3 Through Nation ttGUM BY DEPUTY CLERK'0 Y 042018, Revision Response to Comments Permit# Project Address: ' 14:61,Io Contact: ' I da Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 FL 32:?} l Ph: L10 7 - 3 ?Z - 3 95 S Fax: NoV I " j r Email: Trades encompassed in revision: General desc iption of revision: Building Plumbing II Electrical fCF- ai CA I. -Si 1,A («S Mechanical Life Safety Waste Water ROUTING INFORMATION Approvals -- -- - ---- - - - - ---- - -- - - -- Utilities Waste Water Planning Engineering Fire Prevention uilding Plorida Building Code Online OFACE Page 1 of 2 PERMIT Yk I { F11 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business' Professional Product Approval r , • u USER: Public User Product A.00roval Menu > Product or Ao Dlication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11599-R3 Revision 2010 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Frank L. Bennardo, P.E. Validation Checklist - Hardcopy Received Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 Approved Testing Lab FL11599 R3 Eauiv JELD-WEN ASTM E1996 Equivalency Letter.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZ1... 11 /11 /2013 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 10/25/2012 Date Validated 11/26/2012 Date Pending FBC Approval Date Approved 01/16/2013 Summary of Produrts FL # IModel, Number or Name Description 11599.1 Premium Atlantic Vinyl Single Hung (8100) 36" x 72" Insulated Glass (1/8" Annealed - 5/16" PVB LAM) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11599 R3 C CAC JW-19 PA Vy SH Impact Fin LC65 36x72.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL11599 R3 C CAC PN-19 PA Vy SH ImDact Flange LC65 36x72.odfDesignPressure: +65/-70 Other: Quality Assurance Contract Expiration Date 08/20/2013 Installation Instructions FL11599 R3 II NCTL210-3624-2A.- F01 Installation Instructions.ocif Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL11599 P,3 AE Product Evaluation Reoort 2231.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street 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 email$ 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: rw i 3J a c http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqudhLg8eDpZ1... 11 / 11 /2013 6" MAX. 8" MAX. FROM J.J L CORNERS O.C. I I j 0" MAXO.C. i n v j WINDOW WIDTH (36" MAX.) ---I TYPICAL ELEVATION WITH FASTENERS General Notes: 2M''IN. EDLEDISTANCE a TI I ENHEDMENL snin nnx SPACE A. Z. ----i luA993 SILICONEiAZINb 1 eEAn1 s/a• GLASSBITEI TYPICAL VERTICAL FRAME SECTION NOTE- Cnulk between I unit and opening. r I rV1' MAX A L' l EMBEOMEMT 2k' MDbSTAICE od. d_ Y n_ Existing Hos[ _ The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: insulated Ya" annealed 5/6' laminate -Ya' annealed/ 0.090" PVB interlayer/Ya" annealed Installation methods may be interchanged within the same opening. An impact protective system is NOT required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up 's F; N0' / to the size limitations noted. It is not intended as a guide to the installation :: GENsF'•.: Po . rocess and does not address the sealin consideration that ma arise in different MASONRY NCTL 210-3624-2A) 3 1/4' MAX ty' MIN. EMBEDMENT —I---- SHIM SPACE2Y MIN. EDGE o DISTANCE V o a V TYPICAL HORIZONTAL FRAME SECTION NOTE- Cnulk betxeen unit and opening. Un11`— Design Pressure as Testetl +65/-70 psf per ASTM E10861E1996. Large MlzsOe Inp-t per ASTM EI886/E1996 Max Frare DP IMPACT 36' x 72" 65/-70 YES UJ IF— Deslgn Pressure os Tested t65/-70 psf per AAMA/VDMA/CSA 101/ I,S. 2/A440-05. Installation Notes: 1. Seal flange / window to substrate. 2. Use 3/s' ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1Y4' into concrete/masonry. Concrete Min. f'c = 3000 psi, CMU shall conform to ASTM C90) 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.11.19 10:57:39-05'00' PROJECT ENGINEER: DATE: 3737 Lakeport Boulevard 04/ 10/2010 j j DRA, vrl ev: SCALE: 1!i Klamath Falls, OR 97601 M. Tetzlaff NTS (541) 682 - 3451 P 9 Y No. 73778 — CHECKEi wall conditions. For the complete installation procedure, see the instructions -- packaged with the window or go to www.leld-wen.com/resources/installation. STATE OF Avpaov O •'•. COlR10P:' - This drawing and its contents are confidential and are not to be reproduced or : pa c. PART/PP copied in whole or in art or used or disclosed to others except as authorized b `rP' VL St' PPPY98E. Dn4/6BPFt 4YYt. Ste. 33 tDENTIF JELD- WEN, Inc. Dnnlu 6e6ti^CL 33004 My-- FDPEC—t. of Auth k- 29578 Premium Atlantic Vinyl (8100) Impact Single Hung Masonry Installation (36.00" x 72.00") CAD DWG. W.: R..: 1"" 1 of 5.1 PAVS100_NCTL210-36292,.4 1 6" MAX. 8" MAX. FROMCORNERS O.C. j 70" MAX O.C. Lot 3 U D/ I-.— WINDOW WIDTH (36" MAX.) — TYPICAL ELEVATION WITH FASTENERS General Notes: 1a go. MIN. 3 STEEL STUD O 3 ThreetlMIN. 0— in esreuonoughStutl MAX SPACE"A CE 2 A. LG. --I--- DOW 995SILICONE GERUNDBEAD GLASSerrE I TYPICAL VERTICAL FRAME SECTION NOTE- C-1k bet—, It and aP,,,,g, MAX SWT-SNIM SPACE O-- 3 MIM. T MIN. Through Stud 3 `19 g N NSTEELSTUD The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: insulated Ye" annealed -5/16" laminate -Ye" annealed/0.090" PVB interlayer/Y8" annealed Installation methods may be interchanged within the same opening. An impact protective system is NOT required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to ,vxX`ES F. NO,A, achieve the rated design pressure and impact performance (where applicable) up t th i limitations noted It is not intended as a uide to the installation •'' GENS `: P STEEL STUD NCTL 210-3624-2A) 3 Thread MIN. Penetration Through Stud 18 ga. MIN. STEEL STUD 1/4' SHIM SPACE MAX 3 7 LJ TYPICALHORIZONTAL FRAME SECTION NOTE. Cnuik bet—n unit end opening. Uniforn Design Pressure us Tested. 165/-70 psf per ASTM E1886/E1996. Large M-11, Impact per ASTM E18861EI996 Max rrarc, I DP I IMPACT 26' x 72" 65/-70 I YES Uniforn Design Pressure cs Tested. +65/-70 psf per AAMA/WDMA/CSA 101/I.S. 2/A440-05. Installation Notes: 1 , Seal flange / window to substrate. 2. Use #10 sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads through the metal stud. (Min. Fy = 33 ksi) 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. RO]ECT ENGINEER: a Sze mcess r /' ' =°I. e¢Ia and does not address the sealing consideration that may arise in differentp9Y No: 73778 t = CHECKED BY: wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.com/resources/installation. T,ATE OF of \ APPROVED By. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by 99o;Qd ae pyyl°7Yse, 33Pi IDENTIFIER No. JELD-WEN, Inc. tL 33004ROPEcertBofAutha: 29578 MY DATE' 3737 Lakeport Boulevard 04/10/2010 Zyf SCALE: pEL Klamath Falls, 97601 NTS ii" (541) s8282 - 3451 Premium Atlantic Vinyl (8100) Impact Single Hung Steel Stud Installation (36.00" x 72.00") DNIG. N°.: REV: SHEET 18100_NCTL210-36242A 01 2 of 6" MAX. 8" MAX. FROMCORNERS O.C. MAXD.C..0 WINDOW WIDTH (36" MAX.) TYPICAL ELEVATION WITH FASTENERS General Notes: The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: insulated %a" annealed -5/e" laminate -%8" annealed/0.090" PVB interlayer//8` annealed Installation methods may be interchanged within the same opening. An impact protective system is NOT required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses onll the fasteners re uired to anchor the roduct to // STEEL STUD NAIL FIN NCTL 210-3624-2A) 3 Thread MIN. Penetrotlon through Stud SIB go. MIN. 1/4' SHIMTEELSTUO SPACE MAx TYPICAL HORIZONTAL FRAME SECTION NOTE. C°ulk between unit and opening. Unlforn Design Pressure os iestetl- +65/-70 psf per ASTM E1886/E1996, Lorge Misslte Inpo t per ASTM E18B6/E1996 Max Frame DP IMPACT 36' x 72" 65/-70 YES Unlforn Design Pressure as Tested- •65/-70 psr per AAMA/VDMA/[SA 101/I.S. 2/A440-05. Installation Notes: 1 . Seal nail fin to substrate. 2. Use #1 C sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads through the steel stud at each location (Min. Fy = 33 ksh. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 1 g p .` Eg F. IV Apeachievetherateddesignpressureandimpactperformance (where applicable) up ; ` S ..:..; , to the size limitations noted. It is not intended as a guide to the installation 'vGENs process and does not address the sealing consideration that may arise in different = N 7 r' M p 9 y 'No.73778 l - ae wall conditions. For the complete installation procedure, see the instructions = * , „%'J, packaged with the window or go to www.ield-wen.com/resources/installation. STATE of ''LQ m t. •.'100)Pr' This drawing and its contents are confidential and are not to be reproduced or '. gFDoF. o Ste. PART/ PROJECT No.: A L/ Qa0ApM1epyA,&o 7si copied in whole or in part or used or disclosed to others except as authorized by 98 Eonlo°BeAth! CLy3300433 IDENTIFIER N . JELD-WEN, Inc. FBPE Cert. of Auth N: 29578 MY -- 0/2010 3737 Lakeport Boulevard Klamath Falls, OR 97601 NTS (541) 882 - 3451 Premium Atlantic Vinyl (8100) Impact Single Hung Steel Stud with Nail Fin Installation (36.00" x 72.00") oil"""T 3of5. 1 6" MAX. FROM B" MAX. CORNERS O.C. j 1MAX 0D.C. 3 2 / WIN 0OW WIDTH (36" MAX.) --- TYPICAL ELEVATION WITH FASTENERS General Notes 0.75' MIN TAM. 1.., EMBEOHENI SHin DV 99slumnE GLPBEAUEAD 1 GLASSBITE I TYPICAL VERTICAL FRAME SECTION NOTE. Caulk between unit and opening, l The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300, Minimum nominal glazing: insulated Ya annealed -5/c' laminate -Ya' annealed/0.090" PVB interlayer//8` annealed Installation methods may be interchanged within the same opening. An impact protective system is NOT required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to N0 17A achieve the rated design pressure and impact performance (where applicable) up `` ES, F:.N n% l to the size limitations noted. It is not intended as a guide to the installation r .•GENSF`•..P process and does not address the sealing consideration that may arise in different 'No 73778 = wall conditions. For the complete installation procedure, see the instructions = *-. * * = packaged with the window or go to www.geld-wer.com/resourceslinstallation. •: STATE OF i w This drawing and its contents are confidential and are not to be reproduced or 'YPSEgF N., g y e copied in whole or in part or used or disclosed to others except as authorized by 398 E.DnD c M 004e. B_ JELD-WEN, Inc. & h FBPE Cert, of Auth %: 29578 1/%' MAX Y SHIMSPACE 0.75' Min. XEDISTANCE WOOD FRAME NCTL 210-3624-2A) l/MAXSHIM SPACE IV,' MIN. EMBEDMENT 0,75' MIN. Q EDGEDISTANCE m 1 TYPICAL HORIZONTAL FRAME SECTION NOTE- Caulk beteeen unit and opening. Unlfarn eslgn Press r am 163/ -70 psf peASTM E1886/E996. MlsllaILae np-t per ASTM E1886/E1996 Max Frame DP IMPACT 36" x 72"1+65/-70 I YES UHforn Design Pressure as Tested. 165/-70 psf per AAMA/.DNA/CSA 101/ I.S. 2/A440-05. Installation Notes: 1 . Seal flange / window to substrate. 2. Use #10 or greater fasteners through frame with sufficient length to penetrate a minimum of 1Y2' into the wood framing (Min. SG=0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. PROJECT ENGINEER: DATe 3737 Lakeport Boulevard 04/ 10/2010 JEL AT DRAWN BY: sCALe le0 Klamath Falls, OR 97601 M. Tetzlaff NTS _ (541) 882 - 3451 PPRDVED y: Premium Atlantic Vinyl (8100) Impact Single Hung Wood Frame Installation (36.00" x 72.00") ART( PROJECr No.: IDENTIFIER Na. PLAIIT NAME AND LOCATION: CAD DWG. No.; REV: SHEET 4 of MY-- Venice Window Division PAV9100 NCTL21a362a2A 01 Ut' — EMBEDMENT Q— 075- MIN. EDGE DISTANCE 1/4' NA% SHIMSPACE S-1= GLARINGDEAD 1 5/8' GLASSBITE I TYPICAL VERTICAL FRAME SECTION NOTE. Cuutk betMeen unit and ppenin8. T 1/4' NA% SHIMSPACE 0.75'. MIN. EDGE Z DISTANCE I 0 MIN. EMBCp4E T Existin g Host012Structure - The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: insulated %a' annealed -5/a' laminate -%a' annealed/0.090" PVB interlayer/y8' annealed Installation methods may be interchanged within the same opening. An impact protective system is NOT required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to `.t` .. F. 1, achieve the rated design pressure and impact performance (where applicable) up E,.....NOR to the size limitations noted. It is not intended as a guide to the installation Z.:'GENsfi'•.PO process and does not address the sealing consideration that may arise in different _ Noi 73778 = wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to wvm.leld-wen.com/resourceslinstallation. STATE OF This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by 9eoQ gse. as JELD-WEN, Inc. I PBPEAc ,t. FA r3029578 NAIL FIN NCTL 210-3624-2A) Existing 0.75' MIN. l EDGE Structure DISTANCE 1/4' MAXSHIM 3 SPACE lYz' M1 EMBEDMENT grdb TYPICAL HORIZONTAL FRAME SECTION NOTES [Rink bet•een unit and apening. Unlforn De Jg,T Pressure - Testedl +65/-70 psf per ASTM E1886/E1996, LerBe Mlsslte Inpect per ASTM E1886/E1996 Max Frame T DP IMPACT 36' x 72" 1 +65/-70 YES Unlforn DeslBn Pressure — Tested •65/-70 psf per AAMA-DHA/CSA 101/I.S 2/A440-OS. — -- Installation Notes: 1 . Seal nail fin to substrate. 2. Use k10 or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1%' into the wood framing (Min. SG=0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite" installation http://wvvw.jeld-vven.com/newitistallationtechnology for weatherproofing. PROJECT ENGINEER: DATE: } T 3737 Lakeport Boulevard 04/10/2010 1DRAWNBY: scale EL f j l Klamath Falls, OR 97601. M. Tetzlaff NITS (S41) 882 - 3451 CHECKED BY: TITLE: APPROVED BY: Premium Atlantic Vinyl (8100) Impact Single Hung Nail Fin Installation (36.00" x 72.00") PART/PROJECT N- IDENTIFIER N0, PLANT NAME AND LOCATION: CAD DWG. Ne.; REV: SHEET 5 of VMY— VE'n ICE' Window DIVISIOn PAV8100_NCTL210.36242A 1 uj AM 9 5-a 4 ,a, , -,, _ A,- 0,(J-C.11.1'. c.a <".!I );.:.H 1J a, - ; I L: . p AN I ot',,!JL u; 'DiY r, jTi,,.", M" . 11"•DjU i 4pR) 04. P, -, Ii P 4 P IiJ! M", 0! jl", Oj 1AK, '41 Q! UC-Ljt,+ q1:-- OpA ciql SLpnj',Iul zwimsuno 1,) Pvmsm ooa vwjbjaqI4 1v sasja q Atw6cotlow / :qp- mij kjjr"D PCOM 4NNIM / K aPODIA / WOWS zoo x Wm ATM x x ASS 1C UN I I A,01N zaw = L)!.Aik loft, RH JojO'r' 'Ij ji Sfucno ClU Op Y.p* jr vqo' w l )j jD-.j.' poduj! u.,-, tm!M Oq 0" OW QJ-90 100P Unq PWA Nqubetj LY; ey JO WpXnO OMjo pof, WqM vmap a &Nmp gulwanq jwN pnpw vw JU'U!PeCU.* _,apk.1 U'v.014.1' .1C r'CAX'ds rUc' -ac, IjUkjs cWc. : 4MI-I ::ZXII i 451, Oqj 1! JauC-Jy b,%i io 01W Iklj Ujj"% U1 SI PUU LQq UPTS07, 1Jz) vdwHq0A' ONIMSIno / 1141MSNI JOOCI ss' 016jaq. j N squq4r AuvbOqDw /'Djjspg UIC"ID POOAA 0114M / 410JO POOM / WOWS Lvt1000 b. cd: FA City of Sanford Planning and Development Services Englineering:— Floodpla,in Management Flood Zone DeterminationRecluest Form Name: Firm: Address: City: State: Zip Code: Phone: Fax: Email: Property Address: Vi Ize- 14VIC Property Owner: 1VrA Ke-- Parcel identification Number; - 2c 1- S,lq c) 0007 -)7 -7 Phone Number: Email: The for the flood plain determination is'. F- 1 New structure Existing Strupture (pre.-;2007 FIRM adoption) Eva- nsioh/Addltion E] Existing StfMtu're (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 1 2" above BIFE Post 200.1 FIRM adoption =- finished ,floor elevation 24" above, B,FE,(Qrdinance 4076) OrFICIALUSEyONLY Flood Zone': Base F-lood'.Eil6valtion. Datum: FIRM Panel Number: 12t 17 Map Date: 7 The referenced Flood Insurance Rate Map indicates the following,: M The parcelisinthe: Ejfloodolain F-1floodway F--j Apqrfioh of the parcel is in'the: El flQodplain E]floodway fhe parcel is not in, the: R-fI 6'odplain F-jfloodway The structuro, , is in the; he; F-1 fl.podplain floodWay Er'The structure is not in the: D-flo6dplain F-1, floodway If the subject property is determined to be flood zone 'A', the best available information used to determine, the, 1. base flood OleVation is Reviewed by: Dat T:\Enor- Files\ElevatidhC6rtifi :MeTbod Z6ne Detumination R I ecideM Form. doc CITY OF SANFORD iBUILDING & FIRE PREVENTION PERMIT APPLICATION 049 Application No: 3 1 Documented Construction Value: Job Address: H el l U d ! F AV F— Historic District: Yes No Parcel ID: Zoning: Description of Work: MLTAA JK,(-)T- ILG1D r Plan Review Contact Person: -- J(L KL lOfif2 Title: aVAJ Phone: q 2 9 q : ' Y (o Fax: Q07- 3 6'Y 2060 E-mail: 5N141-.V 0 Property Owner Information 2 Name f_JuA&coo AUy ,__- Phone: YQZ 323 q 7 V Street: _Wn S SylGl8md0 6(2- Resident of property? City, State Zip: S&462q FL 2y2 Contractor Information Name Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) 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 Print Owner/Agent's Name 1_3 COMMISSION # EE 159467 EXPIRES: March 23, 2016 Bonded Thru Notary Public Uaderwritere Owner/Agent is Pononally Known to e or Produced ID 1/ Type of ID L -- APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: 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 WASTE WATER: BUILDING: Rev 11.08 12 1 1 goree that nc the nartu leanlly and finnnrinlly racnnn6hle fnr thk nrnnncerl rnnOnirtinn nrtivity I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: -33(0 t4f,4oN Ut t[t E— SA1462d FL '/ I, LGV/'LaeD `A 7TItCle , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specif,ed abgy. Signature Form of Identification Must be Photo ID) Date A violation of this exemption is it misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9. 14.2009 Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensedcontractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a faun outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner' s_ insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Name:'! Address: _f - Star of Florida CoLlnty 0f Sels inole Permit Number: 3` Parcel ID Plumber: MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT I& COMPTROLLER BK 08132 Pg 1608; (Ipg) CLERIC'S # 2013124774 RECORDED 09/27/2013 09:09:08 AM RECORDING FEES 10.00 0 The undersigned hereby gives notice that improvernent 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 OF GENERAL DESCRIPTION OF INIP pion of the property and street T: Sc Nam IPJF Namp AIIOPI: e' dvAn, Address. — 1_ _ 12,/t11 It i'l.`F'( N f- ree Simple Title HoldQr (if other than owner) Name COIN T RA.CTO;?: Address: _ Persons Within the Stale of Florida Designated by Owner upon vvh011 notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: ---- In addition to himself, Owner Designates — --- -- of To receive a copy of the Lienor's Notice as Provided in Section 713 13( I)(b), Florida Statutes. E : piraiion Date of Notice of CamrnenceniEraS (The e;cpiration date is 1 yeae frorin date of sacording unless a different date is specified) V/ ARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CONIMENCEIVIENT 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 WORT( OR RECORDING YOUR NOTICE OF COMMENCEMENT Under l,e,ria,ities o that I hanje read the f oregnino and That the >acis st'-ALKI in if are tr+_te i0 ah b f D"e r 7 Jlv e and bet"le' 0 ter' r e Owner's Printed Name Florida Staiu e 7 3,Y ( h et must sign the notice of commencement and no one else may be permitted to sign in his of her stead." 3 3 z r O m O ia'ie 0.744n h^ org eoinginsF3•r- meni ejas a 6kn rtu,..;IiRdged before me this day of n I rirla! is p, s ,naldy ?;rao.v;i r.o me n Name of person making sLteme rr I c O,R% visit) gas Produced ident:;fic-;--Ne,,xt type produced: (— r m Aiz o` 1, m ia;"' JO ANN M. JOFR SON r . r MY COMMISSION A EE 159487 EXPIRES: March 23, 2018 of; ty Bonded Thru Notary Public Underwriters V: 10/16/2E12 13:30 9043588285 MILLENNIUMMETALS PAGE 01/07 Specialty Structural &nglncecmrinca Evaluation Report W-Seam" Metal Roof Assembly C8UC161nC. Certificate Of Authorization #8064 Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 5211.3 R3 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: M-Seam" Material: Steel Panel Thickness: 26 gauge Panel Width: 261, Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.8. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-117-M-56W-ER Date: 2/6/12 Contents: Evaluation Report Pages 1— 7 Jarf es L. Buckner, P.E., 5ECB V Florlda P.E. # 21242 MUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (S61)491.9928 Website: www.cbuckinc.net 10/16/2012 13: 30 9043588285 MILLENNIUMMETALS PAGE 02/07 CBUCK YYMI'Q FL tl: FL 5211.3-113 Date: 2 / 6 / 12 Report No.: 12.117-M-56W-ER Page 2 of 7 SPL=Wc5 f y SfrLiCtural 'Engif -I mEa inn CaUOI Inc. Certificate ofAuthori;,otion #8064 Manufacturer: Product Name: Product Category: Millennium Metals M-Seam" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System M-Seam" Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws: Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or 19/32" or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: Design Uplift Pressure: METHOD 1: - 84.25 PSF Refer to "Table A" attachment details herein) METHOD 2: - 91.75 PSF 10/16/2012 13:30 9043588285 MILLENNIUMMETALS PAGE 03/07 neerIn FL M FL 5211.3-R3 Date: 2 / 6 / 12 Report No.: 12-117-M-SWER Page 3 of 7 SpeclesIN Structural 6r1QInQCPrIr1Q CSUCk Inc, Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: U LSM06 — Test for Uplift Resistance of Roof Assemblies UL 1897-04 — Uplift test for roof covering systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards In UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001: Limitations and • Scone of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation methods) which Include Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.00S, Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. o Option for application outside "Limitations and Conditions_of llse" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). r 10/16/2012 13:30 9043588285 MILLENNIUMMETALS PAGE 04/07 ngineerineft FL #: FL 5211.3-113 Date: 2 / 6 / 12 Report No.: 12.117•M-$6w-ER Page 4 of 7 Sppclalfiy Structural Englnemen Q CBUCK, Int. Certlflcare of Authorlratlon a8064 Components/Materials by Manufacturer): Components/Materials by Others): Roof Panel: Material; Thickness; Panel Width: rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size : Corrosion Resistance: Standard: M-Seam, Steel 26 gauge (min.) 16" (max.) Coverage 1" 40 ksi min. In compliance with FBC Section 1S07.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Pancake -Head Wood Screw 10 x 1" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 818.6.4 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1S07.4.S Insulation (optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf (Ibs/ft) min. Or Compressive Strength: 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". 10/16/21312 13:30 9043588285 MILLENNIUMMETALS PAGE 05/07 FL M FL 5211.3-113 g Date: 2 / 6 / 12 0. i" °'d Page Report No.: 5'of 7 M-S6W-ER ISpealalN Structural Irngtrteerinq CBUCK, Inc, CertiJleote of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Fastener spacing: Refer to Table "A" Below along the length of the panel) Rib Interlock: Snap Lock Panel ribs shall be fully engaged to form an integral interlock. ) Minimum fastener penetration thru bottom of support, 3/16". For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1: METHOD 2: Design Pressure: 94.25 PSF 91.75 PSF Deck Thickness: 15/32" or 19/32" 15/32" or 19/32" Fastener Spacing: 8" 14" Install the "M-Seam" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-94 & UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report M 0232-0508-05, Report Date: 6/29/05 Specimens #1-3 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # AN 1916) 10/16/2012 .13:30 9043588285 MILLENNIUMMETALS PAGE 06/07 CK r=nginemering FL #: FL 5211.3-R3 Date: 2 / 6 / 12 Report No.: 12.117-M-56W-ER Page 6 of 7 Spealahj Structural EngtnPerinca CBUCK, Inc. Certy1cate of AuthaNrat(on #8064 Installation Method Millennium Metals M-Seam" Roof Panel Attached to Wood Deck Profile Drawines Typical Panel Profile View Typical Assembly Profile view 10/16/2012' 13430 9043588285 MILLENNIUMMETALS PAGE 07/07 FL #: FL 5211.3-R3 iA,a®,pip Date: 2 / 6 / 12 RepoeiNN'""e inQ Page No.: 72of 7k6o- MS6w ER SpeGIcjrtj Structural EncglnGK*rinq CBUCK, Inc. Certificate of Authorizatian #8064 W Installation Method Millennium Metals M-Seam" Roof -Panel Attached to Wood Deck Fastener: Typical Assembly Profile View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 84.25 PSF - 92.75 PS Deck Thickness: 15/32" or 19/32" 15/32" or 19/32" Fastener Spacing: 8" 40'