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HomeMy WebLinkAbout160 Pinecrest Dr 17-594; CARPORTECEIVED CITY OF SANFORD MAR 0 2 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S © U . Job Address: / 6'0 /', n e c re S V dr, fqtj rt , 732 73Historic District: Yes No V Parcel ID: Q / - W -.3 0 5/ 7 —O 1)OO - 0/.SO Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: C1/ S L / Cep rG Plan Review Contact Person: /t Phone: q0 -j7 y IS- - 6M Fax: 0 Z Email: Title: Property Owner Information Name O LPhone: 'ei07q Street: P;/) e c t- es al r- Resident of property? : )i -es, City, State Zip: Ja r1 32 77, Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: krchitecVEngineer Information Name: A r dre w rLA- -"Z Phone: 0Li- f; Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1059 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code 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 of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. : OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance applicable laws regulating construction and zoning. Signature of er/ Date Signature of Contractor/Agent Date Cam ot"? C/1 P—", Print /Agent's Name 03.0 -7 Signature of Notary -State of Florida Date DEBBIEBUINTON Aly COMMISSION 0 FF 176648 a EXPIRES: February 25, 2019 R: t.•` goaded Thru Wary Pubrc We "tem Owner/Agent is Personally Knovm to Me or Produced ID Type of ID ems, Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbingx( Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps. Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ' l UTILITIES: WASTE WATER: ENGINEERING: 4 ff,3 BUILDING:'3Vz5, COMr4J - Ok to close in carport as shown on plan. Meets area and dimension and parking regulations forSR -1 zoning district. Revised: June 30, 2015 Permit Application 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) W Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, i am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. if a building or residence that 1 have built or substantially improved myself is sold or leased within in 1 year atter the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. 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. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govem owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and 4 zoning regulations. Property I, I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Address: /V D Rne- and capable of performing the conditions specified above. Signature of e do hereby state that I am qualified ction involved with the permit application filed and agree to the Form of Identification b tl Must be Photo ID) Date 3 - a'- / 7 A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 N THIS INSTRUYXNT PREPARED BY: • I Name M 0'Y'7 Address O / 44 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8831 P9 927 (1P9s) CLERK'S T 2016133389 RECORDED 12/27/2016 10:28:43 AM RECORDING FEES $10.00 RECORDED BY hdevore Parcel ID Number: 0 / — -10 - 30 :T1 / — OD 00 0%,s-0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal desc)Iption o)4he pr99ertyand street address if available) GENERAL DESCRIPTION OF IMPROVEMENT* Q cIOS -e-- / O"6' R t t/C NGrt/ i//n r wS OWNER INFORMATION: Address: 1,6 C) /-/.-) P (--I- C S V- rJ! -)Or) vy) Y Ci( /"'/ S A Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: -fG of `e Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE O NG YOUR NOTICE OF COMMENCEMENT. C.0 r Under penalties of perjury, I d a have read the foregoing and that the facts stated in It are true , t to the best of my knowled ad ;•' ""' " ON IParnon d e a -- na Owners Printed Nalub Florida Statute 713.13(1xg):' The owner must sign the notice of commencement and no one else may be permitted to sign In Ns or her steed'r Stateof r( -Q -91C ct Coufrtyof /••T%/ The foregoing Instrument was acknowledged before me this / day of ;C eremJ (, l . 20 & by , g / l0 -n t91 e ala Name of pe making statement OR who has produced identification type of identifi PN Notary Public State Florida Jorge Luis Perez N+ My Commission GG 019395 pr Expires 11/21/2020 Who is personally known to me U m REQUIRED INSPECTION SEQUENCE RP# Bu1LDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Zp Sheathing — Walls Sheathing — Roof Roof Dry In p Frame p Insulation Rough In Firewall Screw Pattern D all / 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 REVISED: June 2014 Address: ELECTRICAL PERMIT Min I Max I Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description 1 p PlumbingUnderground ' Plumbing Sewer Zp Plumbing Tub Set p pp Plumbing Final MECHANICAL PERMIT Min Max Ins eMon Description Mechanical Rough Mechanical Final Man Max Inspection Description Gas Underground Gas Rough Gas Final O i N G n/ Florida Building Code, Energy Conservation `..1_ 5 q Residential- Building Thermal Envelope Approach FORK R402-20.14R-Value Computation Method' Climate Zone 2' Scope: Compliance with Section R402.1.1 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations, and building e./ete me in .eviclin k"RAnne ee ennlirehle Tn -.N, a A,rilrlinn m e meed nr evneerl ,ell, nl lAe enermr eTrnienn.• ronr•irernonM nn Tehle DAr19A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME: AND ADDRESS: BUILDER: Owner 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All 'To Be Installed" val must be equal to or more efficient then the required levels. 2. Complete page 1 based on the "To Be Installed" column information. 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and 1. New construction, addition, or existing building 2. Single-family detached or multiple -family attached 3. If multiple -family, number of units covered by this submission 4. Is this a worst case? (yestno) 5. Conditioned floor area (sq. ft.) 6. Windows type and area: a) U -factor. b)Solar Heat Gain Coefficient (SHGC): c) Area: 7. Skylights, type and area: a) 1.11 -factor b) Solar Heat Gain Coefficient (SHGC): c Skylight area: a) Slab -on -grade (R -value) Floor type, area or perimeter, and insulation: b) Wood, raised (R -value) c) Wood, common (R -value) d) 'Concrete, raised (R -value) e) Concrete, common (R -value) 9. Wall type, area and insulation: a) Exterior: 1. Wood frame (Insulation R -value) 2. Masonry (Insulation R -value) b) Adjacent: 1. Wood frame (Insulation H -value) 2. Masonry (Insulation R -value) 410. Ceiling type, area'and insulation* 7 _ 159 a) Attic (Insulation R -value) b) Single assembly (insulation R -value) ING 11. Air distribution system: b) AHU location c) Total.Duct_Leakage, Test report.attached 12. Cooling system: -a) -type: 13. Heating system: a) type: b) efficiency b) efficiency i.i. ri'vr C, siciny L dicuidiiun. diiduhtsd 15. Water heating system: a) type b) efficiency 1. Addition 2. Single 3. N/A X- C) w M theme . moi\ 4. No 5. 560.0 6a. 40 6b. 25 6c. 18.5 7a. N/A 7b. No 7c. 12b. 8a. 67.0 R-0 8b. 14 8c. 12a. 8d. 8e. 8.2 9a 1. 483 R-19 9a2. 48.0 R -0(N/6) 9b 1. Existina 9b2. 15b. 10a. 10b. 560 R-19 I hereby certify that the plans and specifications covered by this Review of plans and specifications covered by this form indicate form are in compliance with the Florida Building Code, compliance with the Florida Building Code, Energy Conservation Energy ConservationJOst il-, A 13o1nrr 4A-, Before construction is complete, this building will be inspected for nocnnocn ov. Crnrthorn Enorrnr Fool CAn/ns, o n 47 - w I:- -- :- - --+-- _ ..:w. c a ciao nne c c I hereby certify that this building is in compliance with they Florida Building Code, Energy Conservation OWNER/AGENT: Date CODE OFFICIAL: Date 7/19/20151:03:42 PM EnergyGauge® / USRFZB v4.0 - Section R405.4.1 Compliant Software Page 1 of 3 U06PAS V 44, NI/A r-nn•i:I;n 4 Cnon11b. Interior 11c. No 12b. New(?) _75 Ton 9.0 MRTU 13a. 14 12a. New(2) .75 Ton HP 9.0 MBTU 13b. 8.2 i -i. res 15a. Existina 15b. N/A I hereby certify that the plans and specifications covered by this Review of plans and specifications covered by this form indicate form are in compliance with the Florida Building Code, compliance with the Florida Building Code, Energy Conservation Energy ConservationJOst il-, A 13o1nrr 4A-, Before construction is complete, this building will be inspected for nocnnocn ov. Crnrthorn Enorrnr Fool CAn/ns, o n 47 - w I:- -- :- - --+-- _ ..:w. c a ciao nne c c I hereby certify that this building is in compliance with they Florida Building Code, Energy Conservation OWNER/AGENT: Date CODE OFFICIAL: Date 7/19/20151:03:42 PM EnergyGauge® / USRFZB v4.0 - Section R405.4.1 Compliant Software Page 1 of 3 9--FORN?R402-2014 TART F An9A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED -VALUES Climate Zone 1 Climate Zone 2 Fens. U-Factor(Ave).= 0.000 PASS Windows U -Factor = 0.652 U -Factor = 0.402 U -Factor= .40 SHGC= 0.25 SHGC= 0.25 SHGC= .25 Skvlia_ hts LI -Factor = 0.75 U -Factor = 0.65 U -Factor= N/A SHGC= 0.30 SHGC= 0.30 SHGC= NIA Doors: Exterior door U -Factor = 0.65' U -Factor = 0.40' N/A Floor: Over unconditioned spaces' R-13 R-13 R Value= Common R-11 R-11 Walls: Ext. and Adj. Frame R-13 R-13 R -Value= 13.0 Mass(Insulation on wall interior): R4 R-6 R -Value= 9.0 Mass(Insulation on wall exterior): R-3 R-4 R -Value= Ceilings: Exposed R-30 R-38 R -Value= Test report Common. R-1.1 R-11• 19:0 No Air infiltration: Blower door test is requi red on the building Total leakage(ACH50) = N/A envelope to verify leakage s 5 ACH50; test Test report attached? r..r •. , a, . . .r ter.... r........... . r,v . M%Ic Air distribution system': Air handling•unit Not allowed in attic Seated Duct R -Value R -value a R-8 (supply in unconditioned attics) R-8(addifjon) or ZR -6 (all other unconditioned duct locations). Air Leakage": Duct test Air handler installed: Total leakage 5 4 cfrn/100 s.f. N/A Air handler Not installed:Total leakage S 3 cfm/100 s.f. Test report required? N/A. - Ducts in conditioned space Test not required if all ducts and'AHU are in Location: Unconditioned conditioned space. Air conditioning systems: Minimum federal standard required by NAECA" ellual sysiwn --b 00,VVV MUM 5ccrrt= iV.V JCCR= 14.V EER [from Table C403.2.3(3)) PTAC Other: Heating systems: Minimum federal standard required by NAECA° Heating Pump S 65,000 BbA HSPF= 8.2 HSPF= 8.2 Gas Furnace. non -weatherized AFUE 78% (AFUE 80% after Nov. 2015) AFUE= Oil Furnace, non -weatherized AFUE 83% AFUE= Other: Water heating -system (storage type): Minimum• federal standard'required by NAECA° N/A(Exlsting system) Electric:' 40 gallons: EF=0.95, 50 gallons: EF=0.95 Gas fired:° 40 gallons: EF=0.62, 50 gallons: EF=0.60 Other (describe): R -Value Calculation Method (circle one) - PIASS FAIL NR = No requirement 1) Each component present in the As Proposed home must meet or exceed each of the applicable criteria in order to comply with this code using this method. 2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building the minimum U4actor shall be 0.75 in Climate Zone 1 and 0.65 in Climate Zone 2. An area -weighted average of "ctor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are oxenrpieri iranr dre v-lutiur anu -S -iGc reyuiremeni urroeu Uri oecuun R4 i2.a. i, 8402.5.2 anu R4w.aa. 3) One sidefiinged opaque door assembly up to 24 square feet is exempted from this 1.1 -factor requirement 4) Ft -values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls the 'interior of wall' requirement must be met except if at least 50 percent of -the insulation required for the *exterior of wall' is installed -exterior of, or integral to, the wall, 5) Ducts 8 AHU installed *substantially leak free' per Section R403:2.2. Test required by an energy rater certified in accordance with Section 553.99, Florida Statues, or as authorized by Florida Statutes. The total leakage test is not required for duds and air handlers located entirely within the thermal envelope. 8) Minimum efficiencies are those set by the National Appliance Enemy Conservation Act of 1987 for tyoical residential eauioment and are subject to NAECA rules and regulations. For other types of equipment, we Tables C403.2.3 (1-11) of the Commercial Provisions of the Florida Building Code, Energy Conservation. 7) For elednc storage volumes 5 55, min. EF = 0.960 — (0.0003 ' volume). For electric storage volumes > 55, min. EF = 2.057 — (0.00113 ' volume). 8) For natural gas storage volumes S 55, min. EF = 0.675 — (0.0015 • volume). For natural gas storage volumes > 55, min. EF = 0.8012 — (0.00078' volume). 9) For electric tankless, min. EF = 0.93. For natural gas tankless, min. EF = 0.82 7/19/20151:03:42 PM EnergyGaugeO / USRFZB v4.0 - Section R405.4.1 Compliant Software Page 2 of 3 FORM R402-2014 TABLE 4028 MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting IC -rated as having 5 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq.ft. (swinging doors: 0.5 cfrn/so when tested to NFRC 400 or X e&uenAl'iKAAMlce IM1142 ')IaAAn Fireplaces: Tight -felting flue dampers & outdoor combustion air. Programmable thermostat R403.1.2 Where forced -air furnace is primary system, programmable thermostat is required. X Air distribution system R403.2.2 Ducts shall be tested to Section 803 of the RESNET standards by an energy rater certified in R403.2.4 accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes. N/A Air handling units are not allowed in attics. Water heaters R403.4 Comply with efficiencies in Table C404.2. Hot water pipes insulated tot R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. N/A Heat trap required for vertical pipe risers. Cooling/heating equipment R403.6 Sizing calculation performed & attached. Special occasion cooling or heating capacity requires seperate system or variable capacity system. X Swimming pools & spas R403.9 Spas and heated pools must have vapor-retardent covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch N/A required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP is 4.0 1 i..l.l:...... ..i.........1 y....... ,.y,..p...v... 1 A• 1......1 7C0/. -.f -. r.....w....-.IA. :..w4w11... I:..l.a:.... C..A.........1..-11 ... L.i..l. ..4......... In.w.... u .vvv. , v. pr......rvr... .. ..y......y ..n.v.vv v...... be high v .. ' !c .pv. V 7/19/20151:03:42 PM EnergyGaugeO / USRFZB v4.0 - Section R405.4.1 Compliant Software Page 3 of 3 Residen.tiat System Sizing Calculation Summary Ojeda Project Title: 160 Pen Crest Drive Addition -0309701 Sanfod, FL Smallest Unit Capacity offered by Manufacturer Si:;i20 i i Location for.weather.data: -Sanford, .FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 - F Summer -design temperature(•TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 20 F I Heat Pump + Auxiliary(O.OkW) 205.7 18000 I Latent 253.4 4500 ITotal (Electric Heat Pump) 184.0 18000 WINTER CALC.U.LATI.ONS Winter Wagatinn I nnrl tfnr 5Rn cnftl Load component Load Window total 66 sgft 898 Btuh Wall total 477 sqft 1754 Btuh Door total 40 sqft 626 Btuh Ceiling total 560 sqft 957 Btuh Floor total See detail report 2889 Btuh Infiltration 44 dm 1626 Btuh Duct loss Internal gain 0 Btuh Subtotal Dud gain 8749 Btuh Ventilation 0 dm 01 Btuh TOTAL HEAT LOSS Blower Load 8749 Btuh Cummor r`nntinn 1 norl lfnr VAn cnfil we11010.0K)_ Floors(33.0Ji) SUMMER CALCULATIONS LVOV wiri Gircirt Load Window total 66 sqft 1210 Btuh Wall total 477 sqft 1155 Btuh Door total 40 sqft 571 Btuh Ceiling total 560 sqft 732 Btuh Floor total 0 Btuh Infiltration 33 cfm 717 Btuh Internal gain 3620 Btuh Dud gain 0 Btuh Sens. Ventilation 0 dm 0 Btuh Blower Load 0 Btuh Total sensible gain 8005 Btuh Latent gain(duds) 0 Btuh Latent gain(infiltration) 976 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupantstother) 800 Btuh Total latent gain 1776 Btuh TOTAL HEAT GAIN 9780 Btuh a nail U L ) Doors(7.2%) 1'lindows(103%) nfil.(18.6%) Infil.(1T.3%) Int.Gain(37.0%) Windows(12.4%) Latent int(8.2%) IPREPARED BYSouthem Ene;> IY E aluation Services DATE: 3/9/17 EnergyGaugeO / USRCZB v5.1 J A System Residential Ojeda 160 Pen Crest Drive Sanfod, FL Sizing Calculations - Winter Load - Room by Room Component Details Project Title: Addition -0309701 Building Type: User 3/9/LV I / Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99°x) Window Panes/Type Frame U Orientation Areas X HTM= Load 1 2, NFRC 0.25 Vinyl 0.40 W 18.0 13.6 245 Btuh 2. 2, NFRC 0.25 Vinyl 0.40 N 24.0 13.6 326 Btuh 163 Btuh Window Total Window Total 42.0 s 24.0(saft) 571 Btuh Walls Type Omt. Ueff. R Value Area X HTM= Load Load Cav/Sh) Cav/Sh) I ri amtr - vvvvu cxi kv.v77 j 19.0110.0 146 4.03 30ti DWI1 2 Frame - Wood Ext (0.077) 19.0/0.0 72 2.63 189 Btuh 3 Frame - Wood Ext (0.077) 1.9.0/0.0 23 2.63 59 Btuh Wall Total EnerayGauaeO i USRCz6 241 1121 Btuh 632 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 20 15.6 313 Btuh Door Total 20fsaftl I 3136tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Cathedral/L/Shing (0.050) 19.0/0.0 320 1.7 547 Btuh CeilingTotal 320 547Btuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade 1.180) 0.0 38.0 ft(perim.) 40.1 1525 Btuh Floor Total 320 sqft 1525 Btuh Room Envelope Subtotal: 3588 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 2560 0.50 22.0 821 Btuh Duct load No ducts assigned to this zone. DLM of 0.000) 0 Btuh Room #1 Sensible Room Subtotal 4409 Btuh CLem- pene Loads for Room 2. Rea BR Window Panes/Type Frame U Orientation Areas X HTM= Load 3 2, NFRC 0.25 Vinyl 0.40 W 12.0 13.6 163 Btuh 4 2, NFRC 0.25 Vinyl 0.40 S 12.0 13.6 163 Btuh Window Total 24.0(saft) 326 Btuh Walls Type Otnt. Ueff. R Value Area X HTM= Load Cav/Sh) 4 Frame - Wood Ext (0.077) 19.0/0.0 124 2.63 326 Btuh 5 Frame - Wood Ext (0.077) 19.0/0.0 64 2.63 168 Btuh 6 Conc Blk,Hollow - Ext (0.384) 0.0/0.0 48 13.07 627 Btuh Wall Total EnerayGauaeO i USRCz6 1121 Btuh Page 1 Manual- J Winter Calculations Residential Load - Component Details (continued) Ojeda Project Title: - 160 Pen Crest Drive Addition -0309701 Sanfod, FL Building Type: User Doors Type Storm Ueff. Area X HTM= Load 2 Wood - Exterior, n (0.460) 20 15.6 313 Btuh Door Total 20 313Btuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 2 Cathedral/L/Shing 0.050) 19.0/0.0 240 1.7 410 Btuh Ceilina Total 240 410Btuh Floors Type Ueff. R -Value Size X HTM= Load 2 Slab On Grade 1.180) 0.0 34.0 ft(perim.) 40.1 1364 Btuh Floor Total 240 sqft 1364 Btuh Room Envelope Subtotal: 3535 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 1920 0.50 21.6 805 Btuh Duct load No ducts assigned to this zone. DLM of 0.000) 0 Btuh Room #2 Sensible Room Subtotal 4340 Btuh I Subtotal Sensible Heat Loss Totals for Heating Ventilation Sensible Heat Loss Total Heat Loss 8749 Btuh 0 Btuh 8749 Btuh 1. Electric Heat Pump # 18000 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HT\A /\Asn. rol 1 Une1 T e..ein. \b.b:nlie.\ t MW Version 8 EnergyGauge® / USRCZB v5.1 Page 2 ri 14 System Residential Ojeda 160 Pen Crest Drive Sanfod, FL Reference City: Sanford, FL Sizing Calculations - Summer Load - Room by Room Component. Details Project Title: Addition -0309701 Siw 1 7 Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 44gr. Infiltration Type' I Load Overhang Window Area(sqft) 362 Btuh HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshadei I Shaded Unshaded Duct load 1 2 NFRC 0.25, 0.40 B -L No W 1.011 1.1 ft 18.0 0.0 18.0 10 24 428 Btuh 2 2 NFRC 0.25, 0.40 B -L No N 1.011 1.1 ft 24.0 0.0 24.0 10 10 252 Btuh 215 Btuh Window Total Frame - Wood - Ext 0.08 19.0/0.0 64.0 1.7 42 (sgft) 6 Concrete Blk,Hollow - Ext 680 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Wood - Ext 0.08 19.0/0.0 146.0 1.7 253 Stuh 2 Frame - Wood - Ext 0.08 19.0/0.0 72.0 1.7 125 Btuh 3 Frame - Wood - Ext 0.08 19.0/0.0 22.6 1.7 39 Btuh Wall Total 241 s 417 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Exterior 20.0 14.3 285 Btuh Door Total 20 (sqft) 285 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Cath/Sngl Assem/Ught/Shingle 0.050 19.00.0 320.0 1.31 418 Btuh Ceiling Total 320 (sgft) 418 Btuh. Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 320(ft-perimeter) 0.0 0 Btuh Floor Total 320.0 (sgft) 0 Btuh Zone Envelope Subtotal: 1800 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Overhang Len Hot Natural 0.44 2560 0.50 16.5 362 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 1500 1960 Btuh A SensiDle tnveiope Loao: 4121 Utun Duct load No duct systemNo ducts assigned to this zone. (DGM of 0.000) 0 Btuh Window Total Sensible Zone Load 4122 Btuh Window Type• Panes SHGC U InSh IS Omt Overhang Len Hot Window Area(sqft) Gross ShadedUnshaded HTM Shaded Unshaded Load 3 2 NFRC 0.25, 0.40 B -L No W t.Oft 1.1ft 12.0 0.0 12.0 10 24 285 Btuh A 7 mPoe. n 7F n An I-1 Nn C 1 no lie 17 n 17 n n n 1n 1'_l 1!R Rfish Window Total 24 (sgft)1 11 Btuh Walls Type U Value R -Value Area(sqft) HTM Load Cav/Sheath 4 Frame - Wood - Ext 0.08 19.0/0.0 124.0 1.7 215 Btuh 5 Frame - Wood - Ext 0.08 19.0/0.0 64.0 1.7 111 Btuh 6 Concrete Blk,Hollow - Ext 0.38 0.0/0.0 48.0 8.6 413 Btuh Wall Total F:n&rmd.=,imam / i LCQR701A if. -;Oft) 7Rq Rh ih o Sir Manual J Summer Calculations Residential Load - Component Details (continued) Ojeda Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR 160 Pen Crest Drive Addition -0309701 Sanfod, FL 31'9;20,7 Doors Type Load Area (sqft) HTM Load 2 Wood - Exterior Load 20.0 14.3 285 Btuh Door Total 3764 viun 20 (sqft) No duct systemNo ducts assigned to this zone. (DGM of 0.000) 285 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 2 Cath/Sngl Assem/Ught/Shingle 0.050 19.00.0 240.0 1.31 314 Stuh Ceiling Total 240 (sqft) 314 Btuh Floors Type R Value Size HTM Load 2 Slab On Grade 0.0 240 (ft -perimeter) 0.0 0 Btuh Floor Total 240.0 (sqft) 0 Btuh I I Zone Envelope Subtotal: I 1749 Btuh I Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.44 1920 0.50 16.2 355 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 1200 1660 Btuh Ser [Siuitt a nreiUNe LUdu. 3764 viun Duct load No duct systemNo ducts assigned to this zone. (DGM of 0.000) 0 Btuh Sensible Zone Load 3764 Stuh Windows July excursion for System 1 119 Btuh Excursion Subtotal: 119 Btuh Duct load 0 Btuh Sensible Excursion Load 119 Stuh EnergyGauge® / USRCZB v5.1 Page 2 VT Manual J Summer Calculations Residential Load - Component Details (continued) Ojeda Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR 160 Pen Crest Drive Addition -0309701 Sanfod, FL 3,'9,'20,7 Whole House Totals for Cooling Sensible Envelope Load All Zones 8005 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8005 Btuh Sensible ventilation 0 Btuh uivwci v Owl i Total sensible gain 8005 Btuh Latent infiltration gain (for 44 gr. humidity difference) 976 Btuh Latent ventilation gain 0 Btuh Latent duct aain 0 Btuh Latent occupant gain (4.0 people G 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 1776 Btuh TOTAL GAIN 9780 Btuh 1. Central Unit # 18000 Btuh ve.,. nr a..,., w,..e.. io.,.,e.. u ...we..,..a w,..e .. ....e.. s ,..,.... SHGC - Shading coefficient of glass as SHGC numerical value) U - Window 1.1 -Factor) InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half dosed IS - Insect screen: none(N), Full(F) or Halq%)) Omt - compass orientation) EnergyGauge®! USRCZB v5.1 Page 3 13 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIREO ON OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FOC. 4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERUI' L r SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING A57M 0635 0.77 IN MIN SMOKE DENSITY ASTM 02843 1 13.4% TENSILE STRENGTH' ASTM 0638 1 7.50% DIFF WMYA1tA11Vt IUV]ILC JIRVl. —11. .—l- 4500 HOURS XENON ARC METHOD 1 r C3® ®® ®® 1130 00 00:00 ou: 00 LoolooJ "ll SINGLE DOOR UNIT DOLIBLF DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE TABLE OF COYTENTS SHEET / DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTE5 AN HORING L TIONS & ULIAILS 3 JANCHORING LOCATIONS & DETAILS K 00 no 149' MAX. MERG FRAYS w10TH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. IN/ASTRAGAL FRAME WIDTH ISI a x W a CalrN"I L Nroo6NNa-/24 w, SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELTTE T'T1 n 0 0 b c u') O Z Lu 0 Q Z CL( Lto = lu to U O F— W r i &AY, 96HC N T.S. we Nn. SW; LIOL ffr' KURT SALTHAZOR ORA11m n0.. FLORIDA P.E. OM-MA-FL012I 156533 911ZT I OF I 6" SEE DETAIL 6 J3" 3" I J ' 3- --1_ E` f — I— 3 r. 3" c c 3. SEE DETAIL C. 3- 3- 3` 3' 3' 6" 6' SEE OETAIL F" W U a SEE J dw C f a EE DETAIL c. 6 - ASTRAGAL RETAINER BOLT HOLE 10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH 8 x 2-1/2" THE THRESHOLD & INTO THE 10 x 5/8" STRUCTURE DEEP ENOUGH 8 x 2-1/2" #10 x I" FOR A 1.375" THROW O 10 x 5/8" # 10 x 3/4" DETAIL "F" ASTRAGAL 10 x 2" DETAIL "E" ASTRAGAL IG (I/6• TEMP CLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTI&Lk OECORAM INSERT ALUM - DETAIL "0' STRIKE PLATE TO FRAME /2. On on Bum svntEa DETAIL AS SHOWN II 16 x I -I/2• PHS TYPICAL Addrda to NO 0. 9621y t.375" Re1ByN6 n rnoLlr RV ;i j`% T OZe a,LLrs BOW 995 - FX- fQRa T , INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL sate: N.T S Dm. er. SWS CNN. BF. 6` 6" I 6" 6 3_ I I I W Q Q. J 7 W W e A B i 6" 6- 3 6" o 3- 3- 3` 3' 3' 6" 6' SEE OETAIL F" W U a SEE J dw C f a EE DETAIL c. 6 - ASTRAGAL RETAINER BOLT HOLE 10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH 8 x 2-1/2" THE THRESHOLD & INTO THE 10 x 5/8" STRUCTURE DEEP ENOUGH 8 x 2-1/2" #10 x I" FOR A 1.375" THROW O 10 x 5/8" # 10 x 3/4" DETAIL "F" ASTRAGAL 10 x 2" DETAIL "E" ASTRAGAL IG (I/6• TEMP CLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTI&Lk OECORAM INSERT ALUM - DETAIL "0' STRIKE PLATE TO FRAME /2. On on Bum svntEa DETAIL AS SHOWN II 16 x I -I/2• PHS TYPICAL Addrda to NO 0. 9621y t.375" Re1ByN6 n rnoLlr RV ;i j`% T OZe a,LLrs BOW 995 - FX- fQRa T , INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL sate: N.T S Dm. er. SWS CNN. BF. SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA 062514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 010 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR 010 X 2" FLAT HEAD WOOO SCREWS LOCATED 6" FROM EACH ENO AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I L 6" 3" I I c 6" 3 3 I I 31 e _ InN W V a SEE DETAIL on "D' SHT 2 q l 01 l C 1.50" MIN I I I I I I 6' 6' I I I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. IT W Q 0 j a w W 8 I II II I II == I a v i0 6' —{ 6' - I HARTIWARF SCHFi)UI F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION t.25" MIN —0.25' SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION I f074K!8Y. ' 7 it 05 AdtfttDWM N.T.5 Cm*admtNL- o e - V eT• SwSIli! g' DWG-MA-FLO128-05 ccr 3 a 3 Silvefflnee r4l brAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2901/4901 EXTRUDED VINYL a SINGLE HUNG WINDOW0 U NON -IMPACT' U 7F GENEPAL,NOIES 1.:'.*)ism:od:rc?:+.os eer awaeioted:andna+.cornr6ance ihlheSf ibcitlicn(2014)'Florido3 ding Code )FBC) structural requirements excluding the High Velocity Hurricane Zone' )HVHZ). 2. Product anchors shag be as fated and spaced as shown on details. Anchor embedment to base rnoterial shag be beyond wall dressing or stucco. 0 y 3. When used in areas re"ing wild bane deb prak cffon this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x b buck masonry construction. S. Site conditions that deviate from the detags of this drawing require further engineering analysis by a licensed engineer or registered architect. 44.0' MAX. OVERALL FRAME WIDTH' OVERALL= FRAME DIMENSIONTABLEOFCOHNNIS SHEET# DESCWBON 1 Typical elevation, design premm b general notes 2 Horizontal S vertical cross sections 3 Horizontal d venicol crass sections 4 Buck 3 frame onchoring 5 Bit of materials, glazing detogs IL components 44.0' MAX. OVERALL FRAME WIDTH' OVERALL= FRAME DIMENSION MAX_ DIO. ___ DIMENSION : TYPE' DESIGN'PRESSURE (PSF) P6SRIVE ' NEGATIVE 44.0"x 62.0' 39.0'x 28.0" G2 50,0 50,0 38.0"x 66.0" 33.0" x 30.0' G1 50,0 50.0 38.0" x 74.0 33.0" x 34.0' G2 50.0 50.0 NOTE: Max. overall frame height and width occur on separate MAR 01 2017 IL 10/24/11 = N.T.S. i IL or. I(y m ML or LFS 3 uno ea: c FL -14911.6 n xr_ 1 or 5 .". o0U0 ri 10Z40-6- 0-m t\ L0 m CSs 4 0 j 9Z aX W3d MAR 01 2017 IL 10/24/11 = N.T.S. i IL or. I(y m ML or LFS 3 uno ea: c FL -14911.6 n xr_ 1 or 5 .". vm3nyl 1.1/1" MIN. EMB. TYP. 3 al NOTE: I. LOCATE OPERATING SASH LOCKS Ir FROM EACH END OF THE ACTIVE MEETING RAIL. FASTEN WITH (2( RB x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER TO ALIGN WITH SASH LOCK. FASTEN WITH (2) /6 x 3/1' SCREWS. 144M REINFORCEMENT,(ITW 0L24RMLBPED.FORWINDOW2 .3 • 4• ; L•-^-fRAMEMX IS>.66'ONLY. 1 HORIZONTAL CROSS SEMN 2 TERIOR TIN FERIOR a E a •• a' Tom,( 2 VERTICAL CROSS SECTION 2 MOOR Nh nN- N n oz N O Y z m 10 24 11 °z_ mm N.T.S. S a of KV m c er. kim No- FL-14911.6aFL-14911.6 u n ar -2_ or _ 5 _ o 0 0 i i X f NOTE: I. LOCATE OPERATING SASH LOCKS Ir FROM EACH END OF THE ACTIVE MEETING RAIL. FASTEN WITH (2( RB x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER TO ALIGN WITH SASH LOCK. FASTEN WITH (2) /6 x 3/1' SCREWS. 144M REINFORCEMENT,(ITW 0L24RMLBPED.FORWINDOW2 .3 • 4• ; L•-^-fRAMEMX IS>.66'ONLY. 1 HORIZONTAL CROSS SEMN 2 TERIOR TIN FERIOR a E a •• a' Tom,( 2 VERTICAL CROSS SECTION 2 MOOR Nh nN- N n oz N O Y z m 10 24 11 °z_ mm N.T.S. S a of KV m c er. kim No- FL-14911.6 aFL-14911.6 u n ar -2_ or _ 5 _ o 1 -114 -MIN. EMB. TYP. 1 lQOMAL CROSS SECTION 3': 3hownwlrXsublwck • . EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 3 Optional mosonry sill TERIOR IERIOR 2 VERTICAL CROSS SECTION e;3" strownwllX,sub udc EXTERIOR INTERIOR D 4 VERTICAL CROSS SECTION 3 Optionol masonry s6 a 05 C C ? v> c n N N C 247 h z nN—z ° U e 10124111 Z N.T.S. o i er KV m L Or: Ii - ; ays NO. a FL -14911.6 u a zr 3 of 5 p 41 I`` N Ij Ur •• o T N co Z oZ( om ocuI ry ol 3 o ap e li m da` C. u o lC\ cZ c viJa z z a 05 C C ? v> c n N N C 247 h z nN—z ° U e 10124111 Z N.T.S. o i er KV m L Or: Ii - ; ays NO. a FL -14911.6 u a zr 3 of 5 p 2X BUC MASON OPENIP BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTF3: 1. Concrete onctat bcotons or Ile corners moY be od(usted to nx)inknn the rnrs. edge dWarae to mortes jdntL 2 Concrete o xhor bcWmDns rated of IMAX. O.C. (IYP.('mts) be ooAted to maintops rhe m-rL edge dstonce to modurjolnol oamtbralcmixote onehon may be mgleed to areae the 7AAJL O.C. (r'P.1•dbnembm ore not emesded A Coratete onclsor lode: AN_ CHOR NCHOR MIN._ _- - A11N. CLEARANCE. MIN. CLEARANCE TYPE--` =BILE- EMLEDMEM : TO MASONRY: TO ADJACr, EDGE - -• = ANCHOR 11W a 14 1.1/4 T 41 IAICON ELCO 1/, 1.1/4 1' ULIRACON WOOD$CREW LVS7AllAlJ0H NJI=: 1. Mobrosn a mh4leRls 5/a'eoge dsranca 1•end dkMnce. a 1-oc. L,xong of wood jaej to prevent the spEhr+g of wood. QA . fsi g r om U2XBUCKFi $ = v p s C W LL N 1 m LL LL 41XBUCKG BUCK NP. E o z 0 0 JAMBS u g FRAME —_ MASONRY OPENING FRAME ANCHORING trr KV L 6Y LFS etvlp /XL PL -14911.6 I sr 4 of 55i s 1HEAPPROVED-WISITE RIGID PVC- EXTERIOR EXTRUSIONS FOR''WINDOWS ARETo'BE PRODUCED BY EXTIMETRS LICENSEES 1N" AAMA'CERTIRCATION PROGRA)4•Fl7RRK.;IYPVCEXIMIONS. Q b I d 0 0 LFO.07- o I PVC HEADER 2 PVC JAMB 3 PVC SILL 6 c' BILL OF MATERIALS I DESCRUTKIN MAIERDU O 1X BUCK SG>= 0.42 WOODrC2XBUCKSG - 0.42 WOOD SITE 1/4MAX. SHIM SPACE Gt GLAZING DETAIL rg`=fin 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E RY - SMI RETE CONFORMINGTO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 10 x 1-3/4" PH SCREW STEEL G 1/4" X 2-3/4" ELCO OR RW HH CONCRETE SCREW STEEL 1 EXTRUDED PVC HEAD #52-2902' PVC 2 EXTRUDED PVC JAMB #52-2901• PVC 3 EXTRUDED PVC SILL #52-2903' PVC 4 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949' PVC 5 EXTRUDED PVC SASH R52-2905' PVC 6 EXTRUDED PVC GLAZING BEAD #52-1227' PVC 7 EXTRUDED PVC MEETING RAIL #52-2907' PVC B EXTRUDED PVC LOCK RAIL (TOP) #52-2908' PVC 9 EXTRUDED PVC KEEPER GLAZING BEAD #52-2317' PVC 10 MEETING RAIL REINFORCEMENT #51.2919 STEEL 11 LOCK RAIL REINFORCEMENT #51-2821 STEEL 12 SASH REINFORCEMENT606176' ALUM 13='"E)aRUDEDPVC'Q{IHLLOMGLAZMGBEAD,#52-1257•.. PVC W5: OeERABLE:SASH LOCK z 16`` .1"GICOMPOUND-tDOW fiI'199) 4fliCONE 17,-, * INTERCEPT SPACER STEEL 1HEAPPROVED-WISITE RIGID PVC- EXTERIOR EXTRUSIONS FOR''WINDOWS ARETo'BE PRODUCED BY EXTIMETRS LICENSEES 1N" AAMA'CERTIRCATION PROGRA)4•Fl7RRK.;IYPVCEXIMIONS. Q b I d 0 0 LFO.07- o I PVC HEADER 2 PVC JAMB 3 PVC SILL 6 c' 7 EXTRUDED PVC MEETING RAIL 0:68" F1 VfC i -- -- 0.036.1 d 0 10 MEETING RAILRemtotcement B EXTRUDED PVC LOCK RAIL ITOM 5/8' OVERALL THK. GLASS Q 17 1 I 3/37 ANNEALED O AIR SPACE L 16 313T ANNEALED I IIT GLASS __ 12 SASH SITE Refntorcemenf Gt GLAZING DETAIL rg`=fin00 S/8' OVERALL THK. GLASS Q 17 1/8'ANN&1LED iEiltN AIR SPACE 16 1 /8' ANNEALED 1 /T GLASS o BRE G!• DETAR Eouo 7 EXTRUDED PVC MEETING RAIL 0:68" F1VfC i -- -- 0.036.1 d 0 10 MEETING RAILRemtotcement B EXTRUDED PVC LOCK RAIL ITOM e rR ow gyp; 0.4 Z n 11 LOCK RAIL 12 SASH 0 Refntorcemenf 10 z C-io rg`=fin00 iEiltN o ^ m z L 1 ijl o U N p zozu µEo uo Sop p cmTnf0) 6LL,. 6 cz 0 yya c i c ---}- 0. 84" I z oos g i1 EXTRUDED PVC GLAZING BEAD z v 0.75 48 r03zyoff• p .• Al d d S s eIiNCOEGPTA'a 'b' 1iAGiEAD•' " 13 InteAock r e rR ow 0. 8' 0062* — 1 1 -- r-- 0.05 0.455 --I I -- 11 LOCK RAIL 12SASHReinforcement Refntorcemenf 0. 91' 0 LSU UI O. O6S = 4 EXTRUDED PVC B01TOM UET RAIL LT -0- 0w 5 EXTRUDED IVC STILE m y e 10/24/11 z N.T.S. 3 11 KV m L YY L FS 3 R am w. e FL -14911.6 n n a 5 or 5