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HomeMy WebLinkAbout1707 Peach Ave (2)f i RECEIVED CITY OF SANFORD NOV 1 S 2010 BUILDING & FIRE 'PREVENTION PERMIT APPLICATION Application No: _ -37 P Documented Construction Value: $ S(%0 fi ddress:. j 07 ` eo,p 6 a Historic District: Yes;. No ,O Parcel ID• Zo#ing: Des` cr'iption of Work: Q oU r C dA Ct C z rin e- Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information ` NamA o ,nk U? l C ks -C. Phone: Street: \7701 Pe o, t, ,n &_ Resident of property? City, State Zip: 7 Contractor Information Name Phone: Street: ..: Fax: - City, State Zip: State -License No. s Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: _ Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No.. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads:. 4 5\ 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 ANOTICE 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 ATTORNEYtEFORE.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. 5If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit, activity levels. Should !calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 0 Signature of Owner/Agent Date y t_V e R S Print Owner/Agent's Name Signature of Notary -State of Florida Date auto EB Dp629096 za«A NtlSSloN p MYCOWIREs. Febr-ly 25, 2011 fPaFCo. ofDiscountAssocFl, Notary 1 R003ti+as'.^+..R RfI^1i'4ii.yFWN.Fi3'iY. Owner/Agent is Personally Known to'Me or Cpl l Produced IDTypeofIDAPPROVALS: ZONING: & J'AIA110 UTILITIES: ENGINEERING: COMMENTS: FIRE: Signature of Contractor/Agent Date Print Conti• actor/A gent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced M. Type of ID WASTE WATER: BUILDING. % 1 Rev 11. 08 1 - - - - -- I OWNER BUILDER STATEMENT/AFFIDAVIT. 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 homeo w'ners 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) f tl I understand that state law requires construction to be -done y a icensed contractor and have applied or an owner -builder permit under an exemption from the law. The exemption specifies that 1, 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.con,tractor 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 farm4 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 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. 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. i . must work under my di rect 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 worker ' s' 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, 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 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 aria 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 !,propertylicensed and the status iof the contractor's workers' compensation coverage. C= BrFop_e.Ftyz-Actdress: ,—I 0_7 Nckc ITU d r\/-\ t X \ - \ 1) S e , 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 specified above. Signature blf Owner -Builder Form of Identificatic Must be Photo ID) A violation of this exemption isl 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 Tina_ 1 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 A I N 0 0 W S A N D 0 0 0 R S FLORIDA PRODUCT ° WTP APPROVAL PRODUCT LINE RATING (usf) ist BUCK SIZE (in) FL957 Mullions — See Drawings Non -Impact Rated M96-08D HVHZ & Impact Rated M02-03B HVHZ & Impact Rated M03-04B FL8710 (HSH:D FL8710 300/2300 SH FL8898 2301/2302 Fixed FL8995 MPSH FL9337 500 SGD, XX 500 SGD, XX Reinforced 500 SGD, XX 500 SGD, XXX Reinforced 500 SGD, XXX 500 SGD, XXX Reinforced FL9337 502 SGD, 90 deg. XXXX 502 SGD, 90 deg. XXXX 502 Pocket SGD, XXX Reinforced 502/500 SGD, XXX Reinforced 502 SGD, XXX 502 SGD, XXX Reinforced 502 SGD, XXX, 502 Pocket Bypass SGD, XX 502 Pocket Bypass SGD, XX 45 45 6.75 48 x 72 50 50 7.50 40 x 72 40 40 6.00 52 x 84 45 45 6.75 52 x 96 55 55 8.25 36 x 73 50 50 7.50 52 x 76 50 50 7.50 84 x 96 55 55 8.25 73.25 x 73.25 NOA# 07-0306.02 NOA# 07-0306.02 45 45 6.75 72 x 80-3/16 45 45 6.75 100 x 96-3/16 35 35 5.25 96 x 80-3/16" 40 40 6.00 145 x 80-3/16" 35 35 5.25 109 x 80-3/16 45 45 6.75 153 x 96-3/16 35 35 5.25 196 x 96-1/4 15 15 2.86 135 x 119-1/4 50 50 7.50 151 x 96-1/4 35 35 5.25 189 x 96-1/4 45 45 6.75 152 x 96-3/16 35 35 5.25 153 x 120-1/4 60 60 9.00 152 x 96=1 /4 45 45 6.75 100 x 95-3/16 45 45 6.75 75 x 120-1/4 These ratings are limited by frames only. For glass limitations see glass sheets in price book or E1300. These FBC approvals are in the name of Atrium Windows and Doors- Florida. Water Test Pressure (WTP) = 0.15 X Positive DP 2of3 C c s I , Florida Building Code Online Pagel of 3 s i* r ;``• :. +' fib,;+, `,y, r i ,`.. d i ext R Tyr a : r BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts j Publications I •FBC Staff I BCIS Site Map I Links I Search 'I R' :: Product Approval 6 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8710-RI r .,,,i Application Type Revision Code Version 2007a Application Status Approved Comments i Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Atrium Windows and Doors- Florida 3600 Port Jacksonville Parkway Jacksonville, FL 32226 904) 355-1476 jason.seals@atrium.com Jason Seals jason.seals@atrium.com Jason Seals 9001 Ambassador Row Dallas, TX 75247 214)637-2696 Ext226 jason.seals@atrium.com Bob Whitlock 3600 Port Jacksonville Parkway Jacksonville, FL 32226 904) 355-1476 bob.whitlock@atrium.com Windows Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard AAMW/NWWDMA 101/ I.S. 2 Equivalence of Product Standards Certified By Year 1997 Product Approval Method Method 1 Option A Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/12/2008 05/23/2008 05/24/2008 06/24/2008 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 8710.1 2500 Flange Single Hung 1H-R50 52 x 73. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI009082-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2010 Design Pressure: +50/-50 Installation Instructions Other: FL8710 R1 II ADW-09 2500SH FLANGE Installation odf Verified By: Joseph A Reed, P.E. 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.2 300/2300 Fin Single Hung H-R45 52 x 96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI009373-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2010 Design Pressure: +45/-45 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FIN Installation pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.3 300/2300 Fin Single Hung H-1140 52 x 73 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI007073A-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FIN Installation pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.4 300/2300 Fin Single Hung H-R40 48 x 72 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C' CAC NI007073-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FIN Installation pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.5 340/2300 Flange Single Hung H-R40 52 x 84 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI009374-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FLANGE Installatiojpdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.E 340/2300 Flange Single Hung H-R50 52 x 76 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI009374A-R2 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact. Resistant: No 11/30/2010 Design Pressure: +50/-50 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FLANGE Installation.pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Florida Building Code Online Page 3 of 3 4j nEvaluationReports Created by Independent Third Party: 8710.7 H-R40 48 x 84375/2500 Fin Single Hung Limits of Use Approved for use in HVHZ: No Certification Agency Certificate, FL8710 R1 C CAC NI007078 R2 PDF Approved "for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Dat-- Design Pressure: +40/-40 08/31/2010 Installation Instructions Other: FL8710 R1 II ADW-09 2500SH'FIN Installation, df Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports,' 8710.8 Created by Independent Third' Party: 375/2500 Fin Single Hung H-R45 48 x 72 Limits of Use Approved use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes . FL8710 Rl C CAC NI009378-R1 PDF Quality Assurance Contract Expiration DateImpactResistant: No 04/30/2010 ; Design Pressure: +45/-45 Other: Installation Instructions FL8710 R1 II ADW-09 2500SH FIN Installation. df Verified By: Joseph A:" Reed 58920 Created by Independent Third Party: Yes Evaluation Reports 8710.9 71 Created by Independent Third Party: 375/2500 Fin Single Hung H R50* 40-x 72 Limits of Use Approved for in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes Impact FL8710 R1 C CAC NI007078B-R2 PDF Quality Assurance Contract Expiration DateResistant: No 08/31/2010 Design Pressure: +50/-50 Other: Installation Instructions R1FL8710 II ADW-09 2500SH FIN Installation. df Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports" Created by Independent Third Party: Back F Next Department of Community. Affairs Florida Building Code Online - Codes andStandards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Su ey I Contact Us Product Approval Accepts: Vr1141 n }CCU Ylt\'E17TIt1 ; s I TIYl[!d of kifYl 3/4" EMBE 8 WOOD SCREW NOTE 2 SECTION A -A 3/4" N EMBEI Table 1 -Verified Installations Certification DP (psf) WIDTH (in) HEIGHT (in) N1007078 40.0 48" 84" N1007078B 50.0 40" 72" N1009378 45.0 48" 72" SECTION B-B A 12" 2" MAX. I MAX. U B B re l:kmank Sea I.I cHr,H...n llal 12" MAX. ND.5 JPU,O IlUgryrgp _ SEP H A. RF 0 MAX. A 8920 *c WIDTH- ELEVATION VIEW STATE OF \4U THIS DRAWING IS PROPRIETARY AND CONFIDENTIAL TO ATRIUM COMPANIES. INC. AND SHALL NOT BE REPRODUCE.. COPIED, OR DISSEMINATED WITHOUT n570NA1 E \ THE EXPRESSED WRITTEN PERMISSION OF ATRIUM COMPANIES, INC. lnnnwu,ou V ' e Q /2c dZ V Joseph:A. Reed, P.E. FL PE 58920 C AMUM N P A N I E S, I N C. osLZT 130 Derry Ct. York, PA 17406 717-764-7700 2500SH FIN Project 82444.01-122-34 WOOD FRAME INSTALLATION INSTRUCTIONS NOTES: 1. INSTALLATIONS SHOWN ON THIS DRAWING HAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FOR THE PERFORMANCE LEVEL SHOWN. INSTALLATION ANCHOR CAPACITY HAS ALSO BEEN VERIFIED FOR THE ANCHOR SIZE, SUBSTRATE AND INSTALLED CONDITION. VERIFIED PRODUCTS ARE LISTED IN TABLE 1. THIS DRAWING APPLIES ONLY TO THOSE PRODUCTS. 2. INSTALLATION ANCHORS SHALL BE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3/4" INTO WOOD FRAMING MEMBER. WOOD SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES AND DIMENSIONS. PER NDS-2DO5 11.1.4.7, EDGE DISTANCES SHALL BE SUFFICIENT TO PREVENT SPLITTING. 3. WOOD FRAMING SHALL BE SPRUCE -PINE -FIR (G=0.42) OR DENSER. 4. INSTALLATION ANCHORS ARE SHOWN GOING THROUGH EXTERIOR FINISH, ANCHORS MAY BE INSTALLED DIRECTLY INTO WOOD FRAMING MEMBER WITH 3/4" MINIMUM EMBEDMENT STILL REQUIRED. 5. INSTALLATION ANCHORS SHALL BE LOCATED 2" FROM CORNERS AND 12" MAXIMUM ON CENTER SPACING. 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL BE INSTALLED PER ASTM E2112 OR FMA/AAMA 100, 7. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS DRAWING. ` B. GLAZING TYPE. GLASS TYPE, AND GLASS THICKNESS ARE ESTABLISHED BY THE CERTIFICATION AND SHALL SATISFY ASTM E1300. GLAZING TYPE MAY BE INSULATING GLASS OR SINGLE PANE GLASS. 9. PRODUCTS LISTED IN TABLE 1 ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS, APPROVED PROTECTION DEVICES ARE REQUIRED. 10. PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) No. Dote Revision Description By ECN Ww w'a/mc. Ag- T.L JPP DJC 28 MAR 2008 1 3:4 1 ANSI B jlnllkY 4aue): i'Y. Nmna: SArI 2007-1111.02 ADW-09 2500SH FIN 3/4" EMBI 8 WOOD SCREW NOTE 2 SECTION A —A 3/4" P EMBE 1utPHlAggrppr O •. STATE OF S70NIALIE A`R eed FL PE 58920 130 Derry Ct. York, PA 17406 717-764-7700 Project 82444.01-122-34 THISINC. THE SECTION B—B I = c B I B MAX. 2 - MAX. A WIDTH ELEVATION VIEW DRAWING IS PROPRIETARY AND CONFIDENTIAL TO ATRIUM Co AND SHALL NOT BE REPRODUCED. COPIED. OR DISSEMINATED E%PRESSED. WRITTEN PERMISSION OF ATRIUM COMP ANIE Al"M UM 2500SH FIN WOOD FRAME INSTALLATION INSTRUCTIONS Table 1 —Verified Installations Certification DP (psf) WIDTH (in) HEIGHT (in) N1007078 40.0 48" 84" N1007078B 50.0 40" 72" N1009378 45.0 48" 72" NOTES: 1. INSTALLATIONS SHOWN. ON THIS DRAWING HAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FOR THE PERFORMANCE LEVEL SHOWN. INSTALLATION ANCHOR CAPACITY HAS ALSO BEEN VERIFIED FOR THE ANCHOR SIZE, SUBSTRATE AND INSTALLED CONDITION. VERIFIED PRODUCTS ARE LISTED IN TABLE 1. THIS DRAWING APPLIES ONLY TO THOSE PRODUCTS. 2. INSTALLATION ANCHORS SHALL BE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3/4" INTO WOOD FRAMING MEMBER. WOOD SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES AND DIMENSIONS. PER NDS-2005 11.1.4.7, EDGE DISTANCES SHALL BE SUFFICIENT TO PREVENT SPLITTING. 3. WOOD FRAMING SHALL BE SPRUCE -PINE -FIR (G=0.42) OR DENSER. 4. INSTALLATION ANCHORS ARE SHOWN GOING THROUGH EXTERIOR FINISH. ANCHORS MAY BE INSTALLED DIRECTLY INTO WOOD FRAMING MEMBER WITH 3/4" MINIMUM EMBEDMENT STILL REQUIRED. 5. INSTALLATION ANCHORS .SHALL BE LOCATED 2" FROM CORNERS AND 12•• MAXIMUM ON CENTER SPACING, 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL BE INSTALLED PER ASTM E2112 OR FMA/AAMA 100. 7. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS DRAWING. B. GLAZING TYPE, GLASS TYPE, AND GLASS THICKNESS ARE ESTABLISHED BY THE CERTIFICATION AND SHALL SATISFY ASTM E1300. GLAZING TYPE MAY BE INSULATING GLASS OR SINGLE PANE GLASS, 9. PRODUCTS LISTED IN TABLE , ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS. APPROVED PROTECTION DEVICES ARE REQUIRED. 10. PRODUCT OR INSTALLATION. IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) No. Date Revision Description By ECN # AIUmin 9063-TS E.L w.la111emtNAI xloa 'wA 28 MAR 2008 1 3:4 1 ANSI B m.. t ADW- 09 2500SH FIN To: The City of SAnford Building Department Ref: Stucco 11-1329 (Stop Work) / \ - 3tl (,::, Address: 1707 Peach, Ave. Sanford, Fla. Construction meets the requirements of the 2007 Florida Building Codes and 2009 amendments thereto in effect in Seminole County as of this date. THIS LETTER HAS BEEN ISSUED AFTER VERIFICATION AND INSPECTION. SPECIFIC AREA OF WORK: AROUND WINDOWS AND DOORS 7/8" STUCCO OVER METAL LATHE ON 151b FELT OVER 1 /2" PLYWOOD RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE: 407-682-4052 FAX 407-682-3841 WINDSPEED = 120 MPH/3 SEC. GUST WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF STUCCO INSPECTION AND VERIFICATION RONNIE DEBOSE 1707 PEACH AVE. SANFORD, FL. 32771 DD B Email: ddbsweet@earthlink.net SWEET, INC. 407-221-5168 ATE: 4/28/11 ISHT 1 APR To: The City of SAnford Building Department Ref: Stucco 11-1329 (Stop Work) Address: 1707 Peach, Ave. Sanford, Fla. Construction meets the requirements of the 2007 Florida Building Codes and 2009 amendments thereto in effect in Seminole County as of this date. THIS LETTER HAS BEEN ISSUED AFTER VERIFICATION AND INSPECTION. SPECIFIC AREA OF WORK: AROUND WINDOWS AND DOORS 7/8" STUCCO OVER METAL LATHE ON 151b FELT OVER 1 /2" PLYWOOD RONALD H. WILSON P.E. LIC. # 9710 466 WEATHERSFIELD AVE. LTAIVIONTE SPGS. FL. 32714 HONE: 407-682-4052 FAX 407-682-3841 WINDSPEED = 120 MPH/3 SEC. GUST WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = "B" EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF STUCCO INSPECTION AND VERIFICATION RONNIE DEBOSE 1707 PEACH AVE. SANFORD, FL. 32771 DD B Email: ddbsweet@earthlink.net SWEET, INC. 407-221-5168 ATE: 4/28/11 IRHT 1 APR 2 J 2011,e.