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106 Grove Hollow Ct 16-2268 (a)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION EBY., Application No: Documented Construction Job Addre; Parcel ID: Type of Work: New Addition Alteration Description of Work: e_Y I C A—1 ()ti d a G( Value: $. O O O 377 7 3 0 Historic District: Yes No Residential Commercial Demo Change of Usep Move a% PC- r )f)47,4?xX Ire-r Plan Review Cont cat K , Person: 1 .!( ./%Z Title: Phone: 07 31(iOW Fax: Email: c l q? m- Property Owner Information Name Z ' I q,&ZPhone: `1 0132AZY69W Street: 6- IALA Ow Resident of property? City, State Zip: Contractor Information q NameuPhone: Street: a- J 1 Fax: City, State Zip: (1&-C) , k/ l 32 / rnJ3 StateLicense No.: Architect/Engineer Information Name:Vep- n4h14 F L14Q Phone: Street:(ot) II n v2xidoePlace, Fax: _ City, St, Zip: ME _ C6 , E 32_73 E-mail: Mortgage Lender: Bonding Company: 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 andthe code in effect as of that date: 51" Edition (2014) Florida Building Code i Revised June 30, 2015 Permit 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 ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that 1 will notify the owner ofthe 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 1CC 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. it a' Vo 9, a y(p Ngiadi—Gre of Owner AgentV-d Date i J Jl f ,G 29 -e2, PrintOwner/Agent's Name Signature of Notary -State of Florida Date wrn,, DEBBIE BLANTON MY COMMISSION 4 FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Pubbc underwriters Owner/Agent is Personally Known to Me or Produced ID Type of IDL ems. i I 3 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 1D Type of ID tk ,I40, itaf PNLYBELWISFOROFFICEUSE Permits Required: &611dingd >lec, _trica lt ec PIoT'mb'in 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: -1-1 UTILITIES: COMMENTL' Revised June 30,2015 ENGINEERING: No zoning issues - ok to relocate k Meets area and dimension regulat FIRE: Cnasid Roof Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: F 1,9'Vr"16 end dining area to existing patio under roof (existing) cover. for SR-1 zoning district. 6 7 C0 Ga-5 /1 f- Permit Application SCPA Parcel View: 10-20-30-506-0000-0330 Page 1 of 2 c'. PAPP0E6 eno+airo urrv, norm. Parcel Information Property Record Card Parcel: 10-20-30-506-0000-0330 Owner: VELAZQUEZ JUAN P 8 DEBBIE A Property Address: 106 GROVE HOLLOW CT SANFORD, FL 32773 Parcel 10-20.30-506-0000-0330 Owner VELAZQUEZ JUAN P 3 DEBBIE A Property Address 106 GROVE HOLLOW CT SANFORD, FL 32773 Mailing 106 GROVE HOLLOW CT SANFORD, FL 32773-5961 Subdivision Name GROVEVIEW VILLAGE 2ND ADD REPLAT Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1999) Value Summary 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 110,339 95,886 Depredated EXFT Value Land Value (Market) 25,000 20,000 Land Value Ag Just/Market Value " 135.339 115,886 Portability Ad/ Save Our Homes Adj 39,760 20.971 Amendment 1 Adj P&G Adj 0 0 Assessed Value 95,579 94.915 Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 95,579 50.000 45,579 Schools 95,579 25,000 70,579 City Sanford 95,579 50.000 45,579 SJWM(Saint Johns Water Management) 95,579 50.000 45.579 County Bonds 95,579 50,000 45,579 Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 12/1/1998 03560 0168 79,000 Yes Improved QUIT CLAIM DEED 7/1/1996 03099 0028 100 No Improved WARRANTY DEED 7/1/1989 02092 1217 79.000 Yes Improved WARRANTY DEED 6/1/1985 01650 1416 75,100 Yes Improved Method Frontage Depth Units Units Price Land Value LOT ODD I 0.00 I 1 1 $25,000.00 1 $25,000 is tiearoam count mcorrecre Gticx Mere p Description Year BuiltActualfEftective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value Appendages 1 I 1985 I 6 3 2 0 1,610 2,474 1,610 110,339 127,192 Description Area http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=10203050600000330 8/10/2016 SEMINOLE COUNTY MULTI IURISDICTIONAL 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 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) t I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an V 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. 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 hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, I am the responsible party of record on a permit I understand that 1 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 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 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 Improved forAVbuildingsaleorlease. It a building or residence that I have built or Improved myself is sold or leased within In 1 year after the construction Is complete, the law will presume that t built or 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. understand that I may not hire an unlicensed Individual person to act as my contractor or to supervise persons working on my building orJIresidence. It Is my responsibility to ensure that the persons whom I employ have the licenses required by law and by county or municipal ordinance. 1 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 homeowners 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 Ilcenaed must work under my direct suoervlslon and must be employed by me. which meanstihat 1 must comply with laws regulrtng the withholding of federal income tax andsocial seeudb coMrtbutions 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. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requlrements that govem owner -builders as well as employers. I also understand that the construction must comply with all applicable laws. V ordinances building codes and toning regulations. I am of aware of the necessary construction practices for the work 1 will be doing, ) am sufficiently aware of the Florida Building Code to conduct this work and 1 have access to the Florida Building Code. 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 Ucensing Board at 1.850487-1395 or at www.mvflorlda.coml0bprbroJcilb1 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. Ueened 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 Ucensing 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 Y 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 contractors workers' compensation coverage. above.8 77 Address: do hereby state that I am qualified and capable with the permit application filed and agree to the conditions specified V. ((0. Signature of Owner -Builder 11 11 11 Date of Identification: - ) TL- --J AD D- Must be Photo ) LA3r6? - tOa 0. A violation of this exemption is a misdemeanor of the first degree punishable by a tern 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 a = Nalional era e o performing work that requires Iicensure under the permit issued. GONZALEZ T-2 c -State of Floridaon # FF 192773tepiresJan2t). 2019FOi " National Notary Assn. 11111 m2184 THIS INSTRVM9N P PARE ,. r trnn err 1e+ +n+, +w rrrww ..rr r.w, Name: Address: - t r - MARYANNE MORSEY SEMINOLE COUNTY 1 C! ERK OF CIRCUIT CQURT t+ 011F'TROLLER BK 8744• Pg 502 (11`9) NOTICE OF COMMENCEMENT RECO. E vOS/16C12016REC:URDED 1.lv/1Cl/'?C11h 11.:15:32 Ail State of Florida R_(Ji-)ING FEES $1.i —00 RECORDED By nde'r01.12 County of Seminole Permit Number: / L ' d u Parcel ID Number: ' tlyr rip •'J OW' otgoo -L 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. Dj(SC IPTU?N OF PROP TY: ( egal description of thg properly and street address if available) j ((r;. OWNE Name- Addrw Fee Simple Title Holder (it 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 71 a-3(1)(b), Florida Statutes. Name: himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in 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) 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 11:00, 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 CVBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENTN\ Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are trt SAS --`0 oVOtothebestofmyknowledgeandbelief. 'ri =S Owner sSignature VP- — Owners Printed Name b j' •• Florida Statute 713 13(1)(9) ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' NhJb State of ,L County of The foregoing Instrument was acknowledged before me this day of CGr c4'-j.,C 20 by Q.G t,)f, e c1 - - .'tlatent W I Name of person a ' 9 s OR who has produced Identification 9 type of Identification produced: Y7 DEBBIEBLANTON MY COMMISSION I FF 178648 EXPIRES: February 25, 2019 4 Ilonded Thru ifotaryPubic underwiters City of Sanford Residential Alteration / Addition / Renovation Permit Application Guidelines a All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REOUIREMENTS Building Permit Application completed, signed and notarized. Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (ifcontractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) copies of all applicable plans and related documentation. An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. Plot plan showing location ofproposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Contact Person information entered in Naviline? Application forms stamped received and initialed Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Revised: February 2016 Page l of5 Residential Alter/Add Permit Application Checklist City of Sanford Building & Fire Prevention Division Residential Permit Card 1':R\LIT \O. ' !. ISSUE DAl'E: -- C.O.-mu\GLOB: —r FSS: 10 4- hen t N n: A& Qr 4 Post this permit in a conspicuous location outside Approved plans must be posted with ne nih for is BUILDING LINTEL / TIE BEAM SHEATHING - ROOF SHEATHING - WALIS WO. Leave oll work uncovered until inspected and approved Pcmrit expires 6 months from date of issue or lost appn 1 WEATIIER to sc)^cs I A KCn11Q / PINA 1 _ INSPECTIONS ELECTRICAL DIECIIANICAL PLUMBING GAS INSPECTIONS TIF.APPROVE!) RIJ/(7FJ) INSPECTOR INsm.enoN TTP/.' APIROM) RFJFCTFI) FINAL DOOR OMO FINAL WINDOWN1H4OMEfT1E-D0WXN IRRIGATION FINALARPANELS FMAL SCREEN ROOMLSCREEN FINAL BUILDING OTHERMSLITYBUILDING MOBILE HOME FINALTIE -DOWN 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 W1TI- YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE IN ADDITION TO THE REQUIRIUMENTS OF THIS PEIUIIT. THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLETO THIS PROPERTY THAT NAY BE FOU''D IN -nIEPUBLIC RECORDSOFTHISCOUNTY. AND THOLE MAY BE ADDITIONAL PERAITTS REQUIRED FROST OTHER GOVERNSUNTAL ENTITIES SUCH AS WATER MANAGEMFSIT DISTRICTS. STATE AGO:CIES OR FEDERAL AGENCIES FBC1053 3 I.rpatw U.ar REVISED. OCTOBER ZoN REQUIRED INSPECTION SEQUENCE > z BP# /6 - 2269 Address: e&6 C,eo yr n ec cc J BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell ZO Sheathing — Walls Sheathing — Roof Roof Dry In Q Frame Insulation Rough In Firewall Screw Pattern O Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence lam Final Building Other ELECTRICAL PERMIT Min Max Inspection IIDescri tion O Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer 20 Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas 7nderground Q Gas Rough w I i Gas Final REVISED: June 2014 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS-SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 16-00002268 Date 5/18/17 Revision number . . . . . . . 3 Property Address . . . . . . 106 GROVE HOLLOW CT Parcel Number . . 10.20.30.506-0000-0330 Application description . . . INTERIOR & EXTERIOR REMODEL RESIDENTIAL Subdivision Name . . . . . . GROVEVIEW VILL 2ND ADD PLAT Property Zoning . . . . . . . SINGLE FAMILY Required Inspections Phone Insp Seq Insp# Code Description Initials Date Permit type . . . . BUILDING PERMIT - NEW/ALTER 10 104 BL16 FOOTER INSPECTION SR AP 1/19/17 10 103 BL05 SLAB/MONOSLAB - PREPOUR SR DA 3/14/17 20-50 132 LATH LATH INSPECTION 30 110 BL09 INSULATION ROUGH IN 30-1000 130 BL30 FINAL STUCCO/SIDING 40 131 DRWL DRYWALL/SHEETROCK 1000 112 BL08 FINAL BUILDING Permit type . . . . ELECTRIC PERMIT-ALTER/ADD/FIX 10 211 ELUN ELECTRIC UNDERGROUND JD DA 5/01/17 1000 213 EL02 ELECTRIC FINAL Permit type . . . . MECHANICAL PERMIT -RESIDENTIAL 10 409 MHO1 MECHANICAL ROUGH IN RA AP 5/17/17 1000 410 MH02 MECHANICAL FINAL Permit type . . . . PLUMBING PERMIT-ALTER/ADD/FIX 10 322 UNPB PLUMBING UNDERGROUND RA AP 12/07/16 10-1000 314 PL06 GAS ROUGH -IN RA AP 4/17/17 10 316 PL08 PLUMBING ROUGH -IN RA AP 4/18/17 10-1000 313 PL05 PLUMBING FINAL 20 312 PL04 TUB SET 1000 315 PL07 GAS FINAL Lot 33, REPLAT OF GROVEVIEW VILLAGE SECOND REPLAT, according to the plat thereof, as recorded in Plat Book 26, Pages 7-8, of the Public records ofSeminole County, Florida. Community number: 120294 Panel: 0045 Suffix. E RLILM, Date: 4/17/95 Flood Zone: X Date offield work. 11/24/98Compkdon date] 1125198 Certified to: Juan P. Velazquez, Debbie Velazquez, Chelsea Title Company; American Pioneer Title Insurance tX Company; Homebanc Mortgage Corporation, its successors andlor assigns. v FDL W LIL Property Address: 106 Grove Hollow Court Sanford, Florida 32773 Survey number: Y-29316 PLANS- No zoning issues — ok to relocate kitchen and dining area to existing patio under roof N tA (existing) cover. Meets area and dimension regulations for SR-1 zoning district. v 4 N N +II a r` m m FDL 5/B• I.R. i 10 O C-1 C-1 (P.) 3473'05' R = 75.00' L = 45.03' C = 44 36' P. CB = S 56179'15" W C-2 (P.) 12-24'13' R a 75 00' L = 16.24' C = 16.21' P. tag = S 34*45*030 W Fa • Vt P5225 C-- 2 fa 1/2- ? GROVE HOLLOW COURT LR. f 17M gyp• 50' R/W BOUNDARY SURVEY I?" a _..—+'g-''_i 4•: ri_ ..,.... MOOD [NL CENTRAL ANCLE/DfLIA 6 /•,. Jinn• JIB .: .2=! 7 • ' 1 oy -•_,_ WE FENii O.B. AfFD BOCK fr '''`r "' ' 1 FN. NAL A DESORPROV OR DEED 0 PROPERTY CORNER D.N. OREL HALE R RECORD D/W ORIKWAY r a - . c M FAnD MEASURED ESVT EASEMENT qJi88 '.r•.<• •cr ssa-..r.i_2 C CALCW.AIED E.L. ELfvAI/0N o a— t-a• -r.: y., CL CIXAR F.F. AMSN0 FLOW ar:+"-• t'L ENCR ENC190AL 000 r..C,1A FOLM CONCREM MdwMENT CENTERLM r.AX MIND PARKER-KALON AMI C, o,, Y . > I8 s 1 , , '• • i ® PROMrY LINE L.AX L000 ACCESS EASEMENT a AL CYXNCREIE MCYNULIENT M.M. MAMhW 1 r --e. - ri• z n '-_ ..r X -; f - F.LR. FOUND /RAV ROO KT.S NOT TO SCALE F. LP. FOUND IRON PIPE aR oinCIAL RECORDS R/ W ATGNT OF WAY aAa 01MOAL RECORDS BOCK NAD NAL Al DISC Ar-APERMANENT CONTM POWT i' At. DRAINAGE EASEMENT P.R.K PERMANENT ArM NCE MOMWENT U. E. UWTY EASEMENT PC, PACE FA rome PVMt PAV000 P PLAT A& PLAT BOCK r " IXA r ASPNALT P.aa Pmr or wax*Aw 0XL. OVLRNEAD UTIUIKS Rac PANT Or XWfENCEMENT P. P. PON" POLE P.m. nwr ON LANE rX 1RANSFQRYER Aa Pmr or awVAnst CA TV CABLE RISER P.R.C. POWT or REVERSE "W Oka WA TV NEW P. T. POINT Or TANDENCY RL. 7EL[P~ FACU7WS R. RADNUS (RAANLI COYERED AREA Aar.. ROOF OKIRIAMC fASEMINT Lift BEAIBNC RFFERDOW SLR. SE7 OWN ROD t CAP CH CiNM " SIDEWALK Notes: PAD RADIAL T. M. MVPORARY BENCH MARK MR. NON RADIAL T.Oa T OF BANK A/ C AIR COV&V&ER TYR TYPMCAL am. & E NCK MARK W. C, wTNES:SCORWR Ca CATCH BASIN /a30 Exstlw a£wav C CALCL RV CEN_ ERALNOTES I) LEGAL DESCRIPTION PROV10E0 BY OFAVS TS AccentedBy., ') OR OrWE WA LANDS SNOW ERN BERANCES NOT SNOW CW 1NE PLAET 3) UNDIERCROUND PORnOWS OF FOOTTNOSi, FOLADAWNS OR OI NER IMPROVEMENTS WERE NOT LOCATER 4) WALL TIES ARE rO THE FACE OF TN£ WALL 3) NOT VALID uA%iu SEALED w7N THE EMBOSSED SURvEYpPS SEAL 8) ONLY WSIBLE ENLYtOACNMENTS LOCATEa D /DENSION DIMENSIONS PLAT ON PROPERTY SEDERS UNLESSEorNER1 SEaSNONK9) FENCE ONNERSNIP NOT DVERM/NED. 10) ELEVATIONS IF SHOW ARE BASED UAW Ma V.D. UNLESSO"CRINSE N07M II) SEAAWCS REFEAIENCED TO LINE NOTED AS BR. C-1 ( M.) A = 3477' 04' R = 75. 00' L = 45. 10' C = 44. 42' M. CS = S 58109*15" W C-2 ( M.) A - 1230' 28' R = 75. 00' L = 16. 37' C = 16. 34' M. CB = S 35120'32' W I HEREBY CERTIFY TMAT TMS 90 AAIDARY A RWEY IS A TT W AND CORAE'CT RLPRESENTATTONOF A SLOWY PWARID LOW& MY VMCTJ t D STAIr Or ROMCA RALPTI dSTFREO / AND SURVEYCW Na 3411 STAIrjXAMA CARL AVCNAK SM/TN REGISTERED L Na JTal1 90dV STATE Of RORMA HOE ACULAR REGISTERED LAAC SURKYOR Na S371 INIS A PVT:Y /9 tlN rAWD FAR 6WWAOE OR ADWANCE PI.ITPOSES OhlEXLYURKLY MR THIS Low BY TT W TO wom IT a CYRNII=. TX6 "Wy is NOT To AE UNO FOR CONSMC110AL PEIT r&4 XSM 00 ANY ODOR UST: WINOIT W 10"rN CONSENT OF MST PTNANCAL SURVEYOR$ Wd rT00 TLortb x.od" Orin 309 Sha norids33TOdV (>3655 871- 84" 306 AWN- Avexrrr n Did"". rlaTlds 39 11 ({llT) ar01!7= f 107 Nu1tNN 8eolarard AND AFFWATED COMPANIES )(48 age.wT. nn a.N» 3T511 rnlic 6 84W L.H. 83:uouae.: L-eoo-ail-zees n.: 1-eoo-aar aeeo Gas Plumbing Services, -Inc. 590 W. Main Street - Lake Helen, FI 32744 Office: (386) 774-8244 Fax: (386) 775-1749 STATE LICENSE # : CF-CO57948 LP LICENSE # : LP-17000 PERMIT # : DATE BUILDER: ! ADDRESS: (0(, MODEL # : GASTYPE: f u DELIVERY PRESSURE: PIPE TYPE: CSST / GALVANIZED LONGEST RUN.: r'r FURNACE: RANGE: 6,0 WATER HEATER: DRYER: FIREPLACE GRILL: SPA/POOL HEATER: OTHER: TOTAL LOAD: 800 SIZING TABLE USED: CREATED BY : 9101 5 0.130 rn rn Oo h 7ZrALI suiv,a,l,p at4iniess sicei - b gasp griddie and 2 gas ovens ( Tecnogas S... Page 1 of 7 OCT 0 6 2016 eg.. r.r s a. r.sre s rt'..'yr *aS.r.A4+!.+;r....r^ ••- = 8 http://www.tecnogassuperiore.us/range-ndxt-48-panorama-6-gas-griddle-and-2-gas-ovens-... 9/21 /2016 Range NEXT 48" Panorama Stainless steel - 6 gas, griddle and 2 gas ovens I Teciftas S. Page 3 of 7 Installation Free standing Width Depth 2411 http://www.tecnogassuperiore.us/range-next-48-panorama-6-gas-griddle-and-2-gas-ovens-... 9/21 /2016 10/S/2016 Range NEXT 48• Panorama Stainless steel - 4 induction, griddle, 2 gas and 2 gas ovens ITecnogas SUPERIORS Worktop Gas Brass Burners 2 I-+ Power Burner With Simmer (No 1) 750 / 18,000 Btu/h (min — max) I—+ Medium Burner (No 1) Z050 / 6,500 Btu/h (min — max) Total Gas Power 24,500 Btu/h Grates Cast Iron Ignition One Hand Gas Safety Thermocouples Wok Ring Standard Simmer Ring Standard Induction Zones 4 L Induction 210-180mm (No 4) 2,100 / 3,700 W (min — turbo boost) Total Induction Power 7,400 W Power Levels 9 Interface Knob Bridge Function Standard Ti irhn Rnnct oc r 10/5/2016 Range NEXT 48" Panorama Stainless steel - 4 induction, griddle, 2 gas and 2 gas ovens 1 Tecnogas SUPMORE Fast Heatup Standard Child Safety Lock Standard Pot Diameter Detection Standard Antispill Safety Standard Automatic Switchoff Standard Residual Heat Indicator Standard Special Cooking Temperatures Melting, Warming, Simmering Electric Griddle Type Stalless Steel Electric Griddle Power 1,200 W Removable Drip Tray Standard Backguard Standard Island Trim Optional Oven cavity Oven(s) 2 Main Oven Type Gas Convection With Gas Broiler Auxiliary Oven Type Gas OCT 0 5 2016 Main Oven Functions Ught. Defrost, Gas cooldnz Gas convection cooldn& Broil 10/5/2016 Range NEXT 48' Panomma Stainless steel - 4 induction, griddle, 2 gas and 2 gas ovens I Tecnogas SUPEWORE Auxiliary Oven Functions Ught, Gas cooking Oven Convection Fans 2 Main Overall Cavity Volume 5.7 cu.ft Auxiliary Overall Cavity Volume 3.0 cu.ft Main Net Cavity Volume 4.1 cu.ft Auxiliary Net Cavity Volume 2.0 cu.ft Main Interior Dimension (WxDxH) 24" 13/16 X 19" 57/64 x 20" 31/ 64 Auxiliary Interior Dimension (WxDxH) 9n 17/64 x 19" 55/64 X 20" 31/ 64 Enamel Easy to Clean Enamel Color Ught grey Smooth Oven Interior Standard Oven Control Device Analog thermometer Main Oven Power 14,000 Btu/h Auxiliary Oven Power 8,500 Btu/h Broiler 8,000 Btu/h Maximum Cooking Temperature 500 OF Cooling Fan Standard OCT 052016 Door Type 10/5/2016 Range NEXT 4" Panorama Stainless steel - 4 induction, griddle, 2 gas and 2 gas ovens I Tecnogas SUPERIORS Door Design Panorama Glasses 3 Main Oven Lights 2 Auxiliary Oven Lights 2 Equipment Telescopic Glide Shelves 1 sex, main Main Oven Wire Shelves 2 Auxiliary Oven Wire Shelves 1 Enamelled Trays 1 Trivet 1 C- • Feet Adjustable Stainless Steel Toekick Optional Connections and Warranty Gas Adjustment: Natural Gas Standard Gas Adjustment: LPG Available - Model RN483GPS_SL 10/5/2016 Range NEXT 48' Panorama Stainless steel - 4 induction, griddle, 2 gas and 2 gas ovens I Tecnogas SUPERIORS 120/240 -- 60 V — Hz Max Amp Usage -- Power Rating 43 -- 3,600 A — W Certification CSA, Star-K Warranty 2 years Drawings PlLtmbtaj eireK c.Aa o.A v NpD OG N p 7- v N 0 ci rn ti,- v vo NS Ap n O y ,, r3v.x ;.- S`U o,` Lim>:`' , sT, FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ¢EB61E VELAZQUE ADD 12000 BTU Builder Name- JOE MCGAHEY Street: 106 GROVE HOLLOW CT Permit Office: City. State, NFya.iZp sARD. FOL,377' 2sOwner: DEBBIE VELAZQUE Permit Number. Jurisdiction. # 1U 2268C JAUNANDDesign Location, FL, Sanford County:: Seminole (Florida Climato 2 FOARRJ` 1. New construction or''existing Addition 9. Wall Types(213.3 sgft.) insulation Area 2. Single family or muldpie family Single-family a. Frame Wood. Exterior R=13.0 213.33 ft" 3. Number of units. if rAultipla family 1 b. N/A c. N/A R= fe R= R2 4. Number of BedroomBedrms In Addition) 0(0) d. N/A R= R' 5. Is this a worst case'?, No 10. Ceiling Types (320.0 sgft.) a. Under Attic (Vented) Insulation Area R=30. 0 320.00 R' 6. Conditioned floor area above grade (ft=) 320 b. NIA R= Ra Conditioned floor area below grade (ft') 0 c. NIA R = 7. Windows( 39.6 sgft j Description Area 11. Du s R t" a. U- Factor I Dbl, U=0.35 39 58 ft' SHGC: t SHGC= 0. 25 b. U- Factor: N/A ft' 12. Cooling systems kStu/hr Efficiency SHGC' a. Central Unit 12.0 SEER:26.00 c. U- Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft' a. Electric Heat Pump 11.0 HSPF:12.50 SHGC: ! Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.250 14 Hot water systems - None required 8. Floor T i q Types (320.0 s ft.) Insulation Area a. Cap: N/A EF:0. 000 a. Slab - On -Grade Edge Insulation R=0.0 320.00 ft' b. Conservation features b. N/ A R= ft' c. N/ A i R= ft' 15. Credits None Glass/Floor Area: 10.124 Total Proposed Modified Loads: 6.91 PASS i TotalBaselineLoads: 10.05 I I hereby certify that the plans and specifications covered by Review of the plans and HE S-r4 this calculation are iri compliance with the Florida Energy Code. specifications covered by this indicates OT? Fp calculation compliance Florida PREPARED BY: / with the Energy Code. Before construction is compJetvd-.:;'` 4 t ,''• -:: ;;; ,, O i. __% ..c.._ i'rl.J..- _ _ _ DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes.-' with the Florida Energy Code. COD OWNER/AGENT:-;-, BUILDING OFFICIAL: DATE: --_-•_-_ __--------- - _ -._ ._ _ _._. _ - DATE: Compliance requKes certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sbated in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/26/ 2016 8:54 APd ' EnergyGauge4D USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 PnIUA Rdnct-2nid PROJECT Title: I DEBSIE VELAZQUE ADD 12 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 320 Lot # Owner JAUN AND DESSIE VELAZQ Total. Stories: 1 Block/SubDiyision: of Units: 1 Worst Case: No PlatBook: Builder Name: JOE MCGAHEY Rotate Angle: 0 Street: 106 GROVE HOLLOW Permit Office. Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State. Zip: SANFORD , Family Type: Single-family FL, 32773 New/Existing: Addition Comment. 405 2014 ENERGY FORMS 1 j CLIMATE 1 I IECC Design Temp Int Design Temp Heating Design Daily Temp Design Lo ation TMY Site Zone 97.5 % 2.5 % y _- - - — Winter Summer Degree Days Moisture Range FL, Sanf bid FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number IName Area Volume 1 BIOSk1 320 2500 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infii ID Finished Cooled Heated i Kitchen 320 2560 Yes 2 0 1 Yes Yes Yes I FLOORS p Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Kitchen 27 ft 0 320 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 34741 68 R' Light 0.8 No 0.9 No 0.6 22.6 ATTIC V 4 Type Ventilation Vent Ratio 0 in) Area RBS IRCC 1 — Full attic Vented 300-• . .. - I 320 R° —.-• NN CEILING Ceiling Type_ _ _ _ Space_ _ R-_Value _ Ins Type Area _ Framing F_ recTruss Type _ 1 Under Attic (Vented) Kitchen 30 Batt 320 R= 0.11 Wood 9/ 26/2016 8:54 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Comphant Software Page 2 of 4 FORM R405-2014 1 WALLS Adj2cent Cavity Width Haight Sheathing Framing Solar Below Omt_ ..._ .7G._ _...:^J;ll.Typa..._... _ Spate_ ...R_Valtw- •--F..t.--In _ F.t. _ tr._—__Area----R Vatue._Fraction._ ADsor.__Grade%_ 1 SE Exterior Frame - Wood Kitchen 13 26 a 8 213.3 rt' 0.23 0.5 0 WINDOWS 1 Orientation shown is the entered. Proposed orientation. Wen Overhang V # Omt ID Frame Panes NFRC U-factor SHGC Area Depth Separation Int Shade Screening 1 SE !1 Vinyl Double (Tinted) Yes 0.35 0.25 6.3 ft' 0 ft16 in 1 ft 0 in Drapes/blinds None 2 SE 1 Vinyl Double (Tinted) Yes 0.35 0.25 33.3 ft' 0 ft 16 in 1 ft 0 in Drapes/blinds I None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000254 213.3 11.71 22.03 1855 5 i HEATING SYSTEM System Type —_ _ _.— _ Subtype.—_ .. Efficiency Capacity Block ---Ducts_. 1 Electric Heat Pump Split HSFF:12.5 11 k6tu/hr 1 Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts _ 1 Centrat Unit I Split SEER: 26 12 kBtu/hr 360 cfm 0.75 1 Ductless t SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF i111 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling ((]] Jan ((]]Feb t Mar Heating ( X7 Jan tX] Feb Mar j Apr I]]May JXj Jun l`'XjjJul lX Aug {{X]] Sep (]Oct jj 1' Nov AprjMay ] Jun j Jul Au[ ] Se [ 1 Oct IXi NovDecVenting Dec X JJJan i jj Feb X Mar Xj Apr JJ May t J Jun ` JJ Jul 1 Aug [[ jj Se (X1ll Oct [[XXjj Nov ttJJ Dec 9/ 26/2016 8:54 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 3 of 4 FORM R405-2014 IThermostat SChedule: HERS 2005 ReferancA Schedule Type 1 2 3 4 Hours 5 6 7 8 9 to 1/ 12 Cooling MiD) PM 78 78 78 78 Cooling (WISH) AM PM 78 78 78 78 78 78 Heating (1lVD) PM 68 68 68 68 68 Heating (WISH) AM 68 68 68 68 PM 68 68 68 68 78 78 78 78 78 76 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 63 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 9/26/2016 8:54 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORAA R406-2014i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 69 The lower the EnergyPerformance, Index, the more efficient the home. 106 GROVE HOLLOW CT, SANFORD, FL, 32773 1. New construction or existing Addition 2 Single family or multipla family Single-family 3. Number of units. it niultspte family 1 4. Number of Bedrooms 0(0) 5. Is this a worst case? No 6. Conditioned floor area (ft') 320 7. %Nindow,— Description Area a. U-Factor, Dbl. U=0.35 39.50 R' SHGC: SHGC=0.25 b. U-Factor. WA ft' SHGC. c. U-Factor: NIA ft' SHGC: d. U-Factor: WA ft' SHGC: Area Weighted Average Overhang Depth, 1.333 ft. Area Weighted Average SHGC: 0.250 8. Floor Types ' Insulation Area a. Slab -On -Grade Edge insulation R=0 0 320.00 W b. NIA R= ft' c. NIA R= fix 9. Wall Types a Frame - Wood. Exterior b. N/A c. NIA d. N/A 10. Ceiling Types a Under Attic (Vented) b. NIA c. N/A 11. Duo% 12. Cooling systems a. Central Unit 13. Heating systems 9. Electric Heat Primp 14. Hot water systems - None required a. b. Conservation features 15. Credits I certify that this homy has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fpal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: - Date: Address of New Home: _ `_. _ ., _-- -. _ ._ ... --- - _ -•-_- - _ City/FL Zip: -- Insulation Area R; 13 0 213.33 R' R= ft' R= ft' R= Ra insulation Area Rz30.0 320.00 If' R= ft' R= fte R f+,a kBtu!hr Efficiency 12.0 SEER:26.00 kBtu/hr Efficiency 11.0 HSPF:12.50 Cap: NIA EF: None j"E S-rp .•wr.. C cc n WEYF Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEMJ incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required'.by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9.'26/2016 8:54 AM EnergyGauge(& USA - FlaRes2014 - Section R405.4 1 Compliant Software Page 1 of 1 FORM R406-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 108 GROVE HOLLOW CT Permit Number: SANFORD , FL. 37773 MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display cand be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law iSection 553.9065, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both pra so d and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building orcial shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specification9 Submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.411 Building thermal envelope. The building thermal anvalope shall comply with Sections R402.4.1..1 and R402 4.1.2. The seaiing,methods between dissimilar materials shall allow for differentiall expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordanca with the manufacturer'o instructiontl and the criteria listed in Table 402.4 1.1„ as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify Compliance. R402.4.1.2 Testing. The building or dWailing unit shall be tested and verified as having an air leakage rats of not oxceeding 5 air changes per hour in Climate Zonee 1 and 2. and 3 air changes per hour in Climate Zones 3 through S. Testing shall be conducted with a:blower door at a preseure of 0.2 inches w.g. (50 Pascals). Where required by the code official. testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing ohali be performed at any time after creation of all penetrations of the building thermal envelope. Dll:ring testing: 1: Exterior windows and doors. fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; Z' Dampers including exhaust, intake; makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3! Interior doors, if installed at the time of the test, shall be open; 4! Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5'Heating and cooling systems, if installed at the time of the test, shall be turned off: and 6.. Supply and return registers. if installed at the time of the test, shall be fully open. O R402.4!2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.46 Fenestration air leakage. Windows, skylights and sliding glass doors shalt have an air infiltration rate of no more than 0.3 cfm per squire foot (1.6 !Js/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AANIA/WDI'MCSA 101/I.S.2/A440 by an accredited. independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.44 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed homiraires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 ThermoIstat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts. air handlers. and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers. shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testingbelow. Duct lightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 563.99, Florida Statutes, or as authorized by Florida Statutes. to be 'substantially leak free" by either of the following: 1. Post -construction test- Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested.at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boois shali be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0. t inches w.g. (25Pa) across the System, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the tes!. total leakage shall be less than or equal to 3 cfm 85 Umin) par 100 square feet (9.29 m2) of conditioned floor area. Exceptions - I. The total leakage testis not required for ducts and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 9/26/2016 8:54 AM EnergyGauge® USA - FiaRes2014 - Section R405.4.1 Com Page 1 of 3 FbRPA R405-2014;[1 111TI-1011, 7. r MANDATORY REQUIREMENTS - (Continued) OCT 0 u nIS 0 R403.2.3 Building Cavities !Mandatory). Building framing cavitios shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41'C) or below 55°F (13'C) shall be insu ated to a minimum of R-3.. R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily acoossible manual stitch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shah have heat traps installed on both the inlets end outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater officlencies (Mandatory). 0 R403.4,4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service ?water heating systems shall be equipped with automatic temperature controls G3pablr, of adjustmont from the lowest to the highest acceptabie temperature settings for the intended use. The minimum tcmpereture 3ettirg range -,hall be from 1007 to 1407 (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burners) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404 2 in Chapter 4 of the Florida Building Code. Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors. and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.6 Mechanical ventilation (Mandatary). The building shall be provided with ventilation that meets the requirements of the Florida Building Code. Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automate or gravity dampers that dose when the ventilation system is not operating. 0 R403.6 Heating Ond tooting equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6 Equipment sizing. Heating and cooling equipment shall be sized in accordance With ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual j or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capaeitles at the design conditions describgd in Section R302.1. This code does not allow designer safety factors. provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as,standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.1S times greater than the total load calculated according to the procedure selected in Section 403.6. or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/26/2016 9 54 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) OCT 05 2010 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity i, a nominal, tatl_teSt-Valtta-And -_ shall not be used for equipment sizing. manufacture's expanded performance data shall be used to select cooling -only equipment. This selectiop shall be used to select cooling-eniy equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation for entering water temperature for water-sourca equipment), the blower Orn provided by the expanded performance data, the design value, for entering wet bulb temperature and the design value for entering dry bulb temperature. Destgn values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adiusted for return side gains if the return ductis) is installed in an unconditioned space. Exceptions: 1.: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is toss than the calculated total sensible load but not less than. 60 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump totai cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.61.2.2 Electric resistance furnaces. Eiectric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6 1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural daft atmospheric bumers shall not be ess than the design toad calculated in accordanco with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis. such as 'anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1.' A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 0 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. lJ R403.8 Snow meli system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic ar manual control that will allow shutoff when the outdoor temperature is above 40'F. D R403.9 Swimming pools, Inground spas and portable spas )Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403 9.3 and in accordance with ANSI/APSP-15 The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.4. Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall 'nave a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to most this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters. pumps and motors that have buiit in timers shall be deemed in compliance with this equipment. Exceptions: 1. ; Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and wsste-heat-racovery pool heating systems. 3. Where pumps are powered exclusively from on-sito renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat Ices. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-raccvered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy Lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to uhlae, high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R406.2 Performance ONLY. All ducts not entirely inside the budding thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have suffeent space, R-10 is allowed. 9/26/2016 8:54 AM EnergyGaugec& USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 I FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: ; DEE'DIE VELAZQUE ADD 12000 BTU Builder Name: JOE PACGAHEY Street: 100 GROVE HOLLOW CT Permit Office: City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: ' JAUN AND DEBBIE VELAZQUE Jurisdiction: Design Location: i FL. Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. l Air -permeable insulation shall not be used as a sealing material. Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned j attic spaces shall be seaied. I comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be seated. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in i exterior walls, or insulation that on installation readily conforms to available space shall extend 'behind piping and wiring. Shower/tub on Exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shell have asketed doors 9/26/2016 8:55 AM ` EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 t wrightso ` Building Analysis r.,.^-:.:.:: ; Job: Date: Sep 11, 2018 Entire House By: WMENERGYCALC8.14ET OCT 0 5 2016 ENERGYCALCS.NET 267 DELEON RD. DEBARY. FL 32713 Phone: 386-775-M8 Fax: 888-262-5406 • Emall: MAGGIFAENERGYCALCS.NET License: RESNETfl4557900 For: JAUN AND DEBBIE VELAZQUEZ 106 GROVE HOLLOW CT, SANFORD, FL 32773 DesignConditions Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (°F) 32 18 Latitude: 28°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 27.8 43.5 Dry bulb (°F) 38 93 Infiltration: Dailyrang%F) - 20 (M) Method Simplified Wet bulb (- 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/IF Btuh of load Walls 2.9 568 18.0 Glazing 11.2 504 16.0 Doors 0 0 0 Ceilings 1.0 328 10.4 Floors 2.6 844 26.7 Infiltration 3.8 914 29.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 3158 100.0 Component Btuh/IF Btuh of load Walls 2.2 435 4.3 Glazing 24.8 1117 11.1 Doors 0 0 0 Ceilings 1.7 543 5.4 Floors 0 0 0 Infiltration 1.1 270 2.7 Ducts 0 0 Ventilation 0 0 Internal gains 7690 76.5 Blower 0 0 Adjustments 0 Total I 1 11005%1 100.0 Latent Cooling Load =1003 Btuh Overall U-mlue = 0.080 Btuh/WF Data entries checked. wri htsoft 2016-Sep-26 08:55:329Right -Su Be® Universal 2017 17.0.04 RSU19553 page 1 ward0ownloadsWELAZOUE 12%2c000 BTUS.r&W .rup Celc = MJ8 House Front faces: NW Project Summate I >> ' ~ T,; `; yob: Wr gpt Oft oats: sep,,, 2016 Entire douse OCT 0 5 2016 I By: WWI ANERGYCALC&NET ENERGYCALCS.NET 267 DELEON RD, DEBARY, FL 32713 Phone: 366-775-090B Fax: 888-262-Um Emaft: MAGGIE@ENERGYCALCs.NE I License: RESNET#4557900 For: JAUN AND DEBBIE VELAZQUEZ 106 GROVE HOLLOW CT, SANFORD, FL 32773 Notes: Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3158 Btuh Structure 10054 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3158 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 10054 Btuh Method Construction quality Fireplaces Simplified Average 0 Area (fl') He32(I C 32e Wlume (fV) 2560 2560 Air changes/hour 0.61 0.32 Equiv. AVF (cim) 26 14 Heating Equipment Summary Make MITSUBISHI Trade MR SLIM Model MUZ-FH12NA AHRI ref 7002063 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 12.5 HSPF 13600 BF1h @ 47'F 31 400 cfm 0.127 cfm/Btuh 0.60 in H2O Latent Cooling Equipment Load Sizing Structure 1003 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1003 Btuh Equipment total load 11057 Btuh Req. total capacity at 0.70 SHR 1.2 ton Cooling Equipment Summary Make MITSUBISHI Trade MR SLIM Cond MUZ-FH12NA Coil MFZ-FH12NA AHRI ref 7002063 Efficiency 11.6 EER, 26 SEER Sensible cooling 8400 Btuh Latent cooling Total cooling 3600 12000 Btuh Btuh Actual air flow 400 cfm Air flow factor 0.040 clm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 0.91 Capacitybalance point=19 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2016-Sep•2608:55:32gRight-Sufte® Universa12017 17.0.04 RSU19553 Page 1 wartl0ownioadsWEIAZOUE 1296UM STUS.revi sup Cat = MA House Front faces: NW Job fit: by MWENERGYCALMNE... JAUN AND DEBBIE VELAZQUEZ 106 GROVE HOLLOW CT SANFORD, FL 32773 ENERGYCALCS.NET 267 DELEON RD DEBARY, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 MAGGIE a@ENERGYCALCS.NET Scale: 1 : 102 Page 1 Ri ght-Sul te® Uni vernal 2017 17.0.04 RSU19553 2016-Sep-26 08:56:06 VELAZOUE 12%2c000 BTUS.revi wrightsoft Manuel S Compliance Report Entire House Job: Date: Sep 11, 2018 By: WWWANEROYCALC8.NET ENERGYCALCS.NET 267 DELEON RD, DEWY, FL 32713 Phone: 386.775-0908 Fax: 888.262-5406 Email: MAGGIE@ENERGYCALCS.NET License: RESNETN4557900 For: Design Conditions JAUN AND DEBBIE VELAZQUEZ 106 GROVE HOLLOW CT, SANFORD, FL 32773 Outdoor design DB: 93.0°F Sensible gain: 10054 Btuh Outdoor design WB: 76.0°F Latent gain: 1003 Btuh Indoor design DB: 75.0°F Total gain: 11057 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: MITSUBISHI Actual airflow: 400 cfm Sensible capacity: 11000 Btuh Latent capacity: 1000 Btuh Total capacity: 12000 Btuh Design Conditions Outdoor design DB: 38.0°F Indoor design DB: 70.0°F Model: MUZ-FH12NA+MFZ-FH12NA 1090/9 of load 100% of load 109% of load SHR: 92% Heat loss: 3158 Btuh Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: MITSUBISHI Model: MUZ-FH12NA+MFZ-FH12NA Actual airflow: 400 cfm Output capacity: 13600 Btuh 431% of load Supplemental heat required: 0 Btuh The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 75.0°F Entering coil WB: 62.5°F Entering coil DB: 70.0'F Capacity balance: 19 OF Economic balance: -99 OF 2016-Sep-26 08:55:32 ti wrightSOW RlghtSutte® Universal 2017 17.0.04 RSU19553 Pape 1 wardlDownloadsWELAZOUE 12%2c000 STUS.revl .rup Calc = Md8 House Front races: NW RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit ## 1 6- 22 6 8 1 Project Location Address 3ANFORD ARqI 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.floridabuilding.org. 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 Plast ro Series N FL# 15180.4 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung PGT SH-200 FL# 239.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Page 1 of 3 SCIS Home I Lop In I use, ReolSlratlon Hot Topics I Submit Surcharge I Scats S Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Y®'' product Approvald:6 I y I USER: Public User Mw Product Approval Menu > Produtt or Applkanon Search > Application Ust > Application Detail FL # FL239-R24 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941)486-0100 Ext22318 druarkOpgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0200 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval 016-2268 Year 1994 10/25/2016 Page 2 of 3 Date Approved 09/08/2016 Summary of Products FL # IModel, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0505.02.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 15-0612.12b.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0714.05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0714.05.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.0i.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0714.01.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 Il 16-0714.02.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 1 SH-3000 (Large Missile Impact) I Architectural Systems Aluminum Single Hung Window 10/25/2016 MIAM FDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH-200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation' sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAN 15-0528.22 and consists of thispage 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 Y1061110Page1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11 - 0614. 01) C. ' CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1. Notice of Acceptance No.15-0528.22, issued to PGT Industries, Inc. for their Series SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09/01/16. jll"dak:;Z — Manuel ez, P.E. Product Contr Exa iner NOA No. 6- 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED f TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRYAPPLICATIONSIN MWMI-DARECOUNTY. USE ONLY MW44WECOUNTI' APPROVEO MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 d 0. SHEET 4 6 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5. SHEET 4. ALL WOOD SUCKS LESS THAN I.1A2• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/I THICK OR GREATER 1X AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESION AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 0 0, SHEET 4 6 S. NARROW JOINT SEALANT IS USED ON ALL FOURCORNERS OFTHE FRAME. INSTALLATION ANCHORS SHOULDBE SEALED. OVERALLSEAUNGOFLISHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADSBASED ON STRUCTURAL TEST PRESSURE. FRAMEANALYSISANDGLASSPER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. 0) THE ANCHORAGE METHODS SHOWN HAVE BEENDESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTI..6479. ELCO ULTRACON NON ELOO CRETEFLEX NOA ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADMALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4WI SERIES (FIN FRAME} WINDOWSHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWORSIMILAR, MAY BE USEDBYINSCRUM THE SHAPE INABLOCKAND OBTAINING DESIGN PRESSURESFORTHAT BLOCK SUE FROMTHETABLES ON SHEETS 2 & 3. WIDTH { HEIGHT 60MUTE PROWEW10M i-- WIDTH -•-I HEIGHT j__ AAO/fOP mOVEW,Olik1 PA0IYTOIEOWLINE 53-U!r TIP -TO -TIP WIDTH 52•IM BUCK WIDTH 52-U8 BUCK WIDTH NO ANCHORS 49-UB' 49-U6• REQUIRED IN VISIBLE LIGHT SIBLE LIGHT v MAxFRAMEHEADFl3• MAOC r_! --0 A t r D B•MAXFROM —--•- 77— 35-liE yI t• I I_ 3s-I!!' CENTEROF I 21- LIGHT J_ 1 VISIBLEMEETLNOIMAX, O.C. 7T UGIiTITIP -TO 0• MAX. O.C. / TIP HEIGHT I I A Tr I II C 1 HEIGHT I I I 7T M MAX. FROM 1 / L._ A BUCK MEETINNGG CENTER I HEIGHT RAIL / 23• I MAX. O.C. I! I 1irl—y8 NOANCHORSREQUIRED -0FLANGEME MAXINFLANGEFRASILL3• MAX. W MAX. O.0 TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION TESTED UNIT) ( TESTED UNIT) DESIGN PRESSURE RATING I IMPACT RATING VARIES. NOT RATED FOR SEE SHEETS 2 & 3 IMPACT RESISTANCE STANDARDS USED. 2014 FLORIDA BUILDING CODE (FBC), STH EDITION ASTM E13WO ANSVAF&PA NOS•2012 FOR WOOD CONSTRUCTION ALUMINUMDESIGN MANUAL, ADM-2010 AISIS100.0762. 2010 Y.• Hu. 5E705 k J 5 2.1 J= vim'•. CMD'.• . j 1070 TECHNOLOGY ORIYE 4 •; N. VENICE, FL 34275 P.O. BOX 1529 OI 1o,LNOKOMIS. FL 34274 A LYNIi WiEIL P E CERT. OF AUIH. 129296 PESSOM WIDETO SHEETS. GENERAL NOTES .................... 1 ELEVATIONS...„ ................. _._._. 1 DESIGN PRESSURES.--..„ 26 3 INSTALLATION, FLANGE--.—. 4 INSTALLATION, INTEGRAL FIN.„ 5 ANCHOR QUANTITIES.... _....... .. 6 GLAZING DETAILS .. ._._....._._ 7 CORNER ASSEMBLY... _......_ 7 EXTRUSION PROFILES ............. 6 PARTS LIST ..... „.... _--._.._._._. 6 PRODUCT REVISED u wglyor+ ith Y FTadw BA oaoeeHo L'•G505.02 ROAnd W. Dow RWAWW:IG SPACERS. D•• Q 1 JR 04/ 22/16 AD°ECTM SASH MVCITSBT Rwbb OY DOW o•wano, c omm ei' GENERAL NOTES 81 ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION 05/11/11 Sara/Yoeb soon: SAw6 SH-200 NTS 1 OF 8 1 MD-SH2O0-01 I C TABLE 1: TABLE T. PRODUCT REVISED mamplyuR wlmduFlo B N- 16'0SCdk CX C.y:nt om I ay Miam hobb U TABLE k uT OO o O 0 = gQx J d LL O FIGURE A SASH 3 = N CROSS SECTION Q OWITHMONOLITHIC GLASS) Z F to Z Ii C4 Z o a = o lI 0_ J = WSHEIGHr II HEIGHT W ZIBLELIGHTSASH0) 0 II o SASH HEIGHT • 9-0/16• 1 i al oNXJ + I I Idl.. 6 0 i Lill`/ Ia' '•ictAGCHc•• n NOTES 1) USE THIS TABLE FOR ALL WINDOWSTHATAREGLAZED WITH IM ANNEALED GLASS (TYPE A). ., 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH .Z- OR HEIGHT DIMENSION W40WN ON THE TABLE. •'• i.7 ' F 4 - •• A IYNMeaQ1ER P.EWINDOWHEIGHT • SASH HEIGHT CAN NOT EXCEED Sr. P EY 387M Maximum Sash Oeslgn Pressure (IbsJR2) for Glass Type A, Fin b Flange Frame window M, see Fgtae A. this sheet) Maximum Window Width' 19-1/8' 28.1/I 33' 37' 41' 4S 49' S31/8' 23' 11SI18' (Equal Ute) 55.0 90.0 55.0 50.0 55.0 50.0 55.0 S00 55.0 50.0 55.0 50.0 55.0 50.0 55.0 90.0 taller 18.9/18' 55.7 30 0 55.0 90.0 55 0 75.2 55.0 55.5 55.0 57.3 50.2 50.2 46.8 44.8 39.9 J9.9 37' 18S116' (Equal Ute) 55.0 90.0 55.0 50.0 55.0 84.2 55.0 74.5 55.0 58.5 r55.0 51.0 55.0 57 7 r55.0 55 0 oAer 1841116• 55.0 90.0 55.0 50.0 55.0' 75.2 55.0 SS.s 55.0 57.3 50.2 50.2 41.8 4.8 39.8 39.9 under 1S7/8' 55.0 50.0 55.0 57.1 56.0 73.4 55.0 53.8 55.01 38.8 50.0 50.0 44.8 41.8 H0.0 0.0 1S7l8' ihru 19.3I18' s 55.0, 50.0 55.0 90.0 55.0 78.7 55.0 58.0 55.0 58.5 51.1 51.1 45.9 45.9 41.3 41.3 19.1/4• (Equal Ute) 55.0 J0.0 55.0 30.0 55.0 52.7 55.0 726 55.0 83.5 55.0 57.9 54.2 54.2 r51.5 51.5 over 151/4• 55.0' 50.0 55.0 57.1 55.0 73.4 55.0 83.8 r55.0 58.8 50.0 50.0 11.8 a.t.8 40.0 0.0 order 19SI16' 55.0 51.5 55.0 72.3 55.0 51.3 55.0 55.3 50.5 50.5 15.8 5.8 420 420 38.7 38.7 19.8118' ltw 22-1/2' 1 55.0 90.0 55.0 57.9 56 0 74.0 55.0 54.3 55.0 58.9 50.1 50.1 41.8 41.8 40.0 0.0 22SI18• (Equal Ute) 55.0 50.0 55.0 50.0 r55 0 78.8 55.0 58.1 55,0 58.5 r51.1 St 1 48.0 48.0 41.4 41.4 oter228l18' 55.0 A1.5 55.0 723 55.0 b1.3 r55.0 55.3 50.5 50.5 r15.8' 45.8 120 42.0 38,7 38.7 wider 2t11l8• 55.0 71.8 55.0 Jt2.8 55.0 55.4 50.3 50.3 15.9 5.9 41.7 1 1.7 38.9 38.9 38.2 38.2 Monolithic Glass Types A 1/C Annealed 8 1!8' Tempered C 3/18' Annealed D 3/18' Tempered E 1/1' Annealed F 1!1' Tempered Insulated Glass Types G 1/8' Annealed, 1/4' AlBpace, 1/8" Annealed H 3118' Annealed, 3l18' Airspace, 1/8' Annealed I 1!8' Tempered, 1/4' Aln:)Taee. 1/8' Tempered J 3118' Tempered, 3118' Airspace, 118' Tempered TABLE.• TABLE 2: Maximum Sash Hd Design Pressure (IbslR=) fog Glass Type B - J, Fin 3 Flange RtODUCTREVISED u canplymg wim er ftaidq B w 1 02GPmranOm nyMomi hMisl 08 Q}S u yy in m Z O H g O o co 00 W O TABLE 3: FIGURE A. SASH CROSS SECTION WITH I.G. GLASS) iI1 I 11 I ;I I _ VISIBLE HEILIGHT I HE v I I 8E m N O W NZ it d S2 O Z_ 0 Z H O X X Sd nt 0o R SASH HEIGHT-3-wir 1 I I II I jir lI 1 ll 5 E, 1 Si . f i. NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZEO WITH GLASS TYPES 8 - J. NOT APPLICABLEWITH 1A)- ANNEALED GLASS (TYPE Al, CS • * '_ 2) FOR SUES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. n •. S, ;-, V; c^•...;,J;_e .• .; WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED $7, A LY .E 4 50705 PJi. P. Eq ye7e$ Window Height' see FgureA, this shed) Frame AA® cunum Window Width' 19. 1/8• 28-1? 33' 37• Il• 45• 49^ 53-1I8' 23' 11-0/18• (Equal Ute) 55.0 4)0.0 55.0 400.0 55.0 0.0 55.0 00.0 55.0 90.0 55.0430.0 550 J30.0 55.0 0.0under 18.9/18• 55.0 0.0 55.0 410.0 SS.O0.0 r55.0 400.0 55.0 430.0 55.0 J34.3 SSG 78.0 55.0 72.9 3T 188/18' (Equal Ute) 55.0 410.0 55.0 J90.0 55.0J30.0 55.0 400.0 55.0 90.0 55.0 90.0 SSG 1.1 55.0 73.1 vier 188/18' r55.0 90.0 55.0 1)0.0 55.0410.0 55.0 490.0 55.0 0.0 55.0 Jt4.3 SSG 78.0 SSG 729 under 1s7/e 56.0 o.o 55.0 4)O.o ss.o o.o ss.o o.o 55.0 s.s 55.0 J31.e SSo as.D 55.0J38.s 8• t5-7/8'Ihm18 118's 56.0 0.0 r56.00.0 55.090.0 55.0 90.0 55.0 0.0 55.0 7.9 55.0 78.8 55.071.2 lava• ( Equal ate) s5.o 4)O.o r55.0 J00.0 55.0 O.o ss.o 430.0 55.0 400.0 55.0 81.e ss.o 78.e SSo 7t.2 over 19-1/4' 56.0 J30.055.0 A0.0 r55.0 4i'0.0 r55.0 400.0 r55.0 88.5 55.0 J11.8 5 0 75.0 55.0 88.5 under 194118• 55.0 4)0.0 55.0Jl0.0SS.O I 0.0 55.0J38.5 55.0 J30.2 55.0 73.2 r5S0 8.3 SSG 59.7 94Y1 Illnr 22-1R" s 55.0 0.0 55.060.0 55.0 430.0 55.0430.0 55.0. J39.1 55.0 J8.5 55.070.0 55.0 83.0 z24v, e• (Egad Ute) 56.0 0.0 55.00.0 55.0 400.0 55.0 0.0 55.0 Jf9.3 55.0 78.5 SSG 70.0 55.0133.0 older 2240/18• r55.000.0 56.0J30.0 Ss.O 430.0 55.0J68.5 SS.O J30.2 55.0 73.2 SSG 8.3 55.0J39.7 under20. 1/6' 55.0 J30.0 55.0 Jt0.0 55.0 88.0 55.0 J31.8 55.0 75.7 r55.0 89.2 r5S0 ffi.8 55.0 47.7 48' 20• v8• NN 2d-12• s 55.0 J30.0 55.00.055.0 A0.0 55.00.0 55.0 Jl4.8 55.0 74.2 r55.0J3lS.9 55 0J39., 244)/ 18' (Equal Ute) 55.0 43Q0 56.0 90.0 55.0 4)0.0 55.0J30.0 55.0 81.8 55.0 74.2 SSG ffi.9 55.0 419.1 over 244)/,8' 55.0J10.0 56.0 4)0.0 55.0 JI8.0 55.0 J31.8 SS.O 75.7 55.0 439.2 aSO ffi.8 55.0 di7.7 under 20.13/18• 55.0 00.0 55.0 410.0 55.0 3.5 r55.079.1 55.0 74.0 55.0 47.3 55.081.9 55.0 58.8 ZD- 13r16' Iilnl 255I1 s 55.0430.056.0 A0.0 55.0 0.0 55.0 90.055.0 3.2 r55.0 72.7 550 44.5 550 b7.8 50• S/8• 2s3/e• (Ewa uro) ss.oato.o55.0, 4m.o ss.o 4m.o ss.o 400.0 rss.o s,.z ss.o n.7 sSo 4ls.s sso s7.a older 253r8' 55.0 J00.055.0 4)0.055.0 J33.5 55.0 79.1 55.0 71.0 55.0 437.3 550 41.9 SSG 58.8 undo 24-15118' 55.0J37.9 55.0 75.8 55.0 dS7 55.0 ffi.3 55.0 J30.0 55.0 58.5 53.2 53.2 49.8 9.8 34- 15/18• tlIm 30.1R• 3 55.0J37.9 56.0 75.8 55.0 74.1 55.0 74.1 55.0 74.1 55.0 5.5 550 57.5 51.1 a1.1 81' 369/ 18' (Equal Ute) 56.047.9 r55.0 75.8 r55.0 74.1 55.0 7/.1 55.0 74.1 rSS.O J45.5 SSG J7.5 51.1 Ji1.1 over 308/t8' 55.0 Jf7.9 56.0 75.6 SS.O 74.1 55.0 74.1 55.0 74.0 r55.0 85.5 r55,0 L7.5 51.1 51.1 under 253/4• 55.083.9 56.0 71.7 55.0 420 55.0 49.9 55.0 b7.8 54.5 51.5 51.3 L1.3 48.3 8.3 83• 253r4• utN 31.1f2• s 55.0 3.9 56.0 71.7 55.0 88.4 55.0 9A 55.0 ffi.4 55.0 4i4.5 550 418.5 50.2J50.2 31- 9/18' (Equal Ute) 55.0 83.9 5tS.0 71.7 55.0 4i9.1 55.0 J39.1 55.0 JtB.4 55.0 44.5 SSG 58.5 50.2 50.2 over 31-0/18• 55.0 J33.9 55.0 71.7 55.0 89.4 55.0 139.1 55.0 ffi.4 55.0414.5 SSG 68.5 50.2 02 under29314' 55.0 438.3 56.0 1i8.3 52.1 L21 51.5 51.5 51.5 51.5 51.5 51.5 50.0 bD.O N8.1 48.4 293r4' UtN 38.1/J' s 55.0 08.3 Ji8.3 52.1 a21 51.5 li1.5 51.5 at.5 51.5 51.5 51.5 18.4 48.4 388/ 18• (Equal Ute) 55.0 88.3 J38.3 52.1 21 r51.5 J51.5 51.5 Ji1.5 51.5 51.5 51.5 L1.S 48.448.1 oler3tF&/ 18• 55.0 88.3 P+90.8 58. 3 52.1 21 51.5 11.5 51.5 b1.5 51.5 51.5 51.5 61.5 48.4 48.4 under 313/4' 55.0 425 a0.8 48.3 48.3 45.2 5.2 45.0 45.0 r45.0 d5.0 450 45.0 45.0 5.0 78• 31314• tlIN 39• s 56.0 1)25 S0.8+d8.348.3+45.2 5.2+45.015.0+a5.0 45.0 r4S0 d5.0 450 5.039.1/18• Equal Ute) 56.0 d25 S0.848.3 48.3 45.2 45.2 dS.O 5.0 45.0 45.0 dSO 5.0 r4S0 45.0 llp4ofip dimensionsbr tlallpe winders shown. for M WYIIIdoWe or buck dimensions, subtract 1•. OWeral sash height. For clear daylight hddlt, subtract 34118'. s Sizerange includes the standard Pn>Vlew (3 oler4configuration) Itr the yhen Window Height. For overa0 sash width, subtract 2-15r1tT trom the buck dlmembn. MonoURtic Glass Types A 1/8• Annealed 8 tie' Tempered C 3116• Amreded 0 3118' Tempered E 1/4• Annealed f 1/4• Tempered Insulated Glans Types G 8' Annealed, 1/P Airspace, 1/8• Annealed H 3/18' Annealed. 3/18• Airspace, 1/8' Annealed I 1/8• Tempered, ,u• Alrapece. 1/8• Tempered J 3/18' Tempered, 3/18• Airspace, 1/8• Tempered INSTALLATION DETAILS FOR FLANGE FRAMES OPTIONAL AI)OON 13 INSTALLATION FLANGE 0HEAD, OPTION 1 s1u a JAMBS CURVED HEADER INSTALLATION INTO WOOD 2X. SEENOTE 2. THIS SHEET.----r—. 1.4e5• L L VISIBLE LIGHT HEIGHT T-- I 41 BUCK EXTERIORHEIGHT EMBEDMENTVILNSTALLATION Iy MAX SHIMJJJTYP. ANCHOR TYPE. EMBEOMENTANDEDGE DISTANCE SSEEEETTABBLE 3. THIS SHEET. OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WO00 2XNO ANCHORS J REQUIRED AT HEADER. CONCRETEICMU EMBEDMENT PER ANCHOR REQUIREMENT 1r1 MAX EDGE SHIM DISTANCE TYP. ANCHOR TYPE. EMBEDMENT .. AND EOGE .. DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1r4• MAX. SHIM et2 STEEL 1 SELF -DRILLING 1 SMS (CAS), SEE TABLE THIS SHEETS USE EITHER LATCH (/ tg) OR INSTALLATION BOTTOM LOCK OPTION 4 TIP•TO-TIP 3235 (811) TESTED INSTALLAT7 N HEIGHT II UNIT LOCATION: ANCHORSII64M' FROM DIRECTLY INTO 1_ II I 64 VENTEND. METAL IVISIBLE II I 7 3 LIGHT HEIGHT11 1 36 DADE APPROVED MULLION, II I ALUMINUM, STEEL FRAMING OREXTERIOR T II I 11 STEEL STUD. SEE SUBSTRATE FL CONCRETEACMU PER ANCHOR T REOUIREMENfYp, ANCHOR TYPE, EMBEOMENTANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5. THIS SHEET. 38 Y IEMBEOMENT EDGE DISTANCE 32. 3E-- EXTERIOR INSTALLATION OPTION 3 VISIBLE LIGHT WIDTH —1 INSTALLATION ANCHORS BUCK WIDTH THROUGH 1X SUCKSTRIP TIP - TO -TIP WIDTH INTO MASONRY, HORIZONTAL SECTION A -A EGRES TABLE5: Anchor Group Thor Subamte Min. Edge Oletence Min. Embedment A 114' 410 SS CleteFlex U V-Aad CMU, (ASTM C•BO) 13/4' 1-1/4' B 012 Steil SMs Screw ( GS) P. T. Southern Pins (SG a .55) 11/1e" I-w 1/ 4' 410 SS CrdeFlex Comets (min. 3.35 ksq 1' 1' Ungrouted CMU, (ASTM C•90) 1314• 1.1/4' C 1/4' Steil Ullecdn P. T. SaAhem Pine G a .55 1' I-w Concrete ( min. 2.9 ksq 1' 13/a' Unyouled CMU, (ASTM CAD) 2.1? 1.114• MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE Aluminum, 6091T5 min. 3ItT 1l8'• Steer Stud, Gr. 33 min. 3l8' O.O:M6 (20 Gs)• A36 sled 3/8' 1/B" P. T. Sadhern Pine (SG .55) 1' 13I8- II I PROPERTIES. TABLE S. THIS SHEET. I I NOTES 43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2. 254' 31 20 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.1/Y THICK ARE TO BE OONSIDERED IX INSTALLATIONS. zx w0ooS FORMULAS EQUAL- LITE) WIDTH: TIP -TO -TIP WIDTH - P HEIGHT - TIP -TO -TIP WIDnY! - 63118• WIDTH ( SASHT nP-TO-TIP WIDTH - 5.1H WIDTH ( FIXED). TIP-70-TIP WIDTH - 4' HEIGHT: ( TIP -TO -TIP HEIGHT - 7-111OW 2 1X W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-Ilr THICK OR GREATER. 1X MID 2X BUCKS PRODUCT REVISED SUCKSTRIP, (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBUTY OF THE a aimPlymaidi meFTaidsSEENOTE2. ENGINEER OR ARCHITECT OF RECORD. OWWay 00* THISSHEET. G 0 IG 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 1 1 • • " 11 RwWd Br Oolc Ra tlan: REFERREDTOASDAYLIGHTOPENING) IS " YNN 1/ 4• MAXMEASUREO FROM BEADING TO BEADING. e. 10ENS 9 JR 04/22/16 NO CHANGE Ai haerel SHIMZ•. RadaM W. OoM: Rw4la, NO ANCHORS ' No. S6T55 * '_ REQUIRED IN CONCRETE PER _ FLANGE • . ANCHOR — — B Oman FRAME SILL . ' • REQUIREMENT •0 •.rC- S • G ; c: _ FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI j ' S./.S 1070 TECHNOLIM DRIVE Ind: amc FLCPInA•.•? ;; N. FO CBEO%F152975 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B '`'/i1pL :' NOKOMIS: FL 3427s ,ayM„rt tea: sr..e oa.ay Nw Rar AL PEA so CERT.OF AM #29298 SH-200 NTS 4 OF 8 MD-SH2O0-01 C P.E t 5e705 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION ZX WOOD, SEE NOTE 2. THIS SHEET OPTION 5 EMBEDMENT CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) "— THROUGH THE FIN EDGE.L ! 1 2.751' BUCK HEIGHT EDGE DOGE DISTANCE EDGE DISTANCE 1/4• MAX SHIM EDGE 114' MAX SHIM GYP. ANCHOR TYPE. DISTANCE EMBEDMENT AND EDGE 2X WOOD. SEE DISTANCE PER SUBSTRATE, O NOTE 2. THIS SEE TABLE S. THIS SHEET. SHEET HORIZONTAL SECTION C-C EMBEDMENT INSTALLATION DISTANCE PER SUBSTRATE SEE TABLE 6. THIS SHEET. INSTALLATION OPTION INSTALLATION ANCHORINSTALLATIONOPTION5J2r OPTION E INSTALLATION EXTERIOR NAIL) THROUGH THE FIN HEADER ANCHOR (SCREW) ANCHORSTRAIGHTVISIBLELIGHTWIDTH INSTALLATION ANCHOR SCREW) THROUGH THE FIN THROUGH THEFIN BUCK WIDTH EGRESS FORMULAS INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FM e10 STEEL SELF -DRILLING SMS (05) EQUAL-LITE) MULLION SECTION WIDTH: BUCKWIDTH -3' HEIGHT, BUCK HEIGHTQ - 5.1YIW DADE APPROVED MULLION. MAY 8E VERTICAL OR HORCONTAL VISIBLE LIGHT FORMULAS1/1• SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6. THIS SHEET. EQUAL-LITE) 1H'MAX.SHIM EXTERIOR the/ WITH FIN REMOVED EXTERIOR T•IyL: JII ALUMINUM/ STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 6, THIS SHEET. NOTES Anchor SubWate Min. Edge Olsonce Min. Embedment 2- 1/2' x .113• Box Nell P.T. Soulhem Pine (SG - .55) 1/2' 2-7/1W 2- 1/2• x .131' Common Nap P.T. Southem Pine (SG = .55) 911s' 2.7110' 2- 1/r x .W Roo" Nall P.T. SaAhem Pine (SG - .W oils' 2-7/I6' 010 SteelSMS Screw (GS) P. T. Soulhem Pine (SG a .55) W I-w Ahmhurm 6063-T5min 31s' 1/8' Steel Stud. Gr. 33 min. 13/8- a0.038 A35 Steel 1/B' WIDTH ( SASH): BUCK WIDTH - 4-1116' WIDTH ( FIXED) BUCK WIDTH - 3• HEIGHT: ( BUCK HEIGHT - 6-1/1W) 12 PRODUCT REVISED as wntpiyuq with thefkri& 1 USE ONLY SUBSTRATE r1N' MAX SHIM APPROPRIATE ANCHORS LISTED MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE t t It ! • • Bmwips CO& H. .paJ,OS. 02 Attpiat Oa. /,$Y) J+—Ji ANCHHOR PD ON TABLEaOF THIS SHEET. FOLLLODISTANWCE BEDLIMITnvAND EDGE k'4I/ gi;, JR 04/ 22/16 NO CHANGE•rtea.. l•/,EMBED. EDGE DISTANCE PER SUBSTRATE. E NCE INSTALLATION OPTION SHOWN Rawfab W. Oats RrArlorr SEE TABLE 6. THIS SHEET p MAY BE USED ONANY SIDE OF THE INSTALLATION EDGEDISTANCE WINDOW. 2) 2XWOOD FRAMING ORBUCK FIN FRAME INSTALLATION DETAILS J ROSOWSKI 1•IR' THICK OR GREATER w; OPTION 6 EMBEDMENT c-••. F.aaIOA. •; 1070 TECHNOLOGY DRIVE TMc door, INSTALLATION ANCHOR NAIL)THROUGH THE FIN 2XWOOD.SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH ORHEIGHT 1 ` 1cf5` G; N. PAFIL275 1529 SINGLEHUNG WINDOW INSTALLATION 05/11/11 ALSO REFERRED TO AS DAYLIGHT OPENING) ISMEASURED FROM t + A LYN4 "E0.P. E NOKONIS, FL3427 yoAek Sooty; Slw t OterAO C VERTICAL SECTION D- DBEADINGTOBEADING. P.E/ SA05 OERT. OF AUm. /2920e SH-200 NTS 5 OF 8 MD-SH2O0-01 T Md,or QuantMBB Requbed, Flange Frame PRODUCTREVISED Mum u ;;M w Wldh 0 v4cW" ul h de FWds 161/8' mirr 3Y 3r 41• •s• •V ssVe' BwldwgCab I vo50A1,11.11No 02 MuY vn Gp A TBGksceDksc G ap•Was Baa aiz Gsa pa s A GaaMW B Groaa as rcsA B aa Wa is O$ ok scBGas a GasM W¢sA aasB ssUWaz as W¢s A a saB Gas epasiA Qks cvWs BOs MWcs WYdwSoh1s a oiDePk.• I" Ai 1M jiIdre/ ZI 23• 114/ 1e' Mgwd Ue) 2 21 212 2 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 21 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Vdwlw r 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2. 2 3 2 3 2. 2 3 2 3 2. 2 3 2 3 2 3r laanv lEalelUb) 2 2 S S 2 2 2 2 2 2 S 2 2 2 2 S 2 2 2 2 2 S 2 S 3 7 2 2 2 2 3 3 ] 7 2 2 3 3 3 7 S 2 7 3 J J S 2 YU kna te•Y1S 2 2 2 S 2 2 2 2 2 2 2 2 2 3 2 3 2 2 S 3 2 3 2 2 2 3 2 J 2 3 2 1 2 3 2 3 2 1 2 3 2 3 24 S 3 2 3 N uner ls•TA1• 2 2 S 2 2 2 7 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2• 2 3 2 3 2• 2 3 2 3 2 • 2 3 2 3 2 • 2 3 2 7 2 O 7a-YC ovw oar tswir 2 z x 2 S S 2 2 z z 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 S TO 161/•• (Eeut UM) 2 2 2 2 2 2 222222222222332222332222J333223733223a7322errtill•• 2 2 2 2 z 2 2 3 2 2 2 2 z 3 2 3 2 2 z 3 2 3 2 3 2 • 2 3 2 3 24 2 3 2 3 2 • 2 3 2 3 2 • 2 3 2 3 O ude iwiC 2 2 2 2 2 2 3 2322242J232123232. 2. 2 3 2 1 2. 2 3 2. 2. 2 3 2. 2 3 2 3 2 v lwty elu 22-1r! S 2 2 2 2 3 2 22 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 • 3 3 2 3 2 3 3 3 S 3 2 3 2 3 2 3 2 3 2 3 2 3 2 ~ 4g O 22Y1a' (Epu d UY) 2 2 2 2 22222222332222333322333322333722733322333322Q6wr22arte' 2 S 3 2 2 2 2 3 S 3 2 2 2• 2 3 2 3 z. 2 3 2 3 2• 2• z 3 z. 2• 2 3 2• 2• 2 3 2• 2 3 2 3 6 uner 261/a' 2 2 2 2 2 2 3 2 3 2 3 2 • 2 3 2 3 2 • 2 • 2 3 2• 2 • 2 3 2 • 2 • 2 3 2 • 2 • 2 3 2 • 2 • 2 3 2 I H to 2aIffeuu2LI1r' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 • 3 3 2 3 24 3 3 2 3 2 • 3 J 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 II l!•7 LL• zMMlv(EVuI LIY) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 J 3 3 2 2 3 3 3 3 2 2 I - O ewr ZIWVIGP 2 2 2 2 2 2 2 3: 3 2 3 2 • 2 3 2 3 24 2 • 2 3 2 • 2 • 2 3 2 • 1 24 2 3 2• 24 2 3 24 2 • 2 3 I 3 T wdw 2613f1r 3 2 2 2 2 2 3: 3 21 3 24 24 2 J 2. 2. 2 3 24 2. 2 3 1 24 S• 2 3 24 1 S• 2 3 2. 2. 2 3 2 I O 2613HC tluu 23•N16" 2 2 2 2 2 2 3 S 2 2 2 2 3 2 7 2 3 2• J 3 3 3 2 1 3 J ] 3 2 • 3 3 2 3 2 1 3 a 2 7 2 3 7 3 2 3 S VISIBLE LIGHT II SASH 366T 2'5W(EpM Ulm) 2 S 2 2 2 2 22 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 HEIGHT ii HEIGHT Z > Z trer 2'lYC 2 7 2 2 2 2 2 3 23 2 3 2 • 2 • 2 3 2 • 2 • 2 3 2 • 2 • 2 3 2 • 24 2 3 2 • 24 2 3 2 • 2 • 2 7 SASH HEIGHT 1 V uMe2••Isne' 3 7 3 3 7 3 • a J 3 3 3 • 7 • 3 3 3 • J • 7 7 7 • 7 • 3 3 3 S 7 • 3 7 3 S 3 • 3 • 3 S 3 • 7 • 3 a Z a,• 3••lvlvthu30•u7' 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 • 3 3 2 3 24 3 • 3 3 2 • 3 3 3 3 2 • 3 3 2 3 2 • 3 3 2 3 2 j CV W ] o 3w1C (EpM Uhl) 2 2 2 2 2 2 2222223333223a3322333333373337333333333322110 = N ew 30i/ie' 2 3 2 2 2 2 2323222 • 2 a 2 3 2 • S 3 2 3 3 • 2 • 2 3 3 • 24 2 a 24 24 2 7 2• 2 3 2 3 1 O LU arse 2"r 3 2 3 2 3 24 2 3 2 3 24 2 3 2 3 2. 2. 2 3 2. 2. 2 3 2 3 2. 2 3 2 3 2. 2. 2 3 2. 2. 2 er 23AM•am 31.111' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 24 3 3 2 3 2 • 3 3 3 3 2 • 3 • 3 3 2 • 3 3 2 3 2 • J 3 2 3 2 I ! Z Z 31ir1? (EpM UIs) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 Ei Q 314/10' S 2 S 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2. 2 3 2 3 3. 2. 2 3 3. 2. 2 3 3. 2. 2 3 742 3 2 J www2l-w 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 E• 2 3 2 3 24 24 2 3 24 24 2 3 I S 24 24 2 3 2• 2• 2 yy 20.Y•• NM 36112•' 3 2 3 2 3 2 3 2 3 2 3 S 3 2 3 2 3 2 3 2 3 2 7 2 3 2 3 2 3 2 1 3 3 2 3 2 • 3) • 3 3 2 • 34 a 7 2 n lG 3wtr (East UY) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 ` N ma 364"e' 2 2 z 2 2 2 x 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 23 3 3 3 2 3 34 J 3 30 3• 3 33,.TH• 3 2 3 2 3 2 3 2 3 232323232323272• 2 3 2 3 2 • 2 • 2 3 2 • 2 • 2 3 2 • 2 3 231d1• esu 3P' 3 2 3 2 3 S J 2 3232323S3232J232323232733232 • J 3 2 3 J • 7 3 2 361nv (Earl Ue1 2 2 2 2 2 2 2 2 S 2 2 2 2 2 2 2 S : 3 3 2 2 S 2 J J 3 3 2 2 3 3 3 3 2 S J J 3 3 3 3 3 3 3 3 3 3 FIGURE A: SASH CROSS F,j C SECTION (WITH >S a. TWo.dp dlmersiors for Imps, Wrodomsoave,. For buck tBmensbns, s, btlad 1•. MONOLITHIC GLASS) S i = OMWI anh height. Far dear daylight height. sUbbW WIV. Stre range Includes tatalderd Poo -View (Slero-2 cwdgunditm) for the ghee VWncbw Hdght. •S MR' hauteEAM B• MAX -- OR ALL For overall 8' fromthebuck dmenslan FFLAN(; EO I : `a`CC•'vEV a • /l cy WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED $7. WINDOWS WITH A CURVED 1 ' its. `-•0'1+ . 1) USE THIS TABLE FOR ALLFLANGED WINDOWS PER THE ELEVATION HEADER AN ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. P-TO- TIP. ADDITIONAL ANCHOR IS 2) FOR FIN FRAMED WINDOWS. SEENAIL PATTERN ON SHEET 1. REQUIRED AT THE CENTER OF 3) FOR SUES NOT SHOWN. ROUND UP TO THE NETT AVAILABLE WIDTH THE HEADER % r^r OR HEIGHT DIMENSION SHOWN ON THE TABLE. " • • q REFER TO TABLES, SHEET • FOR ANCHOR GROUP DESCRIPTIONS. i N1mq P.E 136706VO5 15P E 1' WEEPNOTCH EACHENO 90' CORNER FRAME ASSEMBLY 1 so51 V MITERI Wr WELDS AT SCREW SOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ANGLED/CURVED FRAME ASSEMBLY US' ANNEALED OR 311WANNEALED OR TEMPERED GLASS TEMPERED GLASS _ r 31S' NOM. GLASS SITE 1/8' GLAZING DETAIL GLASS TYPESA86 STRUCTURAL POLYISOSUTYLEN WITH DESICCANT EXT. GLASS -/ 3A1' NOM. GLASS SITE 3/16' GLAZING DETAIL GLASS TYPES C 8O STRUCTURAL SILICONE 1/4'NOM FOAM WITH DESICCANT 90' CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY PRODUCT REVISED aimgYms -ub me FkNW Dm1a1 Aaryuros No Ifo- Eyriwion D4u i ur Miem hoQat 2, 3 NOTCH Q EACH EIS a 50 5/ 0 J OO o so 51 Lu g MITEREDFRAME 4.0 1gWITHFRAMEFLANGEFRAMELLWELDSATSHOWN. FINp Z Q SCREWSOSSESFRAMESIMILARASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL e6 1Q' NOM 1!P NOM J O GLASS STACK GLASS STACK co y Z 1/4'AIRSPACE 311W AIRSPACE 0> 1/ 4' ANNEALED OR IV ANNEALEDOR 3115' ANNEALED OR W TEMPERED GLASS I TEMPERED GLASS US' ANNEALED OR TEMPERED GLASS Vd' ANNEALED OR a V) 0 TEMPERED GLASS 1 43 I TEMPERED GLASS N Q Z 42 pm, S2 43 3I64 N WG usseEcSIEidGLASSSOn i C c=n32- M 32.35 0 ON mN 0 h+N+ H 311 1/ 4' GLAZING DETAIL 1/2' I.G. GLAZING DETAIL 1/2' I.G. GLAZING DETAIL Y' GLASS TYPES E 6 FGLASS TYPES G 81GLASS TYPES H S J ,I o p ig ALUMINUMpiELT BUTYL REINFORCEMENT POLYISO DESICCANT FILL AREA v BUTYLENE • 11111 3/ 18' NOM. 5116' NOM. SEAL SH8' NOM. `` NV LYN BUM 3 SILICONE SEAL \r0 ............. En .; Eo DESICCANTROLL -FORMED • "F F STAINLESS STEEL EXT. GLASS *' Nu.58705 . EXT. GLASS- A'•. S.' 1,6 cup SATE• OF :' (• v ` INT. GLASS v `INT. GLASS INT. GLASS j°<ORtO?'. •' \ INT. GLASS : <(`S' •.. •!(rii ii\ ; 0KODISPACE4SGTIPSQSUPERSPACER@NXT "" QDURASEAL@ SPACER Q XL EDGEI" SPACER A PE. P. E.ISAW Item POT Dwg. # POT Part # Description 1 2703E 02703EW Flange Frame Head 2 27518 62751BW Flange Frame Sill 3 2781 02781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 1 2714E I 62714EW Integral Fin Frame Sal 6 2782 6270M Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Raft 9 2707 62707CW Sash Top Rag 9 2739 62739W Fbced Meeting Rail 10 2709 62709CW Sash Side Rail 11 27408 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1220 61226OW Vinyl Bulb, Flex PVC 70 2/ 1662C 71662CW Head/Sill Gasket, Poyetheyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72TIWHK iFtxed Meeting Rail Plug Gasket, Rigid PVC 24 4006 64066G W3tp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Poyetheyne 26 1078 7121UM Balance Takeout Clip 27 Varies per Size Balance 28 2711 42800W Sash Cam, Nylon 29 1090 7109OW Sweep Latch, 21ne 30 1016 785OWW 106 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N jSettlng Block 1/8' x 1/2' x 1% EPDM 32 See Sheet 7 for Msw"B'3 Kommerling 4SG TPS Spacer System 33 Quanex Super Spacer NR with Hot Melt Butyl 34 Ouanex Oureseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 699 Silicone Glazing Sealant 40 1625 61625E Glass Bead (1/8' Glass) 41 2719 62719E Glass Bead (3/16' Glass) 42 1263 612038 Glass Bead (1/4' Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781PQA 8 X 1' QUAD Pn SMS 51 781 PSTX 06 X 1' Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LMPQA 8.15 x / LH TWinfast Screw ?Inc 53 lies 781LHPDX W15 x 1 LH TWIniast Screw Zinc (S.SJ 54 78X1PFTF1JA 8 X 1' Ph FI ulcut SMS 55 78X1 FPAX 1#8 X 1' Ph FI - Stainless Steel 80 1/8' Annealed or Tempered Glass 61 3116' Annealed or Tempered Glass 82 1/4' Annealed or Tempered Glass 83 1/8'- 1/4' Air -1/8' An. or Temp. I.G. 84 1/6'- 3116' Air - 3/16' An. or Temp. I.G. f-- 2.000• 0or Sw 1 ass• oar 0 OFLANGE FRAME HEAD 6063-TS ALUMINUM 2.os6' 3 zzr 050• 1.12r o50• 2.056 OINTEGRAL FIN FRAME SILL 6063-TO ALUMINUM osr 1 5B7 067 4 +olo OFIXED MEETING RAIL 6063•TO ALUMINUM 2.800' 050' I 50V oso• 2.050' 2 FLANGE FRAME SILLW63•T6 ALUMINUM 1 125' j 050' r . oar 2.ow 1 oso T Bar J 050' OINTEGRAL FIN FRAME JAMB 8063-TO ALUMINUM 067 tor 050' i .926• I -- SASH SIDERAIL 6063-T6ALUMINUM A.l `YlIN•M6f,R. P.E. PE) 56705 i 2.000' BarJ T123WI06r 2.000' ow 50a' — T AartBarJ Aw oar HIn — oso• ' I--- OFLANGE FRAME JAMB 6063-TO ALUMINUM OINTEGRAL FIN FRAME HEAD 6063•T5 ALUMINUM a6rL7EITr I .wv I OSASH BOTTOM RAIL W63•TS ALUMINUM O SASH TOP RAIL 6063•T6ALUMINUM 039' .am 674• 1 o6r +.,5r -4 OSASHBOTTOM LOCK RAIL 2 SASH STOP116063-TGALUMINUM 12 6063•TS ALUMINUM Rob" *- ow« ft w JR 04/22/16 ADDED IG SPACERS Rndrd by. RwdYon; BOM & PART DETAILS sr I a5r G5o• 13 ADDON FLANGE6063-TO ALUMINUM PRODUCT REVISED 0 =woT^6 —th de Fbidp Duildip Code Aceepu No 19E 2 i iu: r; ifJ%r7. fmor J ROSOWSKI 1070 TECHNOLOGY DRIVE MIN DOW N. VO4M FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11P.O. Box 1529 HOKOMIS; Ft. 34271 CERT. of AWN. #29290 SH 200 NTS 8 OF 8 MD-SH2O0-01 C Pagel of 5 r®ram SCIS Home I Lop In I User Registration Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC staff I 13CIS Site Map I Unks Search nW ra a" Product Approval USER: Public User liRlatl O Product Approval Menu > Product or Aoalkatbn Search > Application Ust > Application DetaB FL * FL15180-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext16 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies INC SANF R FPAR 016-2268 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15180 R1 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D1929 2006 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 10/25/2016 Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15180 R1 Eauiv Equivalency Of Standards.odf Method 1 Option D 1994 Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 ® O Page 1/ 2 0 0 FL # 1 Model, Number or Name Description 15180.1 a. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/RusticMahogany Series N Configuration) Fiberolass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 II Inst 15180.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.1.0 additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Single Door wlas15180.2 b. Smooth/Wood 6'8 "Impact" I I Grain/ asstic Mahogany Series N I Sideli e - Outswingd(OX orgX05 Configurtion) h "Impact" Fiberg or Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 II Inst 15180.2.gdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 15180.2 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.2.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.3 mooth/wood in/RustiUMahogany Series NFFirberglassDoor 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 II Inst 15180.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.3 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.3.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15280.4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX Grain/Rustic/Mahogany Series N - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 Rl 11 Inst 15180.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.4.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15180.5 e. Smooth/Wood 6'8 "Impact" Double Door with "Impact" Grain/Rustic/Mahogany Series Sdeies - Outswing (OXXO - Fiberglass Configuration) sI 10/ 25/2016 plastpro 5200 W. CENTURY BLVD, LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door OUTSWING rIMPAcrr, GENERAL NOTES I. This product has been evatuoted and is incompliance with the 5th Edition (2014) Florida SuDding Code FBC) shucturd requirements including the'Ngh VeWty Hurticone Zone' (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the 14VHT this product compges with Section 1626 of the Florida Sulding Code and does not require on impact resistant covering. 4. When used in areas outside of the NVHT requiring wind borne debris protection this product comples with Section 1609.1.2 of the FBC and does not require on Impact resistant covering. This product meets missle level'W and includes Mind Zone 4 as defined In ASTM El996 andSection 1609.1.2.2 of the FBC. 5. For 2rt stud framing construction, anchoring of these units shag be the same as that shown for 2Ktuck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infllnotion requirements for imr. TABLE OFCOMENIS SHEErt DESCMPIION I Typical elevation npressures. S geneml notes 2 Door panel details and giaang decal 3 Horfradal crosssections 4 Verticd cross sections 5 Bva and home anchoring - 2X buck masonry construction 6 1 Frome onchorhhg - IX buck masonry construction 7 1 Astragal detals 8 1 N of moteAds a components 74.01r MAX. OVERAiI FItMAE wIOTH z O 0 X X 0' X Li r._ONERAIL yGVE°RAU 4-=s£ j_----t--==• DESIGN PRESSUREfP,S!) TDIMENSRON DIMENSION': LP IJEGATIVE 74.0" X 80.5T 20.50' X 62.6r Gl S0.0 S0.0 U i0A 0971 1 9 CW q cV v x d uumdd' LL Zv la b a ey. JK c By. LFS WW NO -- FL — 15180.4 air I or 8 STILE COMP.) — STILE REINFORCEMENT WOOD) HAIDWARCHAIT .' IOfZ IIOHATURMO IMIT DGDIOU: UGHAIUR SMIS (M LOCO IN COU[CTIONTAT! D1'Jsm. IN CouecTlDN (ID f130) 35.75 DOOR WIDTH p.81' STRUCTURAL SIUCINE (DOW 995) NON STRUCTURAL SEALANT — 24.= MAX FRAMEWIDTH 20.50' MAX. D.L.O. WIDTH n SERE COMP.) STILE REINFORCEMENT WOOD) TOP RAIL i COMP.) FOAM CORE POLYURETHANE - 1.9 PCF MIN.) 5ff GLASS BITE EXT. I'OVERALL GLASS THIL I /r ANNEALED GLASS 0.09tr SARWPVB INTERLAYER Iff ANNEALED GLASS INTERIOR Z:f AIR SPACE 1ffIEMPEREDGlA55 N7-19 X 1-3/P PPH _/ ALUMINUM SPACER SELF DRILLING SMS gq UdL NON STRUCTURAL SEALANT SEE HARDWARE Gl GLATING OEfAII RBERGLASS S13N CHART N (SEE DETAIL) g 186' INTERIOR O k d WOVEN RBERGLASS O h C4 j: j c o RBERGLASS S EXTERIOR BOTTOM RAIL 42V I F 00L UJRE FRAME o odr (COMP.) ODL LITE FRAME 3A T"`I DOOR SKIN DETAIL 2 VENCAL CROSS SECTION 2 N.T.S. sr JK c m LFS FL-15180.4 ii _L or 8 EMB. PP.) d IV2120CAei•' o- a!o JI III III• VI po O II ZVN S n a0 CO CW oam' dd X e y INTERIOR 40 4 o= d 3 Z e • G U WHkn n10 EXTERIOR p q 7 z Oe K N 3 2 HORIZONTAL CROSS SECTION x r 3 Shown w/IX."uck EMB. (IYP.) EMSPP.) E m B C L C 6 L •° r .Is Is v' • CSwK CSINK { GYP.) a w 20 21 21 20 z 7 8 36 40 0INTERIOR 7 g INTERIOR 40 NI asx z u° DAM 02121112 i 10 10N.T. S. 9 p KEXTERIOR1OEXTERIORKpMr. aBy. JKm 11 27 11saq 1 HORIZONTAL CROSS SECTION q E ° on:— FL- 15180.4 " c E sacr -L 0° 7 O 01 N. D id 4 maaLD 6 zz A C S = it ci 1 a: 4O 20 9 z 21 EXTERIOR INTERIOR & WU 8 a EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION c 1 VERTICAL CROSS SECTION 4 Shown w/Ixgib-buck 4 V 1. EXTERIOR INTERIOR • i 0W - 7 8 n P i d 40 29 k I: H dtm s E N< o e _ Z u 02121112avc s xxL N.T.S. ° UNG. W. A a3NVERTICALCROSSSECTION a«. Orr. 4 mw.wc NO: d FL-15180.4 " a O/ 8 " 6 0 d TYP. HEAD MASONRY & JAMBS OPENING EE2XBUCK0 2 0 6" IIIFI I TYP. HEADL & JAMBS .. SEE DEWL 2 to MASONRYJ II OPENING II FRAME II 2X BUCK - H TYP. 0 SILL SEE DETAIL I IUCKMCHORIW ASMAGAL SMIXE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Conaefe anchorlocations riotedas MAX. ON ClR4W must be ocvwed to maintain the min. edge distance to mortarloInk addiffoncl conaete anchors may be required to ensure the 'MAX. ON CENTER" dZmenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. CLEARANCE . to MIN: M!Jy.'CI!A"NCE SIZE...:EMBEDMENT MASONNY'.% EDGE.-. rOADJACENr" TYPE ANCHOR - ITW 0 Ifir 1.1/4r r 4* TAFCON E'Co UtTRACON WOOD SCREW INSTALLATION NOTEW 1. Maintain a mWmvm SAr edge distance. I"end distance, & I"o.c. spacing of wood screws to prevent the sprMhV of wood. FRAME ANCHORING Masonry 2X buck construction HINGEJAMB 27 UTCH a MAD SOLTVIRAIL FUME DETAIL V". 4K 41 L 87 OAW- 02121112 WAL N.T.S.0 owe ey. JK DEWL I WAR 2 cm or. LFS 3throwbol al the ls lff0z=t.= W aura- No_ FL- 15180.4loul-ft) as shown srccr or 1 TYP. NEA a JAMBS MASONRY OPENING FRAME IX BUCK I I II M J TYP. ®slu I I SEE DEVIL I ASTRAGAL STRIKEJAMS CONCRETE ANCHOR NOTES: 1. Conmete ar cdwbcadom at Ra comm may be a*Yated to mahtah Ra mft edge dMance to n orta loinb. 2 Concrete anchor bcalbm noted (n UAX ON Cemw n%Wbe **mW tO a mohtdn the mh edge dbiamo b mo t3rPAWsoddlbid ooncrete or%dbm E8 may bemqu&od tomareHut MAXON CWTEV dhwtdon as rot amomded. a Conweto anchor table: ANCHOR ANCHOR MM..:. MIN. CLEARANCE MW. CLEARANCE Eh! BEDMEM TO INASONRy TO ADJACEM ME - SIZE EDGE- -' ANCHOR = ITIN TAPCON.. EIcO ULTRACON IIYY TA CON• Mn000 SCREW RisfAl1ATION NOTES. 1. Mahtah a mhhwm W edgedtrlance. 1' end emu=*, i I' o c Got wvod saewr to peront she WE" oT wood. FRAME ANCHOWNG Mawm 1 Xbuck Con h ction J HINGE JAMBLATCH A DEAD AOLT DETAIL HINGE WARG 87 O WAR 1 DETAIL t A* ogd AHoCh a" of Ih1ow bdl 1F1B shOce pbte ro homes QVWN) as O wn i Jrt Zp O o A meifLD Ir C= Oa v££ 8 ? a: X, 3 o Z oman ctiC.1w 0 0o U uE N.T S. c esn JK a c er: LFS 3 e FL- 15180.4 a c xr 6 or a 8 " Al 12WS' 33.125' 0. .0. 3W 24.3T 24.3T 3 36.37' 55.67 d7ALUMINUM ASTRAGAL ASSEMBLY ByEndum Product i; in V N•; Z4O g • ca A. IL I 4 O= 14 39 38 L 1'67 37 36 BOLT RET MAIL' 93/r AlantrglmAINE L 1 VIEW A -A 1- 19.63' I MMft m A*Ggd Assembly 1 T 7 ULIEBOL1900 13 37 MAR SINNI cJ 3b AL MM M A Al BOTTOM BOLTRETAINER SyEnduOPhuCMu1 MAIL 9J/I-AWMINUM N. T.S. oM ow. JK ax or. LFS FL- 15180.4 v 7 a 8 BILL OF MATERIALS Ol 4'O om III 111 N •; gIti g • d 4 CZ d F 24P I 20 4.9 6"JAMSNngalolntpne 4• z, Cy pzoJa W U j Fes— 2.44" o IllSEJAMSal2T m 4.W 2W Nlz9N7EILOlte LahN Q uj O'z u o+w- 02121112 i N.T.S. o•o. Fr. JK m cm w LFS 3 ORf•YIG 1q.: R S FL-15180.4 0 sm 8 or-! 0" ITEM • OESCtlf110N MAIEpAI A 1 X BUCK SG >= O.SS WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /t" MAX. SHIM SPACE D 1/4" X 2-3/4' ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO Aq 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16 X 3-1/4' PFH flWl CONCRETE SCREW STEEL H 1 /4' x 3-I/4" PFH ELCO OR ITW CONCRETE SCREW STEEL I 1 /4' X 2-1/4• PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3J/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K N9 X 2-1 /7' PFH WOOD SCREW STEEL L N8 X 2-1/7' PFH WOOD SCREW STEEL M q8 X ?PFH W000 SCREW STEEL 7 FORCE S WEATHERSTRIPPING BY ENOURA FOAM 8 COMPRESSION WEATHERSTRIPQLON 650 BY SCHLEGEL FOAM 9 4" X t"SUIT HINGE STEEL 10 N9 X 1"PFH W000 SCREW STEEL I 1 q9 X 3/4"PFH W000 SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD S HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT STRIKE PLATE STEEL 29 Ol11SWING THRESHOLD BY OlP ALUM./WOOD 36 EXTRUDED ALUMINUM ULTIMATE ASTRAGAL" BY ENDURA ALUMINUM 37 SLIDE BOLT ROD STEEL 38 9314" LENGTH TOP BOLT RETAINER 39 9-3/4" LENGTH BOTTOM BOLT RETAINER UM 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS rtMINUM87ASTRAGALSTRIKEPLATE Revision 9 lam" City of SanfordECE'e Respon a to omments Building & Fire Prevention Division JAN 19 20 7 Ph: 407.688.5150 Fax: 407.688.5152 M TY Email: building@sanfordfl.gov Permit # 11Q— 22,W Submittal Date I '' "I' I 1 Project Address: Contact: 3 Ph: til U7 ' / Z 1 g93(0 Fax: Email: I . t5yy.. OA Y Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities jWaste-Wa e— Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals vision O Response to Comments ocT o 5 zoos BY:—..w City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # . ll/ ' 2Jrw Submittal Date Project Address: Contact: Ph•qC)/-32 `,DYl Email•Ae-hV 1q 12 iJ Trades encompassed in revision: Li" Building Plumbing Electrical mechanical Life Safety Waste Water r General description of revision: 1 1JAN6110 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 15c, ,9 Z•S' /w CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2268 Date: August 17, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: debv19726,jzmail.com Project Description: Residential Alteration Job Address: 106 Grove Hollow Ct The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies ofaffected Plan streets and/or supplemental information as reauested. Permit submittals will not be accepted witliout two copies. COMMENTS: 1. The frame wall is required to be insulated to minimum R-13. The plans show R-11. Please revise accordingly. As an alternative, the alteration can be calculated using the Simulation method and Form 405 to figure the R-value of the frame wall. FBC 107, Florida Energy Conservation Code 402.1.1 2. Please provide the insulation R-value for the existing concrete (CMU) walls on the plans, or provide Form 405 as stated in comment # l . FBC 107 3. Note #2 on Sheet 1 states the 2010 Florida Building Code. The current code is the 2014 Florida Building Code. Please revise. FBC 107 4. Please specify the structural connector on the Frame Wall Detail on Sheet 1 for the connection of the stud to the bottom plate. FBC 107 5. Please provide two (2) copies of a gas riser for the gas stove that will be installed. Riser must include length of piping, pipe size, pipe material, appliance BTU's, gas type, inlet pressure, pressure drop and specific gravity in order to verify compliance with FBCR G2413. FBC 107 6. Please provide two (2) copies of a plumbing riser for the sanitary piping. Riser must include pipe sizes and venting method. FBC 107 7. Please provide a note on the plans that the entire home must be equipped with smoke detectors, located as required for new construction. Smoke detectors are not required to be hard -wired or interconnected; the use of 10-year lithium battery backup detectors is permitted. FBC 107, FBCR R314.3.1 8. At least 1 GFCI receptacle is required at the peninsular are of the countertop. Please show on electric page. FBC 107, FBCR E3901.4.3 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. Please direct any questions you may have to Steve Morey at 407-688-5065 or by E-mail at steve.fioret(a(a sanfordfl.gov . Of meetings with Me plans examiirer will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 2- JRevision / City of Sanford Response to Comments iBuilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 MAY 10 2017 Email: building@sanfordfl.gov By. Permit # I -/Z Submittal Date n Project Address: c)(0 Gzve kal I (1 1 ` 1 Lie2Contact: Ph: Email: jebu Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals S .6 t 7 ECG1 cht c. vor REQUIRED INSPECTION SEQUENCE BP# I&, i?-!o$ Address: T vs I.td• BUILDING PERMIT min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other 1 ELECTRICAL .PERMIT min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT min Max Inspection Descri tion 10 Mechanical Rough Mechanical Final lrU: vlllJll VCO) 'l`0 lJlf' W VQQ Q .`.. S' . Minn Max Inspection IDescrl ion Gas Underground Gas Rough Gas Final REVISED: June 2014