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119 Garrison Dr015 CITY OF SANFORD MAY 2 6 2 BUILDING & FIRE PREVENTION Y: PERMIT APPLICATION Application No: I 1 9 3 Documented Construction Value: $ Job Address: Historic District: Yes No& Parcel ID: 52(- DDM - 007-0 Zoning: 1 Description of Work: (jJFV9AW— PfMD, j; I)W Dv--S , J10AC ; pent rj) Plan Review Contact Person: PEZ,;I lJAi D % Title: 'Plee ime Phone: qb*(0(y3 - 23oS Fax: (401- 331 - OStM E-mail: ef%1 Cbka" Property Owner Information Name 4WITm- ?bp- -I-i.Mkj'N Phone: 4407- bg(0 8ss Street: Pb ?9 0 \BiA1b Resident of property? : rj I P" City, State Zip: CA09 E", 11t- _5Z'" Contractor Information Name .6ftmE pv., ' Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: fimt- A?zK(TMTt)R-e Phone: C10 W7-QBg1-( Street: Pn W4 MUDl City, St, Zip: 01 4TOP— 1i -, fL 3Z7q O Bonding Company: 0 ((- Address: Building Permit 0 Square Footage: -7 Z0 No. of Dwelling Units: Fax: E-mail: Mortgage Lender: 1J Address: PERMIT INFORMATION Construction Type: g / No. of Stories: Flood Zone: X - 5EF_ ATTACl4 ED Electrical O New Service - No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing O New Construction - No. of Fixtures: Oki, Fire Sprinkler/Alarm O No. of heads: Iff v` Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your pen -nit fees when the pen -nit is released. 7i6 s zb I S 5 Z6 !S Si rat of Owner/Agent ate r-P—fC--,- 01E&11JftL1> ctor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name i'd 1 0 1. (-% L,= 5-X.Is Sign. ore of No - tale of Florida Date KELLY L PISCIOTTA NOTARY PUBLIC STATE OF FLORIDAWisslerCanOFFIMP Owner/Agennaa 11 RM19n to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: X9C %.J f ENGINEERING: rNt2 5'27` FIRE: 10< 9 I -L ad) POct&c.J 15 Signaiure of tary-State of Florida Date LILY L PISCICTTh NOTARY PUBLIC NLANh W—STATEOf FLORIDA 183557 F Personally1/ 15/201.9Contractor/AgentisKnowntoMeorProduced 1D Type of ID COMMENTS: VF ip delMo iln+erioc opt Jejcr bej. WASTE WATER: BUILDING: Rev 11.08 n •w 1s77 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Off rSITK[ rL 4UVAYkJ#7-Y Firm: S^LAAE Address: V p, z ox 1$ (0 1 O City: CP'SS ELF>E22t-( State: F L Zip Code: 3 Z -11 8 Phone: 401- CA (P -5b'56 Fax:q0-1-531-05 Email: QW A t.ukcE @ HAeJTAT-SA,0eG Property Address: —lick Co AR';_> 15o 3 *bQ% V C Property Owner: 443iTA t G iL "u m Ayt TY Parcel identification Number: 3S -kq 30 -57Z l - 0000-CO'ZO Phone Number: d0'7-014- S 8% Email: The reason for the flood plain determination is: New structure 0 Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) O IC S O I Flood Zone: 3C Base Flood Elevation: W/Ok Datum: N/R FIRM Panel Number: ( Z0ZQ4 Ca070 F Map Date: q- The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 19 The parcel is not in the: 29 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: Reviewed by: Ca s K Date: S - Z'-7 - ZO ( S REQUIRED INSPECTION SEQUENCE BP# /5—, / % 51 Address: ( /q So.J )> Z, BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Do Cell 0 Sheathing — Walls Sheathing — Roof Roof Dry In to Frame 2-0 Insulation Rough In Firewall Screw Pattm 3Q Drywall / Sheetroc Lo Lath Inspection Building Ceiling/AirBarrier Insulation Roof Com'l) Building Ceili g Grid Final. Roof 30 Final Stucco I Siding Insulation Fi al Final Utility/Building Final Door ZpFinal Wind w final Scr4 Room bile Hokne Tie Down Mo He H me Building Final Pre- D Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre - Power Final Temporary Pole eO Electric Final B Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Q Mechanical Rou h Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap @ 0 Mechanical Final REVISED: June 2014 Permit Number: l '15- 11314 Folio/Parcel Identification Number: 3 - ' -35 •52•1-0500- c,-zc-a Prepared by: Reginald Wallace MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 8475 P9 343 (11`90 CLERK'S 4 2015055939 RECORDED 05/26/2015 12059:26 PM RECORDING FEES $10-00 RECORDED BY tsmith Return to: Reginald Wallace c/o Habitat for Humanity PO BOX 181010 Casselberry, FL 32718 i s • o s NOTICE OF COMMENCEMENT State of Florida, County of Orange The undersigned hereby gives notice that improvement will be made to certain real property, and in accor c with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ;... ... = s 1. Description of property (legal description of the property, and street address if available) 119 Garrison Drive, Sanford, FL 32771 3S - 1 !t - 31D - 57,1 D t2O - OOZo 0 2. General description of improvement gg Interior Demolition, HVAC, Window replacement 3 I 3. Owner information or Lessee information if the Lessee contracted for the improvement Name Habitat for Humanity in Seminole County and Greater Apopka, FL, Inc. Address PO BOX 181010 Casselberry. FL 32718 Interest in Property Fee Simple Name and address of fee simple titleholder (if different from Owner listed above) 4. Contractor 15 R Name Habitat for Humanity in Seminole & Greater Apopka, FL, Inc. Telephone Number 407-696-585 Address 5. Surety (if applicable, a copy of the payment bond is attached) Name N/A Telephone Number Address Amount of Bond $ 6. Lender Name N/A Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name N/A Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name N/A Telephone Number Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts statod% it are true to the best of my knowledge and belief. or Lessee, or Owner's or Lessee's The foregoing instrument was acknowledged before me this )JL day as V Wf\LAr-I aAgnl - for Ty a of authority, e. ificer, trustee, attorney in fact Sig ature of ary P lic — State of Florida Personally Known OR Produced ID Type of ID Produced party on be Mi L. cl),XxA-6mfi- Signatoly's Title/Office cc nashe of peson' ' was executed Print, type, or itamp commissioned name of Notary Public KELLY L PISIDWTTA NOTARY PUBLIC STATE OF FLORIDA Carl aIIIII it611IMSeptember 26, 2011 ExpIW 1/15*019 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) 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 VD the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 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. 1 understand that, as an owner -builder, I am the responsible party of record on a permit. 1 understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filedfZv) in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or T lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 0— w I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and l 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 1 may contact the Florida Construction Industry Licensing Board at 1-850487-1395 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 EnX, information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: I R Mf j T (— 3n,? ( 1, P qt LD , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. S of Owner -Builder Form of Identification Must be Photo ID) Date 510.r, S A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding l 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 r City of Sanford Residential Alteration / Addition / RenovationIF. U • Permit Application Guidelines 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 REQUIREMENTS COY Building Permit Application completed, signed and notarized. O I Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value L( Application must include correct address and complete parcel I.D. number. GK' Contractor information is required to be included on the permit application (if contractor is applicant). E 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. O t1ift Copy of the contractor's license issued by the State of Florida (if contractor is applicant). O 4W 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. C5/ 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). C Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Ef Two (2) copies of all applicable plans and related documentation 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. Please see the following pages for construction document submittal guidelines ** Revised: April 2015 Page I of Residential Alter/Add Permit Application Checklist THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN O Must indicate the location of the proposed addition. O Two (2) copies are required BUILDING PLAN — Structural If any elements of the addition, alteration or renovation involve altering the structure or any structural elements, the following information must be included and must be signed and sealed by a registered design professional. Any alteration or change to an exterior wall is considered structural and requires signed and sealed engineered plans. Two (2) copies of construction documents are required. C Construction documents shall indicate code edition being appliedEl"'/ Construction type Plans to minimum 1/8" scale Designer information: name, address, registration #, seal and signature on all signed/sealed pages Q / Page size minimum 22" x 34" p All pages numbered and labeled D Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) D Ultimate design wind speed (Vult) O Nominal design wind speed (Vasd) O Risk category O Exposure category Enclosure classification O Internal pressure coefficient O Component and cladding design wind pressures in terms of psf O Structural Calculations, if necessary FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL) Floor plan must include a layout of the entire home An existing floor plan and a proposed floor plan must be provided, indicating any structural/non- structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Must indicate the area that will be altered/renovated Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) D' Must be legible and to minimum 1/8" scale O Include all applicable span lengths and dimensions, including porches Revised: April 2015 Page 2 of 5 Residential Alter/Add Permit Application Checklist ELEVATION (if applicable) O Attic ventilation O Roof pitch Roofing material D Exterior finish/stucco thickness Height/bearing elevations O Window and door opening locations O Chimney location/height ENERGY CALCULATIONS Required for Additions / Removing existing insulation and adding new insulation Converting unconditioned space to conditioned space. M, Form 402 or Form 405 FOUNDATION / SLAB D Foundation plan O Filled cells with reinforcement locations O Footer denotation/details O Footers minimum 12" below grade Interior bearing walls/pads O Porch pads/footers O Brick ledge detail D Slab thickness/steel/fiber mesh O Vapor barrier/termite treatment type O Reinforcing steel over lap O Relieving arch steel at pipe penetrations O All wood minimum 6" above grade O Crawl space ventilation ELECTRICAL (if applicable) Please note: any renovation, alteration or addition will require the entire home to be updated with smoke detectors, located as required for new construction per FBCR R314 Level 1 Alterations will require 10 year, non -removable battery smoke detectors. O Electrical existing floor plan and proposed floor plan for the work area. Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect. D Service riser diagram (for new service, service rebuilds or upgrades to service size) Bonding/Grounding O Electrical load calculations Re -wire of 50% or more of home Additions, required on existing home to verify service size is sufficient' O GFCI protection O AFCI protection Tamper resistant outlets O Smoke/CO alarm locations Revised. April2015 Page 3 of 5 Residential Alter/Add Permit Application Checklist CHANICAL if a licable Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Cf Room ventilation Adding or modifying ductwork requires a duct layout. Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizes Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air We", Energy calculations with equipment sizing calculations for new HVAC installations PLUMBING (if applicable) O Plumbing drain, waste and vent schematic for new plumbing installations O Bathroom or Kitchen existing floor plan and proposed floor plan. FUEL GAS (if applicable) O BTUs each outlet and total BTUs O Pipe type and total length O LP regulator and model type Combustion air vents O Location of equipment O Venting D Gas Type O Gas Pressure O Gas piping riser ROOF TRUSS LAY OUT (for new engineered trusses) O Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package O Strapping/fasteners/truss.tie-downs DETAIL SHEETS OR NOTES O Footings O Beam to wall and/or post attachments O Post/column and beam construction Interior bearing walls O Stairs section O Chimney construction O Dormer construction O Floor framing O Entry construction D Arched windows O Bay windows O Frame to block connections D Knee wall construction O Sky light framing O Top plate splicing requirements Revised., April 2015 Page 4 of Residential Alter/Add Permit Application Checklist O Steel requirements (footer, lintel, vertical pour) Grade Over lap D Veneer O Shear wall locations and construction Connectors Fasteners O Roof sheathing & diaphragms Fasteners Blocking D Wall and gable sheathing fastening O Gable end, frame and block, vaulted and flat O Conventionally framed roof members O Glass block Header schedule, including strappinglanchorage and frame supports (bearing walls) O Bearing/non-bearing wall detail O Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS O Roofing components Underlayment Shingles / Tile / TPO / Rolled Off -ridge vents H' Window and mullion installation instructions C9 Garage door, sliding glass door and swing door installation instructions O Siding installation instructions O Soffit installation instructions O Glass block installation instructions D Engineered lumber products installation instructions PRODUCT APPROVAL Completed Sanford Product Approval specification sheet Florida Product Approval can be located at www.floridabuilding.org. Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 These guidelines were compiled to assist the applicant in preparing a residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised. • April 2015 Page 5 of 5 Residential Alter/Add Permit Application Checklist 7JUN 08 W5 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r7 3ApplicationNo: % / Documented Construction Value: $ 3 UcX3 Job Address: C1 [1G•r 1_' :son/ Historic District: Yes NdPg[ Parcel ID: 30 - o D Go - 6p o Zoning: Description of Work: W ",FPM!5 or fin.r e Plan Review Contact Person: Q6w Title: 0(-'JNeP/ Phone: q67- 1102 - 5247 Fax: o7- S*831-7*77 E-mail: dc'_ eod Property Owner Information Name .& k4c,- For- fOOmo_ Jlfy Street: A0, BX 1A/0/0 City, State Zip: GStsfr ,r./ , FL 3274 Phone: Resident of property? : AL2 Contractor Information Name V,S+ww.S Phone: y07 - 83/ 2770 Street: XnnD i-rr- Hoye, scfi •Ye /15J Fax: el07 - q'f 1 - 7077 City, State Zip: if mmyie siy/'iwSS. /CG 3Z b1 State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 17 Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: 1172- Construction Type: a ov4fiZeJNo. of Stories: No. of Dwelling Units: Flood Zone: Electrical b( New Service - No. of AMPS: 1 5-d Mechanical 0 (Duct layout required for new systems) Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 00 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. v /S— Signature of Owner/Agent Date Signature of Contractor/Agents Date Print Owner/Agent's Name Print tractor/Agent's Name L(, Signature of Notary -State of Florida Date Signature of Notary -State of Flor d' a Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Know to Me or Produced ID Type of ID Produced ID Type of ID t r , APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 SCPA Parcel View: 35-19-30-521-OD00-0020 tXrold i0twk o7rlCAVA Property Record Card EMOParce1: 35-19-30-521-OD00-0020 ANWRAWER Owner: HABITAT FOR HUMANITY SEM CO & GREATER APOPKA FL INC SU MP40LECOUNTY,FLORIDA Property Address: 119 GARRISON DR SANFORD, FL 32771 Parcel: 35-19-30-S21-OD00-0020 Property Address: 119 GARRISON DR I Owner. HABITAT FOR HUMANITY SEM CO & GREATER APOPKA Ft. INC Melling: PO BOX 181010 CASSELBERRY, FL 32718 Subdivision Name: COUNTRY CLUB MANOR UNIT 2 Tax obtrlcC Si-SANFORD Exemptlons: 34-CHARITABLExivic (2015) DOR Use code: 01-SINGLE FAMILY 4Z 1 i r rl , Page 1 of 2 Value Summary 2015 Working Z019 Certified Value Values Valuation Method Cost/Market Cost/Market Number of Buildings Depreciated Bldg Value ' $19,274 -- —. 18,706 Depreciated EXFT Value ' $600 1 I $ 600 Land Value (Market) 12,000 9,500 Land Value Ag- J ust/Market Value 31,874 - - 20,806 portability Adj Save Our Homes AdJ SD 0.—__.. Amendment I Adj- Iso 812 -- — Assessed Value 31,874 1 $27,994 Tax Amount without SOH: $563.87 2014 Tax Bill Amount $563.87 Tax Estimator Save Our Homes Savings: $0.00 s Doe NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 2 BLK D COUNTRY CLUB MANOR UNIT 2 P8 11 PG 100 Taxes Taxing Authority Assessment Value Exempt Value Taxable Value County General Fund 31,874 31,879 , -- — - — $0 Schools I 31,874 ; 31,879 City Sanford --- 31,874 i 31,874 0 SJWM( Saint Johns Water Management) — 531,874 ' 31,874 — --- - - $O County Bonds — - -- -- - - 31,874 I 31,874 ' $O Sales Description Date Book Page Amount Qualified Vac/Imp PROBATE RECORDS 11/l/2014 08365 1446 100- No -- Improved - QUITCIAIMDEED 11/1/2014 08372 0517 100 No improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value LOT 0 , 0 i 12,000.00 ; $12,000 Building Information d Description Year Built Fbttures Base Area Total SF Lkbry SF Ext Wall Adj Value Repl Value Appendages Acbral/ EHecUve 1 SINGLE 1958 3 FAMILY 720 • 1,172 ! 720 , CONC BLOCK 19, 274 $31,467 - Description Area I UTILITY i 55 UNFINISHED http:// www.scpafl.org/ParcelDeta.iIInfo.aspx?PID=351930521 OD000020 6/8/2015 06-08-15;08:42AM;From: To:4076885152 4 , ti Y2K ELECTRICAL SYSTEMS, INC. JOB ESTIMATE SHEET COMPLETE YELLOW AREAS ONLY Job 0: Hablist Homes Date Bepin 111111111011111 Customer E2 Homes Date Complatod Souare rt. 1207 Date Invoicod Amt, Involcea= LAROR EnSTS 0 ratlon Hr. Ralo Req. Mr, OT His.. Other Mrs. Total S OemD 515.00 2 30.00 TOM 15.00 6 590.00 Slab 15.00 0.00 so.00 R hdn 13.60 34 462.40 0.00 Trim 313:60 20 272.00 50.00 Well 16.00 S0.00 0.00 nChlre 52AD E0.00 9.00 LED In too 0.00 SO DD 0 00 SO 00 30.00 0.0o Sub Total 454.40 Labor Burden % 411.001.4 Total Labor Cost 1.204,70 nrrTUnP CPRVIEPt ANn nTHPR MATA ohm Cesb ' Eallrllaio . o1s 51,43218 Tom Low -Como 1204.70 obr.ol *r Coft • 75.00 TomDblret Cast# • 52,711.88 sid'Abetw"ot S1 ]S.S9 rsstnitul EsllmsEa 2,547,43 NET PROFIT PERGENTA6E OR. DESeRIED FINAL ESTIMATE 2.547.48 OwnB i Ilon C051 Each TOTAL lam ra Power Pole 40 s 1 IN I Fee 75 i 75.00 116 5 ti0 Sw5.35 i 1.5 5 S S i S rvrnL I a ra.uu PRICC PCR SQVARC FT. S 2.36 Current Labor Burden 41.00•h Currant Overhead Fnclor 5.0079 Jun 041512:20p 407-299-7725 p.3HollowayQualityPlumbing JUN 0 8 2015 Application No: 1'5 _ 1 I ?j 4 Job Address: CITY OF SANFORD BUILDIN & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: Parcel W: 3 - "1 ; - , j - '~} r ' _ ucl Zoning: Description of Work: Plan Review Contact Person: k Phone: Z 011 of 3 (p4 Fax: 4-0-IX I Property Owner Information Name 1 hl'7- Fn i Tin k ,) I(1( ' ' Phone. Street: City, State Zip: Yes No 500 4v' r4 j e i QPLvrK• ( on-, Resident of propfrty? : Contractor Information Name - M\cyNa2. cuui r 1 i q_31 Phone: Street:' D51) F , s"\:A LGO.A -2Y 'v v Fax• / '1 G 4G ae v Ci t , ;' t r' ) ff+'-'• ( SttZiP Y, 1 `- 1 State License No. ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical D Phone: Fax: E- mail: Mortgage Lender. Address: PERMIT INFORMATION Construction Type: No. of Stoj 'es: Flood Zone: Plumbing New Service - No. of AMPS: New Construction - No. o Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 0/,9 . Shall be inscribedwiththedateofapplicationandthecodeineffectasofthatdate (Code 2010 FBC) 731.135(5)(6) lorida 5latutes. REV 07.14 Jun 041512:20p Holloway Quality Plumbing 407-299-7725 p.4 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, weds, poops, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accu ate and that all work will be done in compliance with all applicable laws regulating construction and zoni t. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C M1 ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR OPERTV. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE J B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, C NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF OMMENCEMEN-17. NOTICE: In addition to the requirements of this permit, there may be additional rerdditionalctions applicable to this property that may be found in the public records of this county, and there may be permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies,federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we resen,e the right to calculate the plan review fee based on past permit activity levels. Should calculated chaTgms exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 4115 signature of0-mier/Agent Date t, / i signature of Contractor/Agents ,: 1 Date Print Owner/Agent's Name signatwe omotary-state or Florida Daic Owner/Agent is Personally Known to Me or Produced ID Type of ID UPrintContractorlAgern's Name. Date5ignatmeofNotary -State of Florida EVEL M. MILLER NOT PUBLIC STA OF FLORIDA Corn EE19M 60=16 Contractor/Agent is -Ak Pi Produced ID Type APPROVALS: ZONING: UTILITIES: WASTE ENGINEERING: Fes: COMMENTS: Wally Known to Me or ID ATER: Sball be inscribed with the date of application and the code in effect as of that date (Code 2010 FEC) 731.135(5)(6)IFlorida Statutes. REV 07.14 Jun 081510:23a Holloway Quality Plumbing 407-299-7725 p.1 AY QUALITY PLUINBING, I'NC. 7060 EDGEWATER DRIVE SUITE G ORLANDO, FLORIDA 32810 407-291-9364 FAX:407-299-7725 CFC 1428969 To whom it may concern, An additional contract was made to add fixtures for permit number IS-1734,for the address of 119 Garrison Drive. The first contract was for a WATER REPIPE. Total cost of contract being $1955.00. After removing drywall, they discovered the inside would need to be gutted and once repaired Holloway Quality Plumbing would need to reset and install new fixtures at the time of the plumbing TRIM PHASE. Therefore, another contract was created as an addition to the first one for a total of $1345.00 which would be specifically for the owner's fixtures, heater and faucets, and mist trim items. All together this job amount is $3300.00. Fixtures that need to be added to the permit number 15-1734 include... 1 WATER CLOSET 1 LAV 1 SINK 1 TUB 5 MISC 1 HEATER Thank you, v MICHAEL HOLLO Y PRESIDENT Jun 08 1510:24a Holloway Quality Plumbing 407-299-7725 p.2 H O L OWAY QUALITY PLUMBING, INC. 7050 EDGEWATER DRIVE SUITE G ORLANDO, FLORIDA 32810 407-291-9364 FAX:407-299-7725 CFC 1428969 E2 HONES R03@E2i0MES.Cd.'4 407.923.4229 OB: -19 GkRRISDN ACDI:'30NA= WORK REQJES': DATE: 09-Jun-15 OWNERS FIXTURES, FAUCETS A14D HEATER. MISC TRIM IN HID :E: STOPS AND TRAM n.lr close-A-i QT`.' NASTFJI BATS + 1 01`4 C Vl I INSTALL OWNER PROVIDED TOILE^ WITH SEAT AND SUP?LY. 1 c IRS I INSTALL OWNER PROVIDED BATH SINK AND FAUCET. ;- 7 I INSTALL OWNERS 4?C TUBISH UNIT WITH OWNERS VALVE AND TRIK. 1 I 1 I 0 QTL i INSTALL OWNER PROVIDED KITCHE."h SINK AND FAUCET KITH STRAINERS. CONNECT OAgERS DISHIRAS:IEP. WITF SHOCK ARRESTOR/ACCOR CONNECTION IR') 90" ELL SITE CONNECT OWNERS DISPCSALL COLD WATER LINE TO REF4:GERATOR SPACE. P'C BOX ffi%C G LRD90RT NO WiSF.ER BOX. BOILER DRAIK AND STAiREPIPED WATER ALREAD". INSTALL OH•NER PROVIDED MSC HOSE BI3S INSTALLED AT AEPI?E. 2 m VS C . s 1 n t 1 p'+SwaC er (M151,1 MIS 1 He i(e r I CONNCCT 0'w ssws INTrRIOR SANITARY, NO ASSESSr:E:n3 1 CONNCCT OWNER'S EXTERIOR Mj=TER. INSTALL 1" SCH40 PVC PIPE WATER SERVICE. N.T.E 40 FT HO ASSESSM'—VXS NOTE) NO BACKFLOU DEVICE IN B:D FOR ti7\ICR SERVICE. NO ?RESSURE REDUCING DEVICE BIGVRED. IF PRESSURE REDUCING DEVICE IS NEEDED EXTRA COST. ADD -OR 3W S230.0O3 1" $250.00. 1-1/2"'$270.00. B:7 DOES NOT INCLUDE WARRANT! 0? OWNERS F'JR41SHED FIXTURES. BID DOES NOT INCLUDE BACKFILL of TRENCHES,BACKFILLING BY TRACTOR PROHIBITED.N0 :MPLIED MARRANTY OTHER THM STATED• NC WAJUMTY ON QUICK SELF CLOSING VALVES OR TF.EIR CONNECTIONS. N:TE.IB WATER ;S LEFT OF H HE AFTER FINAL INSPECTION WITHOUT BEING OCCUPIED OR F:ArN'=AINED, ;IOLL VAY BILL. V7_" BE RESPONSIBLE FOR ANY DAMGES. YOU NEED TO TJR`r WA.^.ER OFF.'! H::LLCW?Y HAS AVAILABLE AUTOMATED WATER SENSING DEVICE %HAT WILL :UT OF WATER TO YOUR HOUSE- RCQUEST FOR A QUOTE FOR THIS DEVICE. WC CAN Nor WARRANTY WATER DP1•>AGE WITHOUT_'THIS DEVICE BEING INSTALLED. SLOPE OF SHOw'ER aLODR£ TO BE DOKE BY OTHERS. THERE WILL BE NO RETAINAGE HELD ON THIS J09. PAYMENT o8 CONTRACT AS "M FIP==A= OF =M BTXCN Or CONTRACT is DOS WMW MORE IS COLr=TSD, O10®lS SEI==o Fr== PACMM F9MCII=A09 TO BS BILL*ID ONCE 1FAC1003 IS S=CCPSO, AT ALL FZASZ8. IF OAR DOES NOT. FURNISH OWNER FIXTUREE AT STA.RT OF PEASE TIME, TREN IT IS DEa[ED COMPLETE. NOTE: NO WARRANTY OF cos I: PAYMENT IS DELIQUENT, IF I:E MACHINE FURNISHED, -PLUMBER WrILL NOT BE RESPONSIBLE FOR OWNER NOT NAINTA:NING IT. 8:d is only good from start date: for 93 days, Vote for material increases. DRAMS AS ?OLIAWS: UNDER GROUNE 0% SO.CO SECOND ROUGH Ott S0.00 FINISH 100% 51.393.00 CONTR4C: ?RICE:--------------------------------------------------------------------------------------------------- 51,345.00 In the event that any phase of this contract goes more than 30 days without completion, a draw of 50% of that phase will Priding is based on payment by cash or check. wa accept credit cards for an additional 4% charge. Jun 041512:20p Holloway Quality Plumbing 407-299-7725 I I n ReQv-,ncc. to Ni e 1 4OU have a C.ueS-tton S pte.S2 Y 1ysSG ttollcauo y OWay (IvAki Aj p 401 2011 q 3 U4 q all tubing FLOWDA F'UUX Demolition U T I L I T I E S VforC%t -- Todays Date: Qne, 6,2015 PLEASE CHECK THE APPROPRIATE REQUESTS BELOW: Deactivate FPU facilities within entire property listed below. Excluding Easements & Non-FPU Propane) 1 Deactivate FPU facilities within a portion of the property. Clearance Request Form CM NaoWVftHb810VL CAberanywmt Please give additional details or site plan) 'f N,O'T& If you only. want tq close U Relocation - I am interested in maintaining service and receiving your account ot•requesc a seasonj;• ., a proposal to relocate FPU's gas facilities out of the way. disconnect, for these serviets ionract your local fPU-•,Eusiomer Care Team J I anticipate establishing a new service in the near future. at 800.427.7712,• A FPU representative will contact you to coordinate reconnection) 11 GaffISDn ` r9-111 Single Street Ahdress RCi Zip Code W I w -% Coin Zma Comments ( Optional) PCN) ( Not Required by FPU) Lumu/ QX+ . I J Ph C ll: Requ' d) Fax/EmailnI aA(a Flnr Public Utilities Use *Only (Gelnru this point.) _ Q FPU NATURAL GAS request indicated above has been completed or is not involved within the premises on: Natural Gas Signature: Signature Date Title J FPU PROPANE GAS request indicated above has been completed or is not involved within the premises on: Date Propane Gas Signature: Signature Title S. O./C.O.#S U Gas availability in area :J SRC Available Please submit your completed form via fax: 855-212-5011. a Paw n7-?FL1 i City of Sanford Certificate of Completion ISSUED 09.14.2015 PARCEL NUMBER 35.19.30.521-OD00-0020 PROPERTY ADDRESS) I l l'9 GARsON DR PROPERTY ZON+I,NG - -r ( :.,J `1SR144• N1N• -L= EyV1J U fHL, 1- - - -- OWNER( . HABITAT INOLI I l CONTRACTOR PERMPT-71NN O MBER 1F5,51 734 i . DESCR+IiPTION ©F WORK:-- 1NTE+RIOR S•/F RES RE+MODELING , `,`, tti CONSTRUC TIION TYPE;. `; , Ne/A ` I 1 '1i4 OCCI}PAN,CY USE GROUPi ° J SING201. AMILY OCCUPANT-L 1 AD 1jWN/AyR., In accordance .,with .,this 'Cel1tificaWegf Completion, 'all; "inspections for compliance with. Flodda,.Builai'm Code 2 0" have been} performed and approved. If the construction prolectw as p ermltted< and bl llt under the owner/builder contractor exemption of =Florida-Staterstatute 489.103; refer to state statute regarding limitations on renting; lease -or -sale of this property. Approved C/o Building Official RECORD COPY Now E2 HOMES 5/27/15 Habitat for Humanity RE: 119 Garrison Drive, Sanford, Florida Reggie Wallace: There was no lead found within 119 Garrison Drive, Sanford, Florida after a full 3M Lead Check swab test was completed on various surfaces and locations within the residence on Tuesday 5/26/15. Attached is a picture of the used test package contents showing a negative test results. Thank you, Am. 77 1 Ai 1 Matthew Cox Construction Director, e2 Homes PO Box 3300, Winter Park, FL 32790 o) 407.913.3246 (f) 407.386.3127 contact@e2homes.com I CGC1522599 I www.e2homes.com OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE METER UNDERGROUND SERVICE BY --I POWER COMPANY INTERSYSTEM BONDING TERMINATION PER 250.94 2008 NEC 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT MAIN SCONNECT 150 OR[!(F A/C DISCONNECT 200 AMP 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 8 COPPER TO RANGE 6 TO HVAC 4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. RECORD COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HABITAT REMODEL Builder Name: HABITAT FOR HUMANITY SEM CO Street: 119 GARRISON DRIVE City, State, Zip: SANFORD , FL, 32771- Perak OfficeM - 1 734 PermitNumber. Owner. HABITAT FOR HUMANITY SEM CO Jurisdiction: Design Location: FL, Sanford 1. New construction or wdsting Erdsting (Projected 9. Wall Types (1040.0 sgfL) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1040.00 fP 3. Number of units, if multiple family 1 b. WA c. WA R= ft, R= ft' 4. Number of Bedrooms 3 d. WA R= fP S. Is this a worst case? No 10. Gelling Types (874.0 sqft.) Insulation Area a. Under Attic (Vented) R=36.0 874.00 ftz 6. Conditioned floor area above grade (RF) 8T4 b. WA R= fix Conditioned floor area below grade (112) 0 c. WA R= IF 7. Windows(144.0 sgft.) Description Area 11. Ducts a. Sup: Attic, Rat Main, AH: Main R IF 6 174.8 a. U-Factor. Dbl, U-0.32 144.00 fF SHGC: SHGC=0.22 b. U-Factor. N/A 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 19.0 SEER:15.00 c. U-Factor. N/A IF SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft, a. Electric Heat Pump 18.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4,042 ft. Area Weighted Average SHGC: 0,220 14. Hot water systems 8. Floor Types (874.0 sgft.) Insulation Area a. Electric Cap: 80 gallons a. Slab -On -Grade Edge Insulation R=0.0 874.00 ft° b. Conservation features EF: 0.9W b. N/A R= W 5rllarPEF--3 c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.165 Total Proposed Modified Loads: 15.23 PASS TotalStandardReferenceLoads: 30.18 1 hereby certify that the plans and specifications covered by Review of the plans and ST,gT thisndaEompliancecwrthtEnergy, specifications specifications covered by this qHE f Codealculati - fircalculation indicates compliance with the Florida Energy Code. nn„. •.,z_r, O PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 o- I hereby certify that t bbuildindesigned, is in compliance Florida Statutes. with the Florida Ener C'pD WE OWNERJAGENT: BUILDING OFFICIAL: DATE: b S _ DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5119/2015 7:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Comprrard Software Page 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 50 The lower the EnergyPerformance Index, the more efficient the home. 119 GARRISON DRIVE, SANFORD, FL, 32771- 1. New construction or ebsting 2. Single family or multiple tamiy 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (M 7. Windows" Dewdpfi+on a. U-Factor. Dbl, U=0.32 SHGC: SHGC=0.22 b. U-Factor. NIA SHGC: c. U-Factor. NIA SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Existing (Pmjogbd 9 Walt Types Singh family a. Concrete Block - Int Insul, E)dertor b. N/A 1 c. NIA 3 d. N/A No 10. Ceding Types a. Under Attic (Vented) 874 b. NIA Arm c. WA 144.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main fP 12. CCo6Ntg Systems fig a. Central Unit ft= 4.042 ft. 0220 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 874.00 fF b. NIA R= fN c. N/A R= fr 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Consecration features Solar:FEF=3 15. Credits I certify that this home 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 final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code pliant features. Builder Signature: Date: Gj Zb s Address of New Home: liq &4gr4 sue/ % Clty/Ft Zip: 3Z77 / Insulation Area R=4.1 1040.00 ft' R= ft' R= ft= R= ft' Insulation Area R=38.0 874.00 fF R= IF R= fF R ft° 6 174.8 kBtu/hr Efficiency 19.0 SEER:15.00 kBtu/hr Efficiency 18.0 HSPF:8.50 Cap: 80 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software PROJECT Title: Building Type: Owner. . of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Erdsting: Comment: HABITAT REMODEL Bedrooms: 3 User Conditioned Area: 874 HABITAT FOR HUMANITY S Total Stories: 1 1 Worst Case: No HABITAT FOR HUMANITY S Rotate Angle: 0 SANFORD Cross Venbtabon: Whole House Fan: Single-family Existing (Projected) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, Stale, Zip: Street Address 119 GARRISON DRIVE SEMINOLE SANFORD , FL, 32771- CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winder Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 874 6992 SPACES Number Name Area Volume 10chen Occupants Bedrooms Infi11D Finished Cooled Heated 1 Main 874 6992 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Stab -On -Grade Edge Insulation Main 130 R 0 874 R' 1 0 0 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emtt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hlp Composition shingles 947 R' 0 fN White 0.75 No 0.9 No 0 22.6 ATTIC V # Type Verdlation Veit Ratio (t in) Area RBS tRCC 1 Full attic Vended 300 874 ft' N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 874 M 0.11 Wood 5 I VX15 7:35 PM EnergyGauge® USA - FbRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS a nmt Adjacent Space Width Height Sheathing Framing Solar Below win Tip Cavity 1 NW Exterior Concrete Block - Int Insul Main 4.1 11 8 88.0 fF 0 0.3 0 2 SW Exterior Concrete Block - Int Insul Main 4.1 10 8 80.0 ft= 0 0.3 0 3 NW Exterior Concrete Block - Int Intl Main 4.1 30 8 240.0 ft= 0 0.3 0 4 NE Exterior Concrete Block - Int Insul Main 4.1 24 8 192.0 ft= 0 0.3 0 5 SE Exterior Concrete Block - Int Intl Main 4.1 41 8 328.0 W 0 0.3 0 6 SW Exterior Concrete Block - Int Insul Main 4.1 14 8 112.0 ft' 0 0.3 0 DOORS Ort Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None 4 3 6 8 20IF 2 SE Insulated Main None 4 2 8 6 8 17.8 fF WINDOWS Orientation shown Is the entered Proposed orientation. Wan OverhangVOmtIDFramePansNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 NW 3 Vinyl Low-E Double Yes 0.32 0.22 30.0 R' 6 It 0 In 1 ft 4 in Drapes/blinds None 2 NW 3 Vinyl Low-E Double Yes 0.32 0.22 30.0 ft' 1 ft 4 in 1 ft 4 in Drapesrblinds None 3 NE 4 Vinyl Low-E Double Yes 0.32 0.22 15.0 fP 1 ft 4 in 1 ft 4 in Drapes/blinds None 4 NE 4 Vinyl Low-E Double Yes 0.32 0.22 15.0 fF 1 ft 4 in 1 ft 4 in Drapes/blinds None 5 SE 5 Vinyl Low-E Double Yes 0.32 0.22 15.0 iF 1 ft 4 in 1 ft 41n Drapes/blinds None 6 SE 5 Vinyl Low-E Double Yes 0.32 0.22 15.0 R' 9 R 8 in 1 ft 4 in Drapes/blinds None 7 SE 5 Vinyl Low-E Double Yes 0.32 0.22 9.0 fF 1 ft 41n 1 ft 41n Drapes/blinds None 8 SW 6 Vinyl Low-E Double Yes 0.32 0.22 15.0 IF 9 ft 8 in 1 8 4 in Drapes/blinds None INFILTRATION Scope McRhod SLA Cfm s0 ELA Ek$.A ACH ACH 50 1 Wholehouse Best Guess .0003 687.8 37.76 71.01 219 5.9018 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.5 18 kStu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unft None SEER: 15 19 kBtulhr 633 cfm 0.8 1 sys#1 5/192015 7.38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM System Type SubType Location EF Cap Use Setpnt Conservation 1 Electric None Main 0.9 80 gal 60 gal 120 deg Solar SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Any Volume FEF S9230 ALL SOLAR ELITE 40 80 ALTERNATE ENER 39.79 fN 60 gal. 3 DUCTS Supply — Return— Air CFM 25 CFM25 HVAC # V # Location R Vakm Area Lecatim Psea LWIM s Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 174.8 W Main 0 IF Default Leakage Main Default) c(Default) c 1 1 TEMPERATURES Progiamable Thermostat: Y Ceiling Fans: Cooling Jan Venting Jan H Feb Fe Mar Apr AP Jun Jul Jhm Aug Oct Nov Dc9MMaartyultp8OOcct ( Noovv Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 6 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 8p 80 80 8p 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 76 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 65 68 66 68 66 68 65 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM PM 66 68 66 68 66 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 5/19=15 7:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Buildinq Performance Method ADDRESS: 119 GARRISON DRIVE PERMIT #: SANFORD, FL, 32771- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 AA ducts, es handWvs, flitter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant 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 required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/19/2015 7:35 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: HABITAT REMODEL Builder Name: HABITAT FOR HUMANITY SEM CO Street: 119 GARRISON DRIVE Permit Office: SANFORD City, State, Zlp: SANFORD , FL, 3MI- Permit Number. Owner. HABITAT FOR HUMANITY SETA CO dustsdizt= Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air -permeable insulation is not used as a sealing material. Air-Dermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Comers and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between wirfdow/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above -garage and of subfloor decking. cantilevered floors) Crawl space walls insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class 1 Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fd, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are airtight, IC rated, and sealed to drywall. Exception —fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed -type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnwgyGauge® USA - FlaRes2A10 Section 405.4.1 Compriant Software RECORD COPY _ Manual S Compliance Report + !Job 119GARRISONDRIVE Date: May 19, 2015 Entire House MAY 2 6 2015 BY: I TRICIA HIGGINS SPEEDY CALC'S LLC Plan: TOTAL REMODEL BY: 2805 STATEN DRIVE. DELTONA. FL 32738 Phone: 407 314.8495 Fax 407 322-5788 Email: SPEEDYCALCSt@YAHOO.COM Web: WWW SPEEDYCALCS.COM For: HABITAT FOR HUMANITY 119 GARRISON DRIVE, SANFORD, FL Design Conditions Outdoor design DB: 93.0°F Sensible gain: 13569 Btuh Entering coil DB: 75.9'F Outdoor design WB: 75.1 °F Latent gain: 2627 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0°F Total gain: 16197 Btuh Indoor RH: 50% Estimated airflow: 633 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP SANFORDManufacturer: Goodman Mfg. Model: SSZ140181A+CHPF3636B6C++MBVC1200"-1A'+TXV Actual airflow: 633 cfm pF'OART Sensible capacity: 13619 Btuh 100% of load Latent capacity: 3444 Btuh 131% of load Total capacity: 17063 Btuh 105% of load SHR: 80% Design Conditions Outdoor design DB: 42.3°F Heat loss: 13815 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.7'F Manufacturer: Goodman Mfg. Model: SSZ140181A+CHPF3636B6C++MBVC1200"-1A'+TXV Actual airflow: 633 cfm Output capacity: 19000 Btuh 1380/6 of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 633 cfm Output capacity: 5.0 kW 1230/6 of load Temp. rise: 25 OF The above equipment was selected in accordance with ACCA Manual S. 1 w ightSOW Right -Suite® Universal 2015 15 0 12 RSU05373 201SMay-Mayage i`0 Z& .. ocuments%Wrightsoft HVAC1119 GARRISON DRIVE.rup Calc = MJS Front Door faces: NW Project Summary Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314.8495 Fax: 407 322-5788 Email SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS COM For: HABITAT FOR HUMANITY 119 GARRISON DRIVE, SANFORD, FL Notes: Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12658 Btuh Structure 11780 Btuh Ducts 1158 Btuh Ducts 1790 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13815 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13569 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 2332 Btuh Ducts 296 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (W) 874 874 Equipment latent load 2627 Btuh Volume (fV) 6992 6992 Air changes/hour 0.21 0.11 Equipment total load 16197 Btuh Equiv. AVF (cfm) 24 13 Req. total capacity at 0.80 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model SSZ140181A Cond SSZ140181A AHRI ref 6497975 Coil CHPF3636B6C++MBVC1200"-1A'+TXV AHRI ref 6497975 Efficiency 8.5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 15200 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 3800 Btuh Temperature rise 26 OF Total cooling 19000 Btuh Actual air flow 633 cfm Actual air flow 633 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A' Wrights0fffr Right•SuilaOUniversal201515.0.12 RSU08373 2015-May1919:4 Page9 ocuments\Wrightsoft HVAC%l 19 GARRISON DRIVE.rup Calc = MJ8 Front Door faces: NW Component Constructions Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS COM For: HABITAT FOR HUMANITY 119 GARRISON DRIVE, SANFORD, FL Design Conditions Location: Indoor: Heating Cooling Orlando Sanford AP, FL, US Indoor temperature ('F) 70 75 Elevation: 56 ft Design TD ('F) 28 18 Latitude: 299N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1 Drybulb('F) 42 93 Infiltration: Dailyrange ('F) - 17 ( M) Method Simplified Wetbulb('F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain f? BOhAMF fe-'FBOh SbAlt' Stull BMIIP Btuh Walls CONCRETE BLOCK W STUCCO R4 1: Blk wall, stucco ext, 8" thk, 1/2" ne 162 0.243 4.1 6.73 1090 6.29 1020 gypsum board int fnsh se 268 0.243 4.1 6.73 1804 6.29 1687 sw 177 0.243 4.1 6.73 1191 6.29 1114 nw 247 0 243 4.1 6.73 1663 6.29 1555 all 854 0.243 41 6.73 5748 6.29 5375 Partitions none) Windows CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr ne 30 0.320 0 8.86 266 16.6 499 innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45', medium; 50% outdoor insect screen; 1.4 It overhang (5 ft window ht, 1 se 15 0.320 0 8.86 133 14.9 223 it sep.); 6.67 ft head ht all 45 0.320 0 8.86 399 16.1 723 CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr se 9 0.320 0 8.86 80 13.4 120 innr, 1/2" gap, 1/4' thk; NFRC rated (SHGC=0.22); 50% blinds 45', medium; 50% outdoor insect screen; 1.4 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht CODE MINIMUM: 2 glazing, clr low-e oulr, argon gas, vnl frm mat, clr se 15 0.320 0 8.86 133 8.32 125 innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.22 ); 50% blinds 45', medium; 50% outdoor insect screen; 9.1 it overhang (5 ft window ht, 1 It sep.); 6.67 ft head hl CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr sw 15 0.320 0 8.86 133 8.32 125 innr, 1/2" gap, 1/4" thk; WRC rated (SHGC=0.22); 50% blinds 45', medium; 50% outdoor insect screen; 5 ft overhang (5 it window ht, 10 nw 60 0.320 0 8.86 532 16.6 999 sep.); 6.67 ft head hl all 75 0.320 0 8.86 665 15.0 1124 Doors 11JO: Door, mill fbrgl type se 21 0.600 6.3 16.6 349 18.5 389 nw 21 0.600 6.3 16.6 349 18.5 389 all 42 0.600 63 16.6 698 18.5 779 2015-May-19 19 46:20 c*.' wrightSoR' Rightsuite® U niversal 2015 15.0.12 RSU06373 Page t ocuments%Wnghtsoft HVAC%l19 GARRISON DRIVE rup Calc = MJ8 Front Door faces NW Ceilings 16C-38aw: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 874 0.026 38.0 0.72 629 1.15 gypsum board int fnsh Floors 22A-ipl: Bg floor, light dry soil, on grade depth 130 0.989 0 27.4 3561 0 1009 2015-May-19 19:46:20 lgt. wrightSOW Righl-Suite® Universal 2015 15.0.12 RSU08373 Page 2 ocumenls%Wrightsoft HVAC\119 GARRISON DRIVE.rup Calc = MJ8 Front Door faces: NW AED Assessment Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA. FL 32735 Phone: 407 314.8495 Fax: 407 322-5788 Email: SPEEDYCALCSQYAHOO.COM Web: WWW.SPEEDYCALCS.COM For: HABITAT FOR HUMANITY 119 GARRISON DRIVE, SANFORD, FL Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 290N Outdoor: Heating Dry bulb (OF) 42 Dailyrange (OF) - Wet bulb (° F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (OF) 70 75 Design TD (OF) 28 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/lb) 22.9 38.1 93 Infiltration: 17 (M ) 75 7.5 FbLrlyGiazirlg Load Hu d Ow Howdy / A—g. / AWYN Maximum hourly glazing load exceeds average by 53.8%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 442 Btuh (PFG-1.3*AFG) C wri htsoit' 2015- May-1919:46:20 9 Right-Suile® Universal 2015 15 0.12 RSU08373 Page 1 ocuments\ Wrightson HVAC%l19 GARRISON DRIVE rup Calc = MJ8 Front Door faces, NW Right -JCS Worksheet Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 MiPlan TRICIA HIGGINS TOTAL REMODEL 2805 STATEN DRIVE. DELTONA. FL 32738 Phone: 407 314.8495 Fax: 407 322-5788 Email SPEEDYCALCS@YAHOO.COM Web. WWW.SPEEDYCALCS COM 1 Room name Entire House UTILITY 2 Exposed wall 130.0 it 160 fl 3 Room height 6.0 it 8.0 it heat/cool 4 Room dimensions 110 x 5.0 it 5 Room area 874 0 it' 55.0 111 T y Construction number U-value 81uh/It'-'F Or I HTM 81uh/ft Area (fit) or perimeter (it) LoadI (Btuh) Area (f 1') or perimeter (it) Load Stuh) Heat Cool Gross WPIS Heat Cool Gross NIP/S Heal Cool 6 Vy G CONCRETE BLOCK INIMUM i O ETE BLOCK 0.243 0.320 0.243 ne no se 6.73 8.86 6.73 6.29 16.65 6.29 192 30 328 162 0._ 268 1090 266 1804 1020 499 1687 0 0 Be 0 0 79 0 0 532 0 0 497 11 CW"INIMUM CODE MINIMUM 0 320 0.320 se se 8.86 8.86 13.38 14.89 9 15 4 4 80 133 120 223 9 0 4 0 80 0 120 0 Vjr CODE MINIMUM 11J0 _ CONCRETE BLOCK 0.320 0.600 0.243 se se sw 8.86 16.62 6.73 8.32 18.54 629 15 21 192 15 21 177 133 349 1191 125 369 111 0 0 40 0 0 40 0 0 269 0 0 252 r G MINIMUM CONCRETE BLOCK 0.320 0.243 sw nw 8.86 6.73 8.32 629 15 328 15 247 133 1663 125 1555 0 0 0 0 0 0 0 0VY MINIMUM 11J0 16C-38aw 0.320 0.600 0.026 nw nw 886 1662 0.72 15.65 18.54 1.15 60 21 874 0 21 874 532 349 629 999 389 1009 0 0 55 0 0 55 0 0 40 0 0 63 1F---pG C F 22A-tol _ 0.989 27.40 0.00 874 130 3561 0 55 16 438 0 61 c) AED excursion 1 1 442 1 1 1 26 Envelope loss/gain 1 11914 96961 1 1 13591 958 12 a) Infiltration 744 253 92 31 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Applianceslother 1600 0 Subtotal (lines 6 to 13) 126581 11780 1450 990 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12658 11780 1450 990 15 Dud loads 9% 15% 1158 1790 9% 15% 133 150 Total mom load 13815 13633 I I 1583 1153IIIAirrequiredWin) I I I 6331 73I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrlghtwoIr Right-Su4e®Universal 201515.0.12 RSU08373 2015-May1919 a6g80 ocumenls%Wrightsoft HVAC%119 GARRISON DRIVE.rup Calc = MJ8 Front Door faces: NW Right -A) Worksheet Entire House SPEEDY CALVS LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE. DELTONA, FL 32738 Phone: 407 314-8495 Fax 407 322-5785 Email: SPEEDYCALCS@YAHOO.COM Web, WWW.SPEEDYCALCS.COM 1 Room name BEDROOM 3 BEDROOM 2 Exposed wall 20.0 4 27.0 It 3 Room height 8.0 If heallcool so It heal/cool 4 Room dimensions 11.0 x 90 R 10 x 170.0 11 5 Room area 99.0 It, 170.0 It' Ty Construction number U-value Bt uh/f t'--F Or I HTM BI uh/f 1') I Area (ft') or perimeter (h) I Load Stuh) Area (fit) I or perimeter (h) I Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W Lam; CONCRETE BLOCK INIMUM O ETE BLOCK 0.243 0.320 0.243 ne ne se 8.73 8.66 6.73 6 29 16.65 6.29 0 0 0 0 0 0 0 0 0 0 0 0 112 15 104 97 0 89 653 133 599 810 250 560 111i MINIMUM CODE MINIMUM 0 320 0.320 se se 8.86 8.86 1338 14.89 0 0 0 0 0 0 0 0 0 15 0 4 0 133 0 223 CODE MINIMUM 11J0 CONCRETE BLOCK 0 320 0600 0 243 se se sw 8.86 16.62 673 8 32 18.54 6.29 0 0 72 0 0 57 0 0 384 0 0 359 0 0 0 0 0 0 0 0 0 0 0 0tV/ MINIMUM CONCRETE BLOCK 0.320 0.243 sw nw 8.86 6.73 8.32 6.29 15 86 15 88 133 592 125 554 0 0 0 0 0 0 0 0 C' Vy p Cg"INIMUM 11Jo 16C-38aw 0.320 0.600 0.026 nw nw 886 16.62 0.72 16.65 18.54 1.15 0 0 99 0 0 99 0 0 71 0 0 114 0 0 170 0 0 170 0 0 122 0 0 196C F 22A-col 0.989 27.40 0.00 99 20 546 0 170 27 740 0 61 c) AED excursion 1 1281 1 1 1 20 Envelope I.Vgain 1728 1260 1 1 2380 1860 12 a) Infiltration 114 39 155 53 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 1843 1549 2535 1912 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 10 15 14 Subtotal 1843 1549 2544 1927 15 Duct loads 9% 15% 169 235 9% 15% 233 293 Total room load 2 11 1784 7117I2127I2220 I I Air requiired (cfm) I I I 92l 83I 104I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotr Right- Suile® Universal 2015 15.0.12 RSU08373 201SMay-19 1 P age 2ocuments%Wrightsoft HVACN 19 GARRISON DRIVE.rup Calc = MJ8 Front Door faces: NW Right -A) Worksheet Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA. FL 32738 Phone: 407 314.8495 Fax: 407 322-5788 Email SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name BEDROOM 2 BATH 2 Exposed wall 29.0 It 6.0 It 3 Room height 8.0 fl heal/cool 80 It heal/cool 4 5 Room dimensions Room area 10 x 181.0 If 181.0 It, 6.0 x 8.0 f1 48.0 It' Ty I Construction Inumber U-value Bluh/fl -'F Or I HTM a IBluh/1t) Area (its) or perimeter (fl) I Load Bluh) I Area (IN) Iorperimeter (fl) Load IBtuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 Vy G CONCRETE BLOCK INIMUM OORIETE BLOCK 0.243 0.320 0.243 no no se 5.73 8.86 6.73 6.24 16.65 629 80 15 0 65 0 0 438 133 0 409 250 0 0 0 46 0 0 33 0 0 222 0 0 208 11 CIP/NIINIMUM CODE MINIMUM 0.320 0.320 se se 8.86 886 13.38 14.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V CODE MINIMUM 11J0_ . CONCRETE BLOCK 0.320 0600 0 243 se se sw 8.86 16.62 6.73 8.32 18.54 6.29 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 0 133 0 0 125 0 0 Ca DW/IdINIMUM CONCRETE BLOCK 0.320 0 243 sw my 8.86 6.73 8.32 6.29 0 152 0 122 0 821 0 768 0 0 0 0 0 0 0 0 QMMINIMUM 111.10 16C-38aw _ 0.320 0600 0.026 nw nw 886 16.62 0.72 16.65 18.54 1.15 30 0 181 0 0 181 266 0 130. 499 0 209 0 0 48 0 0 48 0 0 35 0 0 55C F 22A-1ol 0.989 27.40 0.00 181 29 794 0 48 6 164 0 51 c) AED excursion 144 15 Envelope loss/gain 1 25821 22791 1 1 5541 373 12 a) Infiltration 166 57 34 12 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2748 2335 588 385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 12 18 9 13 14 Subtotal 2760 2353 597 398 15 Duct loads 9% 15% 252 358 9% 15% 55 61 I I 652 59421IIAirreyed (cfloadm) I I I I 128I I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. 20 AMK wNghtslfaR' Right -Suite® PageeUniversal201515.0.12 RSUD8373 2015 May-19 19:48: ocuments%Wrighlsofl HVAC%119 GARRISON DRIVE.rup Calc = MJ8 Fronl Door faces NW 3 Right -JCS Worksheet Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314.8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web WWW.SPEEDYCALCS.COM 1 Room name KITCHEN LIVING 2 Exposed wall 11.0 ft 21.0 It 3 Room height 8.0 fl heal/cool 8.0 It healfcool 4 5 Room dimensions Room area 11.0 x 11.0 N 121.0 it, 11.0 x 13.0 11 143.0 fit Ty I Construction number U-value Stuh/It'--F Or HTMI (Btuh/It') I Area (fit) or perimeter (It) LoadI (Btuh) I Area (It') or perimeter (It) LoadI (Btuh) Heat I Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 W C CONCRETE BLOCK MINIMUMMETEBLOCK 0 243 0.320 0.243 no no se 673 8.86 6 73 6.29 16.65 6.29 0 0 88 0 0 67 0 0 451 0 0 422 0 0 0 0 0 0 0 0 0 0 0 0 11 MINIMUM CODE MINIMUM 0 320 0.320 e se 8.86 8.86 1338 14.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CODE MINIMUM 1111.10. CONCRETE BLOCK 0.320 0.600 0.243 se se sw 8.86 1662 6 73 8.32 18.54 6.29 0 21 0 0 21 0 0 349 0 0 389 0 0 0 80 0 0 80 0 0 538 0 0 503tV 0&"INIMUM CONCRETE BLOCK 0.320 0.243 sw nw 8.86 6.73 8.32 6,29 0 0 0 0 0 0 0 0 0 88 0 37 0 249 0 233 C' Vy MINIMUM 11J0 0.320 0.600 nw nw 8.86 16.62 16.65 18.54 0 0 0 0 0 0 0 0 30 21 0 21 266 349 499 389Lam_-0( C 16C-38aw _ 0.026 0.72 1.15 121 121 87 140 143 143 103 165 F 22A-tot 0.989 27.40 0.00 121 11 301 0 143 21 575 0 61 c) AED excursion 1 1 -731 1 1 1 215 Envelope loss/gain 1 1184 8781 1 1 20811 2005 12 a) Infiltration 63 21 120 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1000 600 Subtotal (lines 6 to 13) 1251 1899 2201 2648 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 7 6 10 14 Subtotal 1256 1906 2207 2656 15 Duct loads 9% 15% 115 290 9% 15% 202 404 load 1363I 2102 I I 2110I 30IL43IIIAirrrequired (dm) I I I Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed. WNghl9rDfC Right-Sutte®Universal 201515.0.12 RSU06373 2015May-1919age4 ocuments\Wrightsolt HVAC%119 GARRISON DRIVE.rup Cale = MJ8 Front Door faces: NW 9 Right -A) Worksheet Entire House SPEEDY CALVS LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE. DELTONA. FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name AC CL 2 Exposed wall 0 It 0 fl 3 Room height 80 It heal/cool 8.0 it heal/cool 4 Room dimensions 3.0 x 3.0 it 4.0 x 3.0 If 5 Room area 9.0 fit 12.0 it, Ty I Construction number U•valueBluhlfle-F Or HTMI (Bluh/It.) Area (It') I or penmeter (h) LoadI (Bluh) Area (II-) or perimeter (It) Load Bluh) Heal Cool Gross N/PIS Heat Cool Gross N/PlS Heat Cool 6 V CONCRETE BLOCK 0.243 ne 6.73 629 0 0 0 0 0 0 0 0 G MINIMUM GONWE BLOCK 0.320 0.243 ne se. 8.86 673 10.65 629 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CMMINIMUM 0.320 se 8.86 13.38 0 0 0 0 0 0 0 0 11 CODE MINIMUM 0.320 se B 86 14.89 0 0 0 0 0 0 0 0 CODE MINIMUM 0.320 se 8 86 32 0 0 0 0 0 0 0 0 11.10. 0.600 se 1662 18.54 0 0_ 0 0 0 0 0_ 0 try CONCRETE BLOCK 0.243 sw 673 629 0 0 0 0 0 0 0 0 MINIMUM CONCRETE BLOCK 0.320 0.243 sw nw 8.86 673 8.32 6.29 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 G V LAG, QC IINIMUM11.10 0 320 0.600 nw nw 8.86 16.62 16.65 18.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16C-38aw 0.026 0.72 1.15 9 9 6 10 12 12 9 14 F 22A-tol 0.989 2740 0.00 9 0 0 0 12 0 0 0 61 c) AED excursion 0 1 Envelope loss/gain 61 10 1 1 91 13 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslolher 0 0 Subtotal (lines 6 to 13) 6 10 9 13 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 6 10 9 13 14 Subtotal 0 0 0 0 15 Dud loads 9% 15% 0 0 9% 15% 0 0 I IafgmllrequiredIII0010ArO Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Wright59oR' Right-Suile®Universal 201515.0.12 RSU08373 201SMay-1919' age5 ocuments\Wrightsofl HVAC\719 GARRISON DRIVE.rup Calc = MJ8 Front Door laces: NW 9 Right -JCS Worksheet Entire House SPEEDY CALC'S LLC Job: 119 GARRISON DRIVE Date: May 19, 2015 By: TRICIA HIGGINS Plan: TOTAL REMODEL 2805 STATEN DRIVE. DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name HALL 2 Exposed wall 0 8 3 Room height 8.0 it heat/cool 4 Room dimensions 60 x 6.0 ft 5 Room area 36.0 it, Ty I Construction number U-value Btuh/ft'-'F Or I HTM Bluh/ft- I Area (I I-) or perimeter (it I Load Btuh) AreaIor perimeter Load Heal Cool j Gross I N/P/S Heat Cool Gross N/P/S j Heat Cool 6 W CONCRETE BLOCK 0.243 ne 6.73 6.29 0 0 0 0 G MINIMUM 0.320 no 8.66 16.65 0 0 0 0 CO(CRETE BLOCK 0.243 se 6.73 6.29 0 0 0 0 11 CWFUMINIMUM CODE MINIMUM 0.320 0.320 se se 8.66 8.86 1338 14.89 0 0 0 0 0 0 0 0 CODE MINIMUM 0.320 se 886 8.32 0 0 0 0 11J0 _ 0.600 se 16.62 18.54 0 0 0 0 YLCONCRETE BLOCK 0.243 sw 673 6.29 0 0 0 0 i MINIMUM 0.320 sw 8.86 8.32 0 0 0 0G CONCRETE BLOCK 0.243 nw 673 6.29 0 0 0 0 MINIMUM 0 320 nw 8.86 16.65 0 0 0 0 111.10 0.600 nw 16.62 18.54 0 0 0 0 C 16C-38aw 0.026 0.72 1.15 36 36 26 42 F 22A-tol 0.989 27.40 0.00 36 0 0 0 61 c) AED excursion 1 •2 Envelope toss/gain 1 261 40 12 a) Infdlralion 0 0 b) Room ventilation 0 0 13 Internal gains, Occupants (cup 230 0 0 Appliances/other 0 Subtotal (lines 5 to 13) 26 40 Less external load 0 0 less transfer 0 0 Redistribution 26 40 14 Subtotal 0 0 15 Dud loads 9% 15% 0 0 Total room I I I Im) I I 0 0areqrt Calculations approved by ACCA to meet all reauirements of Manual J 81h Ed. W1rlght90Tt' Right-SuileO Universal 2015 15.0.12 RSU05373 201SMay-18 19: age 6 ocuments\Wrightsoft HVACN 19 GARRISON DRIVE.rup Cale = MJB Front Door faces: NW 9 13 Sheet 1 8 x 4 12x8 12x8 30cfm 6" 102cfm 127 cfm BATH 4-1/11T KITCHEN BEDROOM g ,, 63 1 C L I 12 rr 24 x 20 6 if633 cfm 14 x 8 LIVING BEDROOM; 12 x 8 12x8 71, 143cfm 138 cfm / 5" 10x6 73 cfm UTILITY BEDROOM: 12x8 611 92 cfm y /L UTvuz [OU11% A wit Wot^'% 1>qvt*5 Job #: 119 GARRISON DRIVE SPEEDY CALC'S LLC Scale: 1: 69 Performed by TRICIA HIGGINS for: Page 1 HABITAT FOR HUMANITY 2805 STATEN DRIVE 119 GARRISON DRIVE RghFSUMP Universal 2015 SANFORD. FL DELTONA, FL 32738 15.0.12 RSU08373 Phone: 407 314-8495 Fax: 407 322-5788 2015-May-19 19:48:21 WWW.SPEEDYCALCS.COM SPEEDYCALCSQYAHOO.Cl soft HVAC%119 GARRISON DRIVE. Duct System SummaryJob: 119 GARRISON DRIVE yDate: May 19, 2015 Entire House By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: TOTAL REMODEL 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO COM Web: WWW.SPEEDYCALCS COM For: HABITAT FOR HUMANITY 119 GARRISON DRIVE, SANFORD, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.095 / 0.095 in H2O 0.300 in/100ft 633 cfm 270 ft Cooling 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.095 / 0.095 in H2O 0,300 in/100ft 633 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) DuctjLnMatlft) al Ftg.Egv Ln(ft) Trunk BATH h 652 30 21 0.300 4.0 Ox 0 VIFx 13.0 250.0 st2 BEDROOM h 2777 127 104 0.300 6.0 Ox 0 VIFx 17.0 250.0 st2 BEDROOM 2 h 3013 138 126 0.300 6.0 Ox 0 VIFx 17.0 250.0 st2 BEDROOM 3 h 2011 92 83 0.300 6.0 Ox 0 VIFx 18.0 250.0 st3 KITCHEN c 2196 63 102 0.300 6.0 Ox 0 VIFx 12.0 245.0 st3 LIVING c 3060 110 143 0.300 7.0 Ox 0 VIFx 15.0 245.0 st3 UTILITY h 151 73 53 0.300 5.0 Ox 0 VIFx 20.1 250.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 295 251 0.300 668 9.0 0 x 0 VinlFlx st1 st3 Peak AVF 338 382 0.300 700 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 633 633 0.300 806 12.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 633 633 0 0.200 0 0 Ox 0 VIFx 2015-May-19 19,46 21 wrightSOW R.ghl-Suile® Universal 2015 15.0 12 RSU08373 Page 1 oCuments\Wrighlsofl HVAC\719 GARRISON DRIVE.ruD Calc = MJ8 Front Door laces: NW RECORD COPY PART NO. H DIM. W DIM. DESCRIPTION 771 4" 1" 4 PK. Clips only 773 6" 1" 4 PH. Clips only ANCHOR CLIP NOTES: I. The anchor clip is 16 Gauge, G-90 hot -dip galvanized steel rated for corrosion of coastal applications. 2. 196 mph ultimate wind speed 13-second gust) rating based on a condenser unit surface area of 10.2 sq. ft. facing wind: calculations based upon equations in ASCE 7.20 and chapter 16, Section 1609 2010 FBC. Exposure C or D facing water direction) ; risk category III ; Max. 500 Lb. condenser unit that withstands 196 mph wind speed for 3 second gusto. 3. On condenser units near bodies of water AHJ may require condenser units to be raised above ground level. 14 x 3/4" self W H drilling Screw with neoprene washer H 1/4" x 1-3/4" Tap -Con Suggest The Metal Shop's equipment wall stand for these areas) ANCHOR CLIP 4. The anchor clips with self -drilling screws and Tap can screw are for ground mounted condensing units only on 2000 psi or higher psi concrete pads ONLY. Other pads or configurations must be custom engineered. 5. Engineer seal affixed hereto validates design as shown only. Use of this plan by Contractor, et. al, indemnifies and saves harmless this engineer and The Metal Shop for all cost & damages, including legal fees & appellate fees resulting from deviations of this plan. ANCHOR CLIP INSTALLATION INSTRUCTION 1. SUITABLE FOR GROUND MOUNTED UNITS ONLY. DISCONNECT POWER BEFORE INSTALLATION. 2, Minimum of 4 clips required equally spaced around condenser unit base. Minimum of 2- #14 x 3/4" self -drilling screws (per clip) with neoprene washer required to fasten 4 clips to condenser unit base. 1 /4" x 1.3/4" Tap con concrete screw required to fasten each anchor clip into concrete condenser pad (2000 psi or higher psi concrete) 3. Adjust anchor clip accordingly to fit on the condenser unit and attach 2 self -drilling screws through the anchor clip and into the condenser unit, at the same time ensuring that the base of the anchor clip W still In contact with the concrete pad. 4. Attach each Tap con screw to the base of the anchor clip and into the concrete pad in accordance with Tap con instructions. S. Ali hardware must be fastened prior to connecting refrigerant lines and electrical power to the unit. KEITH R:BRADBURY P.E The Metal Shop P.E. No. 43228 2541 w. Doonebu Rd. Pb: last MOD06 8731 BAYWOOD PK. DR. DUMCUon Ffc1352)522-0007 SEMINOLE, FL. 33777 Ft.34433 waavmebmoporg PHONE: 727.319-3947 ANCHOR CLIP INSTALLATIONK6RAD8URY4©TAMPAeAY.RR.00M COPYRIGHT Z dbury 3di% INSTRUCTIONS - 196 mph (3-second gusts) R40 SIZE: B REVISED FOR 2010 FBC - REV.A cero8,, SCALE: N.T.S. DATE: MAY 14, 2011 a;21 12 •= STATc OF •, It 42pR1UP. ING # 1 5= 1 7 34 SANF R z W -% RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 15 - 1 7 3 4 SANFORD Project Location Address L3Z7- vJ• wtb sweuT o OARTti 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.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Ql.P F1,5 pcsvYL 15ZI 51 1 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung VINVIL, tZ NpD&Z. 5 -5Hav N3s1Z Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions 6T 15gW %6b 9e12-tt3 175 1q..l Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofingslate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other S. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name c61"IhID 041AJ)66— Please Print) June 2014 entBuDepartmsinesd Professi r-ralRegulation Professional Regulation r BCIS Home I Log In I user Registration I Mot Topics I Submit Surcharge I Slats & Facts I Publ.cabons I FBC Staff I BCIS Sne Map I Links Search Product Approval USER: Public User Product Aoomval Menu > ProduG or Aoelnanon Search > Application List > Application Detail FL # F1.35215-112 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/ Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconSultants. com Authorized Signature Vivian Wright rickw@rwbidgconsultants. com Technical Representative Scott Johnson Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc. com Quality Assurance Representative Ron O'Connell Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 FL15215 R2 COI CERTIFICATE OF 1NDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/ I.S.2 1997 AAMA/ W DMA/CSA 101/ I. S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15215 R2 Eawv of STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/13/2013 Date Validated 06/27/2013 Date Pending FBC Approval 07/02/2013 Date Approved 08/23/2013 Date Revised 04/27/2015 Summary of Products FL # Model, Number or Name 15215.1 [a. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.2 b. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.3 1 c. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.4 1 d. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.5 2002 1994 Description 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FL15215 R2 II INST 15215.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R2 AE EVAL 15215.1.adf Created by Independent Third Party: Yes 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) - Installation Instructions FLIS215 R2 II INST 15215.2.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R2 AE EVAL 15215.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Installation Instructions` FL15215 R2 II INST 15215.3.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R2 AE EVAL 15215.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Installation Instructions FL15215 R2 II INST 15215.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door with 11 Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15215 R2 H INST 15215.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.5 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215 5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.6 f. Onelite Series Fiberglass Door 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R2 11 INST 15215.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.6 for Design Pressure Ratings, any FL IS2 5 R2 AE EVAL 15215 6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.7 g. Onelite Series Fiberglass Door 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.8 1 h. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.9 l i. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15215.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.10 1 J. Onelite Series Fiberglass Door Limits of Use y Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15215.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.11 1 k. Onelite Series Fiberglass Door Limits of Use y Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15215.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15215.12 I I. Onelite Series Fiberglass Door Limits of Use 11 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions Fi 1 S215 R2 11 INST 15215.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Installation Instructions Fi t Set 5 R2 II INST 15215 8 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15215 R"F EVAL 15215.8.adf Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Installation Instructions FL15215 R2 11 INST 15215.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5215 R2 _AE EVAL 15215 9 odf Created by Independent Third Party: Yes 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Installation Instructions FuS2 5 R2 11 INST 1521S.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS215 R2 nF EVAL 15215.10.0 Created by Independent Third Party: Yes 6'8 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions F iS2 5 R2 II INST 15215.11.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5215 R2 AE EVAL 15215.11.odf Created by Independent Third Party: Yes 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelite Inswing/Outswing (OX or XO - Configurations) — - Installation Instructions 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 15215.12 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.13 m. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/ OutswIng (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS215 R2 1l INST 15215.13.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 15215.13 for Design Pressure Ratings, any FLIS215 R2 AE EVAL 15215.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.14 n. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R2 II INST 15215.14.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 15215.14 for Design Pressure Ratings, any FLIS215 R2 AE EVAL 15215.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.15 o. Onelite Series Fiberglass Door 6'8 "Impact" Flush Glazed Fiberglass Double Door with 1 Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R2 H INST 15215.15.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 15215.15 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.16 p. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R2 11 INST 15215.16.ndf 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 15215.16 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.17 q. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelite Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS215 R2 11 INST 15215.17.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 15215.17 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215.17.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.18 r. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS215 R2 11 INST 15215.18.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 15215.18 for Design Pressure Ratings, any FL15215 R2 AE EVAL 15215.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 15215.19 S. Onelite Series Fiberglass Door 8'0 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R2 11 INST 15215.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Other: See INST 15215.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. t. Onelite Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15215.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Evaluation Reports FL15215 R2 AE EVAL 15215.19.Ddf Created by Independent Third Party: Yes 8'0 "Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Installation Instructions FL15215 R2 11 INST 15215.20.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS215 R2 AE UAL 15215.20.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32M Phone: $50-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement 1 • Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall If you have any questions, please contact 850.487.1395 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ICJ iClsl CreditSAFE plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ONELITE SERIES FLUSH GLAZED FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" CANS AI NOTE 1. Thb product has been evokmted and Is In cwwbance wfth the 2010 Florida kidding Code FOCI structsxai requiements a dud ng the Nigh velocity Nunicone Zone' (NVHQ. 2 Product anchors shoe be as listed and spaced as shown an detolL Anchor embedment to boss mateid store be beyond woe dressing orstucco. 3. When used In areas requiring wind bane deb b protection this product b required to be Protected with an trnpoct resistant covetrp that complies with Section 16M.1.2 of the 2010 FBC. 4. Far 2x strrd hrarirsg construction, oncha ft of these uritts shall be the same as that shown for b buck rrosorry construction. S. Site conditions that deviate from the defois of this drowlrg requ& furtherenpineerlrg analysts by a licensed engineer or registered architect. TAKE W CONIEMS SHEET• OESCXPIM I T ebwaear dedp presurn 8 gerard notes 2 Ooor pant detob 3 Nart0-- costisecibro 4 vetbd am sections S Nock arid trameanchaffig -2xbuck mmorwy conshuctbn 6 Ific,e aurchorkg • M buck mmorwy corskuclion 7 1 U of momeA detae & componerits F_VJV*AIIOVWU_] FRAME Wmfll 0 Ol/ERAU. OVERALL GLASS DESI_G_N P,RESiUREt(I.St7_ SWING fRAME O. O: O/MENSION OIMENSfON IYFE INSWING 37. 50- x 02.00. 26.2r x 651T GfOUTSWING 50.0- 50. 0 37.W x 00.50- 26.25- x 65.93' Ion an JK osc or Ifs ororwro rm FL- 15215.1 44 INTERIOR 39 S Gl 47 EXTERIOR 46 41 1 HORIZONTAL CROSS SECHON 2 3L78 MAIL pANg VGM I ^ INTERIOR EXTERIOR MAX. o.LO. io. wionl a u G1 39 T- H o L ac ECEM 11 wood we 02 15 12 2 VERTICAL CROSS SWWN wawa N.T.S. IS :1 a 1If C; ESIRE Z om wr JK PVC `J tw%000iwuuuce rront ou W. LFS owma . FL-15215.1 mm g --Z 4 44 21 20 C A 8 18 3 INf6tIOR 40 se mop v X •v 3 17 EXTERIOR 11 11 p E 3 HORROMAL CROSS SEC'11ON 4 3 wwwnwllxsu>buc* c I•I/'MIN. 1-I/1 114. u TT•I 4 4• I•I o e o.ls als C cm CVMK L MP MII L 21 20 I e 20 21 7 40 INTERIOR INTERIOR 11 s ME 02 15 12 i M EXTERIOR EXTERIOR 11 [ s:oc N.T.S. 9 C 27 9 11 8 m or. JK o' ou W. LPS 3 E 1 HOWOHTAL CROSS SEC11ON 2 HORROMAL CROSS SECTION E OWN= W- ° Q Rsw4g-ittwtg 3 W Mkq -tawtg FL-15215.1 0 amjaZ o E m C 8 40 40 20 7 o 7 21 EXTERIOR INTERIOR EXTERIOR INTERIOR m 1 VERWAL CROSS SECTION 2 VERTICAL CROSS SECTION 4 R 4 3lawnwllxwbbuck 6 EXTERIOR INTERIOR EXTERIOR INTERIOR 40 40 34 7 31 33 E E a e 02 15 12 i N.T.S. Om ar: JK o' e ' . n . r3-'*N VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION OK or. I - 3 wiaw ao. a 4 0-ft g o-mw-anm 4 mw" connow m FL-15215.1 " 0 9aa _L or L Q^ MASONRY OPENING 2X BUC ii m n AUCgANCHORM SWUJAMS CONCRETE ANCHOR NOTES: 1. SubstIttAlon of equal concrete anchors from a different &Wpgw may have different edge dbfunce and center dirtance rvqL*wnents. 2 Concrete .ndmx bcaflons at the comers may be odMW to rnok*dn Me mh edge dMance to martairloints. N concrete anchor locations noted as 'A1AX. ON CWW must be ocgwW to maintain Nve min. edge dirlonce to mortariolrift adeffliand concrete anchors rrW be required to ensure The 'MAX ON CEWEIr c&rwubm cre not exceeded 3. Concrete anchor table: 1MBOMEW AltAA(CE TQ- PAU W:. MIN..CLEA#tAKCf.T0:` ADJAC A CKO 11w 114, I.1/c 2-lir r ELCO 114- 1.1/4r 1. 4.V TYP. HEAD & MASONRY-7N JAMBS - TOPENING FRAME 2X RAME ANCHORM Masonry 2X buck LAW-H&DEADBWWAIL HINGE JAMB WWWAR LL, N.T.S. 11 16 or JK L W.--- us FL-152W aka d -- I a= N TW.HEAD & MASONRY JAMBS 11 OPENING 7f— FRAME1 0 KINGS DEVIL 219 IX SUCK STIWJAMI RAMEANCHOM HMEJAMI LAWA DEADMWAIL Masonry lXbuy =Wmcfbn d CONCRETE ANCWRNOTM I- 5ubrftffim0famid ccnavftcndxv Mom ooffleant may ham diffewt edge I a ", arodcadeo dbhmwenxg*wnsnt& I C4rCMf* - ICIWI b0off" at the COMM may be OCPAfed fo mdntaln No Ifft edge dblaws to nxnW)DhfL IF concrete anchor locations noted cm MAR. ON Cemr must be aePoW fornainfich Alm n*L edge c6fiance to, Walahkaddfillonalconcrete ondlas may Rm be toonMa•A OMC&4WdhwtWmcrorot exceeded. u* I C4rKmte andtor PAW tf NE 02 15 12 1 ANCHOR ANCHOR - -:T:- MOL 'Milt, ClEARANCET0z 441N.- WARANCEro- I me N. T. S. 01 EM AHOR- M."_ XF0XRYWGE.:-%--- ..A.DJA.CEWANC JK oat. wr. LFS ITW 11C 1- 1/Ir 2-1/7 amm" No- nw 3/16" 1-1/Ir 2-*r 2-11C FL-13215.1 46 N 3 1 aaS 5 gl nz e srr0i0 tT a NG 1RESffOTD & 2S r4.6lr 3I yo 4 SG S 5/tf NOM. 39 GLASS THK. 1 fir TEMPERED GLASS GLAZING SPACE 3d I1W TEMPERED GGLASSooc:0 15 12 i 49 sort N.T.S. an or. JK m' 80 go we or. LPS 3 am a: a FL-15215.1 sm L or Gl DET 0 O REM OESCRIP110N Slll of MATERUIS MATERIAT—" 2.4C 2.17—d 2AC' lly —j LA I BUCK SG x 0.55 WOOD 8 2X BUCK SG x O.SS WOOD C 1 /1' MAX. SHIM SPACE D 1 /4" X 2J/4' PFH aC0 OR TTW CONCRETE SCREW STEEL E MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO Ad 301ORHOLLOWBLOCKCONFORMINGTOASTMC90CONCRETE G 3/I6 X 31/1' PFH OVN CONCRETE SCREW STEEL H 1 /4' x 3-I /4' PFH ITVU CONCRETE SCREW r • Irk; .i,;:A!v.;-: ;11 BaS Home Log In user Registration Mot Topla Submit Sun arp Stats a Facts Business` Professional 00LOSElt: Product Regij!ation HnduR Approval Menu > Product or Application Search > Application List > AOplketbn Detall A 1 . Alt • ti;; Publications FBc staff BaS site Map Lints search FL 4 FL1435-RIS Application Type Revision Code Version 2020 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archlved Product Manufacturer PGT Industries Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext22318 druark®pgtindustries.com Authorized Signature )ens Rosowskl jrosowsklOpgtindustries. com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Usting Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 30I/IS2/A440 2005 AAMA/WDMA/CSA l0IIIS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Rorlda Ucensed Professional Engineer or Architect FL1435 R15 Eauiv Cert of Eauiv AAMA101-2011 To 2008.odf FL1435 R15 Eauiv Cert of Eauiv ASTM E1996-12 to E1996-09.odf Product Approval Method Method 1 Option A Date Submitted 01/08/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved 01/27/2015 Summaryof Products FL 0 Model, Number or Name Description 1435. 1 _ -- SH - 200 (Prev. 4000) Aluminum Single Hung Window (SW. Meeting Rail, Inc. Pass- Thru) Umits of Use ------ — - -- - --- -- Certification Agency Certificate Approved for use In HVHZ: No P 1435 R15 C CAC Certification SH200 Ddf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/28/2016 ; Design Pressure: N/A Installation Instructions i Other. Please see the Installation Instructions for design FL1435 R15 II SH-200 STD.Ddf pressure, size and anchorage Information. The Pass-Thru Verified By: A. Lynn Miller, PE 56705 version was not tested for water Infiltration. Created by Independent Third Party: No Evaluation Reports R15 AE Prod Eval SH-200.odf FL1435Created by Independent Third Party, No 1435. 2 -- - SH - 200 HD - - I Aluminum Single Hung Window (with HD Meeting Rail)) Umlts of Use _ Certification Agency Certificate i Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL1435 R15 C CAC Certification 200HD.Ddf Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2017 Design Pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design FL1435 R15 II SH-200 HD.Ddf pressure, size and anchorage information. Verified By. A. Lynn Miller, P.E. 58705 Created by Independent Third Party, No Evaluation Reports FL1435 R15 AE Prod Eva[ SH-200 HD.edf i Created by Independent Third Party: No 11435. 3 ;SH - 400 i Vinyl Single Hung Window i Umlts of Use Certification Agency Certificate Approved for use In HVNZ: No Fl 435 R1S C CAC SH-400 Certification. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design i EL1435 R15 II SH-400.odf ! pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eng Eval SH-400.29 Created by Independent Third Party: No f 1435.4 i SH - 500 WlnGuard Vinyl Single Hung Window Umlts of Use Certification Agency Certificate Approved for use In HVHZ: No i FL1435 R15 C CAC SH-500 Certification R14.ou Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design PL1435 R15 11 5M-50t,.Dor pressure, size and anchorage Information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports EL1435 R15 AE Eno Eval SH-500.Ddf Created by Independent Third Party: No SH - 800---------_ --_ 1435.5----- WlnGuard Multistory Aluminum Single Hung Window -- -- Umits of Use Certification Agency Certificate i Approved for use In HVNZ: No EL1435 R15 C CAC 190-427.0CAR.odf i Approved for use outside HVHZ: Yes F1 1431; RIS r CAC190-4 8-0 AR_Ddf Impact Resistant: No Quality Assurance contract Expiration Date Design Pressure: N/A 09/07/2015 Other: Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL1435 R15 11 SH-800.odf i Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports EI 1435 R15 AE Prod Eval SH-800.odf Created by Independent Third Party: No 11435.6 SH-2100 Vinyl Single Hung Window i Umits of Use Certification Agency Certificate Approved for use In HVHZ: No Et 1435 R15 C CAC Certification SH-2100 odf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2016 Design Pressure: N/A i Installation Instructions I Other: Please see the Installation Instructions for design i pressure, size and anchorage Information. FL1435 R15 I) SH-2100.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 1435 R15 AE Prod Eval-SH 2100.odf jEL Created by Independent Third Party: No 1435.7 --- SH-•2200 --_ -- Vinyl Single Hung Window-- ---- - --- --- Umits of Use Certification Agency Certificate Approved fbr use In HVHZ: No Approved for use outside MVHZ: Yes I EI 1435 R15 C CAC SH-2200 Certifications. odf Quality Assurance Contract Expiration Date i Impact Resistant: No 10/21/2015 Design Pressure. N/A Installation Instructions Other: Please see the Installation Instructions for design 1 EL1435 R15 II SH-2200 NEW.odf : i pressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No ; Evaluation Reports •. FL1435 R15 AE Eno Eval SH-2200 NEW.odf j J Created by Independent Third Party_ No 1435.8 i SH-5400 EnergyVue Vinyl Single Hung Window j Omits of Use ------- --- — ---•--•--•— Certification Agency CertMcate Approved for use In HVHZ: No I Fl 1435 R15 C CAC SH-5400 Cerbfication.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 08/13/2018 Design Pressure: N/A i Installation Instructions Other: Please see the Installation Instructions for design FL1435 R15 Il SH-5400.odf I pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-5400.odf , Created by Independent Third Party: No •• 1435.9 —! SH-5500 I WlnGuard Vinyl Single Hung Window — Omits of Use ----- • -. -- ---- Certification Agency Certificate Approved far use in HVHZ: No Yes F i435 R15 C CAC SH-5500 Certihcation.odf Quality Assurance Contract Expiration Date iiApprovedfaruseoutsideHVHZ: 10/01/2018ImpactResistant: Yes Design Pressure: N/A 1 i Installation Instructions i Other. Please see the Installation Instructions for design FL1435 R15 11 SH-5500.0df j pressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE SH-5500 Prod Eval.odf Created by Independent Third Party: No Contact yg :: 1940 north Monroe Street Tallahassee FL 32399 Phons: OW487-187A The State of Florida Is an WEED employer. 1-owdoM 2007-2t113 Stte d Florida.:: Pdvan Statement ;; figZLU Id SLtement ;; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2022, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under chapter 455, F.S., please dick tam. Product Approval Accepts: — tiro 10 rcurit••• i MAX. BUCK WIDTH SEE TABLE 1 2r S. SEE I M; o r SHEET 3 A. SEE SHEET 3FJ- I it MAX O I MAX.1 HEIGH T TAB X nlJ T71MX.O.G MAX. O.C. A 6 MAX B _ a— t ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL- LITE CONFIGURATION LICK SEE EI GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT VINYL SINGLE HUNG WINDOW B. SEE SHEET 3 A. SEE SHEET 3' 1) THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REOUI2EMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-Vr THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.11r THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHeTECT OF RECORD. (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX 11C SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHINS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WMDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33. 103% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE to LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH 01HER DISSIMILAR MATERIALS SMALL MEET THE REOIRREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX BUCK WIDTH SEE TABLE 1 2S- MAX BUCK WIDTH MAX SEE TABLE 1 oc. r MAX. 11D. SEE MAX O.G tr MAX. SHEET 4 C. SEE 1_ SHEET 4 1 1 17.// TTMAX. O.C. O 4' MAX MAX BUCK O.C. HEIGHT SEE X O TABLE 1 X 71A, 1rr WX B— —..... T ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ ORIEL CONFIGURATION COTTAGE SIMILAR) MAX BUCK HEIGHT SEE Q TABLE 1 C r MAX --I r— ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, EQUAL- LITE CONFIGURATION SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) Window Butk Site Width Height Configuration Raint. Level Design Pressure Certification CAR) Number PdPd41Y or Equa418e R4 50.0 70.0 1WI022 Nr or EgIreLlfte R4 50.0 50.0 1w1027 38' Sr Sid. PmView 3r 8741H8' Custom Sesh 52- 1/8' 84' Equa4lite R1 50.0 50.0 190-1021 52-1/8' 04' Std. PRDVIew 52- 1/8' 91-13/16' Custom Sash 52- 1/6' 84- EqueN9e R2 65.0 70.0 190-1026 52-1/8' 84' Std. ProView 52- 1/8' 91-13/11r Ctntom Sash jx RT. OF 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 VINYL SH WINDOW FPA (NON -IMPACT) GENERAL NOTES & ELEVATIONS i SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. IYNAI ' Wile ep No. E8705 • 8 12/13/14 J ROSOWSKI ::.y ITSEj; I', jONAI A LY SH- 5400 NTS 1 OF 4 9 FPA-5400.0 f i' EA P E. Anchor pubdrow Min.Edpe DlAanee Min. Bnbedment Qetem, I" S.S. a 410 S.S.) MAK. OP of 11 0 ou Sled. A3B 31r 0.05(' Sled SWd, ABSI tar. 33 3df 0.034r (2D Go.) Aluminum. 800-75 318' 0.050' 1112 SMS steel, I" S.S. a 410 S.S.) P.T. Souft" Ph* (SG=0.55) II/Ir t yr Sled, A30 316 0.0w Sted Stud, AGO Or. 33 3w 0.WW (201 Ga.) Allmimm.6003-75 3dt' 0.083' 3/Ir Ubwon Sled) Max. OP Of 50.0 P.T. SouMem Pine (SO-O.55) 7H8' 111w Conemis (min. 185 kal) 1' tale' Unrouled CMU, TM C410 2-Wr 1.1/4* 1/4' Ulbeeoe Stem) P.T. Southem Phs (SOnO.55) 1' tam Controls (min. 185 km) 1' tyr UnOoutedCMU. C4)0) 2-Vr 1.ur Conemb OnIn. 2.85 km 2-wr 1.Yr 11r C1etman 410 S.S.) P.T. SouMem Phs 0-0.5 r 1y8' Commis (ndn. US kd) r 11Vr Vo-gmWd CMU, 11d C41D 2-Ur 1-1/r Owerels min. 3 3S km 247* 1 yr 1/r Appl .(Mta I" S.S.) Commoo min. 3.275 kso P.T. Southern Phe (SO=O.SS) I I. r 1yr I-" Ungrouted CMU 1M C40 2 1-1/r j Y'r NOM. 1I8' ANNEALED OR _ TEMPERED GLASS 1/2' AIR SPACE 1/8' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE T.=,=I. OCMCAo-.CU 1 * Anchor Subrrow Min. Eden Min. Didance Bnbodment 2.11r x .131' Common Nall P.T. SouDxm Pine (SG=.55) Vtr 2.7/10' Mex. DP of S0.0 2-1R' x .131' lBWhenk Nall P.T. Soulhem Piro (SG=.55) S/tr 2.7/1r 2.1/Y x .14r RodrV Na3 P.T. SoLdhem Piro (SG=.55) w1S' 2-7I10' P.T. Sodheln Pine (SG=.55) 3/4, 11w e1D SMS AIIoNmm, SO8375 318' 0.050' sled. 1S S.S. Sted SWA Or. 33 Yr D.MW (20 Go.) a 410 S..S.) Steel. A36 31r I 0.050' ANCHOR NOTES 1)'UNGROUTED pill VALUES MAY W USED FOR GROUTED CMU APPLICATIONS. 2) PAN EAD, FLATHEAD OR ADAREACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE GE-7700 OR ODW-701 SILICONE TYP. GLAZING DETAIL WINDOW SWIPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. WIDTH j WIDTH i_— T T a aunor IeawL+ne o owm Aae onv Lvaonn eHw+nn y1' NON. -+{ 7/6' NOM. 7IC NOM. 3/18' ANNEALED OR I I I I TEMPERED GLASS 5/1W A/A PVB 6118' A/A PVB — 3/8' AIR SPACE 7/18' AIR SPACE 3/8' AIR SPACE - 3/18' ANNEALED OR IV ANNEALED OR 3l18' ANNEALED OR _ TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER _ OR CARDINAL OR CARDINAL I OR CARDINAL XL EDGE XL EDGE XL EDGE GLAZING TYPES Reinforcement Level Upper Ute LowerUte Bottom Roll Top Roll BottumRate Side Rolle RI B A A A R2 C A A A R4 B A A N A REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C VINYL SH WINDOW FPA (NON -IMPACT) g 12/13/14 GLASS/ANCHOR OPTIONS ad J ROSOWSKI CERT. OF AUTH. e2B2ae = i8 1070 TECHNOLOGY DRIVE g N. VENICE, FL 34275 PVB INTERLAYER MANUFACTURED BY DUPONT INC (AKA KURARAY AMERICA. INC.) (041 }480-180O = SH-S400 NTS *4 2 OF 4 1i FPA-6400.0 41 LYMV 10ENgF •.. ` F9 No. 58705 A POD t t is . r" ONAL r1` rrnu10 . A LYNN MILLER P.E. PRO mm I SHOWN INSTALLED THROUGH IX BUCKSTRIP SHOWN BUCK HEIGHT f----1- EDGE DISTANCE EMBEDMENT EDGE DISTANCE IS 11 J OPT. SASH TOP LIFTRAIL SASH OM LIFT SHOWN WSTALLFD DIRECTLY TO SUBSTRATE SHOWN INSTALLED THROUGHIX BUCKSTRIP FLANGE 1 x I EQUAL FRAME r LEG BUCIT WIDTH ( FRAME HORIZONTAL SECTION A -A SHOWN INSTALLATION NOTES: O SEE SHEET I FOR SPACING REQUIREMENTS. 2) SEE TABLES) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 11C. 4) GLASS SHOWN 19 FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EMBEDMENT EDGE EDGE DISTANCE I EQUAL LEG FRAME SHOWN INSTAILATON THROUGH EUfIERIOR o THE FRAME. INTO METAL V I N•( LYNU1'r ' R, QtT:.• ILEN NO ANCHORS REQIN UIRED FLANGE iNo SC tos r VINYL SH WINDOW FPA(NON-IMPACT) 8 1y13114 EQUAL -LEG FRAME SILLS K FLANGE & EQUAL-LEGJ90X FRAMES 6 J ROSOWSKI a s,t<Er0h Z VERTICALSECTION B- 8 CERT.OFAU1riA292YS:ICsS CRIOI`.••'G\?: ONAL Ear` 1070 TECHNOLOGY DRIVEN. VENICE, FL 34275 941 }480.1600 N SH-MOD NTS 3 OF 4 FPA-540D.0 r'€ A I M P E. SHOWN INSTALLED THROUGH THE FRAME J•CNANNEL FRAME SHOWN Lp- BUCK HEIGHT a FM FRAME SHOWN EDGE DISTANCE EMBEDMENT J E I DIV 16 dl OFT. SASH TOP LIFT RAIL urkr-- Ri3itWN INSTALLED THROUGH THE INTEGRAL FIN EMBEDMENT VERTICAL SECTION D-D 1 OPT. SASH BOTTOM LIFT HANDI EAA= INSTALLATION THROUGH THE FRAME. INTO METAL SNOWNINSTuLen SHOWN INSTALLED ATIETHROUGHTHEIMMORALTHROUGH T FRAME N7EfiItAL FIN AENT J- VAI ML I I *n — FRAME r BUCI( WIDTH SHOWN HORIZONTAL SECTION C-C INSTALLATION NOTES: 1) SEE S EE t1 FOR SPACING REOUIREMENTS. 2) SEE TAKE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. S) MAX. SHIM THICKNESS TO BE 1W. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. S) FIN AND= FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. i EDGE I. DISTANCE 0- 1 CERT. OF ALrtH. I2B29B 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 841" 80-1600 FIN FRAME SHOWN INSTALLATION THROUGH THE INTEGRAL FIN, INTDMETAL1LYHl/ 4, 10"i. VINYL SH WINDOW FPA (NON -IMPACT) g 12119H4 - *' / No. 59705 J CHANNEL 3 INTEGRAL FIN FRAMES g J ROSOWSKI = fl ' u 1 6 (S q - 98 fF`S; . `coPtD.• ;G;• SH- 6100 ' NTS N 4 OF 4 c € FPA-5400.0 € A. L NN MILE P E. 0. .1 RegulationFLORIDA 139PAWMONT OF Business & Professional r Florida Departmental BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Slats 6 Facts ( Publications I FBC staff I BCIS Site Map I Links I search Busines Professi .1 *USER: Publlic User l Regulation hoduR Approval Menu > pmdua or Application Search > Application Lost > Applk,:ation Detail FL # FL17519 Application Type New Code Version 2010 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated PGT Industries 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Mullions Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 450 Method 1 Option A 02/20/2015 02/25/2015 Year 2010 t" 1 Date Pending FBC Approval Date Approved of FL # Model, Number or Name 03/06/2015 17519.1 __ 15400/5500 Series Mullions Limits of Use Approved for use in HVMZ: No Approved for use outside HVMZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see installation instructions for additional product, testing, and anchorage information. Description Clipped/Unclipped Mullions Certification Agency Certificate Quality Assurance Contract Expiration Date 01/10/2019 Installation Instructions Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL17519 RO AE 54xx - 55xx Mulls Eval.udf Created by Independent Third Party: No Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850,487,1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455 275(1), Flonda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter ass, F.S., please dick here . ProductApprovalAccepts: N ffeRi Credit Carr) SAFE GENERAL NOTES. UNCUPPEDBIOd56DDMULLIONS: USE THIS SHEET FOR UNCLIPPED MULLIONSA 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNDUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD,S CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MWJONS ARE CALCULATED TO DEFLECT NO MORE THAN L1111Q THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. N) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUM BY OTTERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SMALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 7) MULLIONS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONdMPACT APPLICATION& IMPACT APPLICATIONS ARE LIMITED TO WINDZDNES 1, 2 6 3 AS DEFINED BY ASTM E199L MULLONS ARE ONLY TO BE USED WITH PGT4U"tDVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 6) QUANTITY OF UNITS WM41M A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEOHT OF EACH INDIVIDl1AL MULLION COMPLIES WITH THE REOUIREMENTS OF THIS APPROVAL 9) FOR ADDITIONAL MILLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, RFFER TO FLORIDA PRODUCT APPROVAL =I. 1 25V TABLE 1 L Dow 4 100' nNOWAsm 100' SEE CAR 190-1078 FOR CERTIFICATION. IIUmDtt TDDM 1.fl L>y 1E0 AAun OPDAI>pN6GTOTNsipElgb127.1N' Mloth>y Tw wnlst Mt1at j, P 710IlttIN rt11sR DTOO D. AbISR. der r 1P ttte. a Pt aNtlr t 11, 6..OD. m nr tsa 12rX32r X.10r MILLION NOTES FOR UNCLIPPED MILLIONSIFRAME ASSEMBLY TUBE: BODSTSALUMINUM 1) NOT TO BE USED WITH SINGLE OR DOUBLE KING WINDOWS. 2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SKEET OPE WINO WDTM, tglL 12f•1N• rta"• MA"-- tNORN I 1 UDN i AILx Ir UiI I 1 1 I t EE SHEET 3 FOR YIAL TO WDODW COWECION SINGLE VERTICAL MULLION OrEtnw twnt, y twc taaw- taetntD tRDTn AtAil tatty• CTMMAUON I„'° n""' I I III ''Il II ill llll ll Aim AX ii iii IO• I'I L I'll tounI T1tRC" TIE FRAME FUR ECWLIEQ0M L FLANPE FRUE& SEE SHEET 3 FOR VIAL FN M 4C/NMID. FROM MALIONIEUM. r t•tw• M mmVADM OPENDA: 7 HEIGHT. MALt2T•,rr SINGLE HORIZONTAL MULLION ooFNaND wID+N, w tn-tN•--• MULTIPLE VERTICAL MULLIONS MULLION LBIDTN, r- I 1 Il II it li Il r ll tD•IIAL t hC a= - WIDM OFENW 4- Nm, in-tw- 1 / l l t-tN• NEIDNT, WDM to-1N' taw• rmum 1 ""DTM Z OPENNGNOGNT, MAXta-tw• MULTIPLE HORIZONTAL MULLIONS GENERAL NOTES, CLIPPED 54000M MULLIONS: 1) DETAILS SHOWN ARE FOR THE MILLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REOUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIOUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL TX OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULL® UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IN' FROM THE CLIP J) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REOUM DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UtBD. THE TA STRESS INCREASE WAS NOT USED N THIS ANCHOR EVALUATION. THE 1.9 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF 07HERS AND B BEYOND THE SCOPE OF THESE INSTRUCTIONS. S) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SMALL APPLY. B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SRYLLL BE COATED OR OORAOSKNI RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOUIRED TO PREVENT REACTIONS. B) MULLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON.IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 1. 2 & 3 AS DEFINED BY ASTM EIM. MULLIONS ARE ONLY TO BE USED WITH POT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 10 FOR ADDITIONAL MULLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER TO FLORIDA PRODUCT APPROVAL061. OPE,mA HEIGHT Fm NORtmFRALMRLION.9 i OPE INO WO)TH FM SHAPES TOI E PS6m VERTICAL MnUGH—RECTSNG LAR SHAPE 1-IN' WLL1L1rI IIDtImONTAI II D1N UDCMAJ" XORIZONTAL LI IGTN MAL10NIENcnI VER11fAlNILIIOHIENGIH CROSS MULLION CONFIGURATION OPENINGNEIGNTTOR HONZONTALmuuo/ 1---HORO OVAL M LUM LENOI = 1•,N'MALEM -L: RLION W0111 WDM oPElmmwOTHFOR VERIrAL OPENING VDTH MALON FOR VERTK 1L LIALMN TEE MULLION CONFIGURATION OPf.111N0 W01N r,• wwuDN wolH WALONLENGTH r MULLON LEMM L_ SEE SNEET H FOR MILL TO wINOOw Oomaen N SINGLE VERTICAL MULLION NOTES FOR CLIPPED MULLIONS: 1) FOR MAXIMUM SIZES. SEE TABLES 2A-4AL 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A4AL J) CUPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CUP ANCHORAGE. USE THE SAME ANCHOR AS WINDOW ANCHOR. USE THIS SHEET FOR CLIPPED MULLIONS I OPEMJO METH OPOANO YYDTN 1•,N•LNA110// ,•w wLLON t•,N•WILION II ,VDTN WENT rN,O1H II— ----- ---- I—OPENINQVAM MULTIPLE VERTICAL MULLIONS r--LRALIONLFNOM-- jF ---_—=_=__ 1 1 11 II 11 11 it l NML10N o1F I 1 MALION 1 ""cTM r I M1LLlOM 18rG1N—y I 1 MILLION I I oFe.Na ---------- , woTM 1 1-IN• 1.1p• LELLION NALmN wOTH -_ _fw01H Z OPE o OPENINGPENNYs` PENNY I SINGLE HORIZONTAL MULLION MULTIPLE HORIZONTAL MULLIONS CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FORi CLIPPED & UNCLIPPED ll - MULLIONS RANGE MALE SHOWN• MAY AM AS AN EN FRALESNALLO W FwDI LL FACE W ALFtanEXTEnRIOR V FIG. 1: 1.25" X 3.25" X .100" MULLION & FACE CAPS WEEP onoNDED AYLY ALSO SE IAITALLm MEAL FACE CAPIr TOWM06 E7OERIOR. 100+ 1s VY 7 UJYI EOUALLEGOW FRANE SMONN, MAY ALSOSE 94TALLEDAS A RANGE FRAMII ( SEE FIG. 1) EXTERIOR MLR FACE wYALSO BEINSTA LLED M171 TOWALDSDNEIDCR. FIG. 3: 1.25" X 3.94" X .624' MULLION & FACE CAPS NOTES FOR MULLION TO WINDOW ATTACHMENT: 1) RECOMMENDED ANCHOR LENGTH - MIN. WC 2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL T) PICTURE WINDOW WITH VERTICAL MULLION SHOWN. ALL WINDOW TYPES AND MULUON ORIENTATIONS APPLICABLE 4) IF AP AMPLICABLE, NAILFIN ANDIOR FLANGE MAY BE REMOVED FROM THE WINDOW FRAME MEMBER BEING MULLED. SHALLOW RASH MILL FACE CAP rD+n EOUAL-LEGAOX FRAME SIIOWL WALL FFUM DEB, pum MULL CAP FACE EJEXTERIOR ao+ n FIG. 2: 1.25" X 3.25" X .624' MULLION & FACE CAPS F---------------------------------------------------------------------------------- FIG. 4: MULLION END CAP EXAMPLE I 1 INSTALL1 ADp11011AL NYNSCIEM ML LIDN END CAP TO SPAN SOIN TNROIION TIE MAL RN ON EACH SIDE WRDONS. A0 ERE WON 3R"NE.-\ OF THE WLLIOWFRN.E ASSEMBLY 11111E CENTERLINE I I } NOTES FOR MULLION END CAP: 1) APPLIES TO FIN OR I 1CHANNELFRAMES. 1JAMBS. 2) REQUIRED AT HEADER AND E7(TTERIOR VCWINDOW WITH VERTICAL MULLION SHOWN. SIDE VIEW a MMw iON 0 rAATIOMSAPPLICABLE. I MARECIAIIE r 1 1RSMw BEECROSSSECIRM MILLION EXAAPIES. ROL 1a FO1 UFRELD ININ TDFRAMEATTACHMEM. IA I VERTICAL MULL TO STRUCTURE i JL FIIONT MEW MULLION END CAP gyp' •. I RIGDPVC C TX SIDE VIEW 1 DETAIL A. MULLION TO YX WOOD BUCK OR WOOD FRAMING OFFSET CLIP SHOWN) DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY STANDARD CUP SHOWN) 1 • \_ EXTERIOR PAP USE THIS SHEET FOR CLIPPED MULLIONS MLALON BRA TW. AHHOILYL ANp F-:T PEIL BIBSTRATE• ATTACIYIFM SEE SEE TABLES ]b•B BY DTERB, BEE NOTE 1, SHEET 1. , 1 Aw i.T K& • mDeIIcDNaETE(Rnii _„J•D6TANCF I SEE SEE TABLES I EDGE OWANCE I • FOR mA6omw 78-0 ANCNM SIDE VIEW EI1/1ER THE 9TANOMDOFFEETNLL O anMArBELNSTALLEDBY THLS AETHDD EDGE 8DBTANCe AWOgY . ANCNd16 1 MANCHOR L r61 &•STATE, i SEE TABLES 040 TYP. ANCHOR 7YP. ANOM PER SLISSTRATE. BHCOTR SIBBTRATE• SEE TAlF1>DHB AND SEE TAKES 2949 EDGEMM ATTACHMENT DISTANCE Ems . • :. •. By o7w6ft SEE TABLE! SEE NOR 1, EABFEENf D1CKBtAV 2048 i f .. SHEET1. AND ATTACMEWWN E 7 K& ETE OR CM V am NOTE ' ET1. LAALNN FRONT VIEW sHESIDE VIEW SEE SHEET 9 K R HOLELOCATIONS MAY ALSO BE MWAL1ED DBTEenrtoLwoar T». ANCHOR FRONT VIEWSUBSTRATE- SEEPEReeTALESftFAINSTALLATION NOTE& ].TO• MAK FOR EA"uhl" T . . ALL MILLIONS ( • .. I I I t) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. MN ILMSI CONCRETE OR CMU 110 viN T OUANTTTY OF ANCHORS AND MULLION SIM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT OIlAHRITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AC, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. _ C p A) WOOD SUCKS ARE OPTIONAL. SEE DETALL B. 714S SHEET. n'•. S • H USE THIS SHEET FOR DETAIL C: DETAIL a. DETAIL E: CLIPPED MULLIONS IA FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION Cpl' I F-CLIP) (ANGLE CLIP) r INTERSECTION D Ic , ("up) NOTES FOR INSTALLATION OPTION I -, SEE OETASS A 0. BNEET 4 FOR NSTALLATIOM I 1) MULLIONS MAY BE INSTALLED IN roaPEaPlccussTRATEs. I lEE• OR'CROSS' CONFlGIIRATpNS. VERTICALLY. MALION p Ll-2) IYCUP MAY BE IINSTALLEDN H HORIZONTALLY Z INTOHPOCD. STEEL ALTAR. CM OR MASONRY TYP ANCHOR PER SUBSTRATE. SEE TABLES" STANDARD CLP TO N LIDBNI® INJTELD. J'A I NOTES FOR INSTALLATION OPTION D: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION TOP VIEW MRL2aN VARIES -'---I PH2 j setMul x L EXTERIOR s FRONT VIEW JOIN END. STALLED AA FRONT VIEW W— `GOOF. A 2KWOCOBACKERMR ATTACHMW BY OTHERS. EXTERIOR USE W= ANCHOR SPEW NOTES FOR INSTALLATION OPTION F. OR PRE LSE Sao DETAIL F: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) TW. ANCHOR PER SUSSM SEE TABLES 1) FOR 2X WOD04AC(ED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 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AO 11 MO ps 10.0 101 100 mh AO s0 l0 M16D 8 MO IN SO SN al2 Me Sb. 61.0 M 70A 91101 ob MO rN likes M MA 40 MD SIS 7a0 atD Nl0 Q 7a0 mS 7a0 fair mS AD 40 Ses 71D 7" 45 S.7 14 MD 4M n2 to 7" OS NS TO lair 4S Nib MD m 7" so 111111 49 711es m free an IDD w MO h! 71L0 41e o7 Of IDO NS hl an AO in Sol an AD OI 12 an Me do Sal p7 IOD N Nib 700 does Tao On MO th 1DD 37111 Me N1 Me 411 03 SIT free N7 MA Oil AO 4711 pi Oil SL7 NO Nes M NA m III Ott 03 41112 Set aD Q7 Me 721e 70,11, 4S MS M2 I I Su MD Na Yr oY 49 1.01 SID M.S 46 tat Sle Ott nS 41.4 810 M.? 414 343 19 41e 4N 2e8 See 430 40 210 D OA O Nb 1DD N I AO s a7 dN pD s Nf Los- 40 US NO 411 40 194 Nt 302 4N 0&1 7111 352 to 412 374 04 N SS r 1a p0 40 S2 o M1 ND n Xs NI p) Set 1/ N1 N.D mra toes N1 l4 w u NI N.O N p.D NI N7 N Z72 NI 2e3 sIS SS 41A 2DS 714 34 AD m IaS- NJ m Sa SS nt N So p 2a1 2S hi Sa Us p! Ir.r m h.! m m ties a D7 2N 7a1 Sa to NI 7a1 SS iS 730 Zo h.D 1h 210 2Y DI h h.s 2N 17b Nt 1/3 2t1U h s7l y N ZSC1110— 2S St Zoe AS 2S 21.0 ZN ITS 20 IL1 201 l. 2S tat IN 11. N.1 Ip W. hD D. D. Ilr le fare Ih 11, 1p iL! 1M Il0 p Llf D7 I btt GAH IYU•1015 FUH GtHI IHL;AIIUN. 1 TAM r 10 AnellaC Tabb A1vr1Dr ClpIS / b,b@D1N. L7l C-00 mat Cam. leas CYO Fad C7111 PT Wale slow AMW T7oe aIa• EM UI<O1 1w Elm Y4 am ElmIlUeeat MtI Free LObes1 1•1 tvr 1w Elm taata, r I-wr w b DeeAwaO+v tr ElmLbecm SAW ITT m Elam Alanala r SO ael DtI-IO% 0.40. name mo-ID1) aw all mIr aaw10S1 112VENeDbbNAO+i I- 2-vr P 2.Ifr elf r Ernballaa 14W I.v1 1-r uve r I.W. I 1vr I.ve 1-%W I.1M MOW r 141r 11 b 2 Alrloe 04.M' ltw O.C. I Sladurn Nsmile alp P16 Sir be mom m" wasw NNW 2MON I SOON SOON mm w4b mmbe stab NI be Nab ODE. 4A hM 01.1r MIA O Gf resoled P ORION M ft 4 40M 7Nw WA WA WA wA SDw 1W wA WA wA wA be MOM 11306. 4 MOM O r Ml O.G r poall Opl. lie low 7oa. DON 1NDa. tpmto MOON Me b. WA NON new mom Ypa. Ntbe mMw 112pw A. 12Ne 0 O.W rose, D.t / I1L7p ab .foe' AMt M ): WA WA WA MA WA WA WA WA WA WA WA WA WA WA DS ON I A"I F4M r4 SS lob tow Sa. 4ga. area. 1Sa. WetOa. Ina. mft ma. J. Ma. Mw 221w 2NON 2 Alraae $.tr Yes OC/f { 20w lMbB WA WA IOA A" 1NON WA WA WA WA WI lefty 1Haw w FIGURE? STANDARD CLP SHOWN' FIGURE 2. 1STANDARD CLIPSHOWN• FIGURE I: ANGLE CLIP MUST BE USED IN PANS. FIGURE 4: FIGURE & FIGURE & m USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFKTUWITIONS, AND ALL ASSEMBLIES CONTAINING A SINGLEIDOUBLE HUNG USE TRAPE2DIDAL ITAUWGLA. AR IDADNG FOR ALL OTTERS M Ime011m] rtmonL%Ja: DP_) X / ANCHOR CAP.:=) -ANCHOR CAP.- MULLION CAP...,... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM TIME TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOIAILIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET S FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS 33 FOR GENERAL INSTALLATION MEIN=. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OWN NNG WIDTHS IS ALLOWABLE 3) MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET A HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET B FIGURES SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO AC1301 SPECIFY ATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASIM COD. WOOD SHALL BE PRESSURE• TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.6& ALUMINUM SHALL BE SI1D3-TS AND BE A MINIMUM OF .7D0' THICK. STEEL S71M TO BE A MINIMUM GRADE 33 AND 04s TREK ( 18 QAUGE). STRUCTURAL STEEL TO BE AT LEAST .12Y THICK AND A31L ALL ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1110 6 I M2 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 1.230' 32W 100' is x 3 2s x.7oo• MULLION Yldirn TeDb opanft WNBI(brNA maws)or h1 IyRod-0 Mi. sob Job mob Mb I lob lob lob 123a31S a A24 R"'O'br Ltdf wnwoIs6N brW vyRtp Low" Ibn b Us" TJA1OYo. 0>p0 Irrolo TdOWO• ludo 1rO Cbr IKllo Tlmlow IaW$7 afr+e0ae Iaraso TodfAel9 lsbgo Nlomem 1a11lo IDUR o I-"Ia010 A1miOb iRd7eeN. Is1so RWPb 1Wq 1bpRApIaOo Ahm 1My1 ad10 al. no 22 MO m MO wo m0 mO in MO 2M 7" 0 m0 2» MO 0 MD Old no BID no 214 ma on me 214 MO its MD 314 me all MO Ill wb Mo fez tow fN me we 7OO LOT m+ lab aM MO a Mo ap me 2n 7nO m mo A me 9M Mo aD me 7m tom p Me nJ MD 2M 7no om tOD 2M Sn02b m0 2M MO ISO MO 30 MD 2M MO 431 7DO d MO ro MO 2M MO 06 MO 0 m0 bS MO S" AD 7M MO 31+ MO M+ 700 111 m0 us MO 11 bb mD 0 7" W MO 0 MD 2M MO 0 MO III Sib MO us no Sol no SO AO on MO d MO 7M no 3" MO Ole Mo d m0 no MD Sol on MO fM MD fM 160 0 MD m MO om M0 2M MO Mo 10 MO aw MO 77O m0 0 MD em 7eD 4M m0 tit MO 0 MO tt0 MD aM Ob MO 391 100 M MO is 700 M MO 30 MO W allMO 419 7" oM MO W MO 7M MO do MO On no o+ MO TOM MO In m0 t>a MO m DO It M0 ab MO rS MO o+ MD 02 MO del MD 412 Bem0 w7 m0 to no 4m me so Mo 09 Mo on MO as m0 ll MO M Mt I" MO m 12b MO 0 MD w Mo 070 MD we MO 0 MO a9a 700 Me MO Ir MO wl MO Om MO 01 Mo 100 MO 010 MO 00 MO CD MO 100 MO MO mom MO a0 r MD Sm MD W MO MJ fnO 0 ji— m0 oW MO o+ MO SM MA d m0 0 SeA Mt MO 0+ b0 MI Mo MO K9 Mt MO 7M mom MO 474 E. MO 7M MO 50 MA 0 m0 09a 7e1D f+3 m0 M MO d MO eID 9fD a Mo eN SnO d Mo W L' t OD 7Dl of M OLt oM at, MO w m0 all MO oM MD 907 91.4 on OS9 SM R2 SM 47.7 01 at SM 00 0+ No BI 3" 071 411 SM 3&T 9h 397 Or MO 07 370 sM Mb MO d MO d SRO 30 N4 10 Me 0 O.r SM 47.9 90 IOS oM 4a0 or Old 00 39e 0 0.5 M 51.7 a/r ms Mo nil 0 Mf o7 a00 one a2t 4U 0 d a1. ina 0 all as no aM 1++b a s w1 anI 0 3u w1 WS 3o St7 wt Or or n2 f0 1f0b Mt m M.0 N. M2 On M-0 ss SEE CAR 190-7076 FOR GlERTIFICATION. Anthw ToWb d Anchor CIO Pafts"m ftbant 2n ewcaftSs Oec hd"OW FMOCAW IIIrr® We riOiQ Tom Ylt Elm caeca yr Eke Letterer,11 0 Snr Do Snt Om ut0:a yr Ese12 osn W SS Eke 4giso s Btr &0IV0-_ v! OS BCD Ado r to bed shams)ter.IOA Do' 912 Some Die WO Sf1r asm Im DQr00ms10f-vr 1• 2-vr sift 1• Avr 1• 2-107 r Ut 61Orm1rf LLr I've 14N• I'vr r 1n• 1-vr Mw 1.114• 1.1N• btlr r I -Sr I've,a d" b0C lle2MOWr4JrYbetlsR 1 b Won M oob 16Mb 2mom 121FICS W400 74 Do 9440 Ib A* W' Wom 4AN1er 1.ttu00C ISWOOM w 0b0 lob WA WA WA WA moo NA NA INA NA NA moo IMb Ilbb 4A. ft. rUAOC.! LS ! 7Mom 2Mb soft 3Mbr too bt bDor loom 1N1 imam room 9Mb 1o7ab lab.oMom 112020 2AWIIMODSr• Mn0Cll7Cptb.wAla P1941 WA MA WA NA WA WA NA NA NA NA NA NA I WA WA Mao Anchmif ft 101 +Mom tom I—N—IN Imb. to 177b SM1O t0b 122b 47fb tMft Mom ass. 2 A00109 S IIr ton 0C1r 11Dom I!ob NA WA I it* I WA_L IND r1A NA I WA WA WA 21+b I awte iDb FIGURE 1. (STANDARD CLIP SHOWN • FIGURE 2 STANDARD CUP SHOWNI: FIGURE 3: ANGLE B e 11EPUTIN PAIRS FIGURE 4: FIGURE S: FIGURE 0: TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS M FOR GENERAL INSTALLATION METHODS. USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATIONS. AND ALL ASSEMBLIES CONTAINING A SNGLEIDOUBLE HMO WINDOW. USE TRAPEZOIDAL ARIANGUTAR LQIIDNG FOR ALL OTHERS. ANCHOR CAP.— I USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REOU0TEIKENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET 9. HOLES TO BE DRILLED N THE FIELD FOLLOWING DRENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0 SS. ALUMINUM SHALL BE SMMS AND BE A MINIMUM OF ADD THICK STEEL SODS TO BE A MINIMUM GRADE 33 AND 04W THICK ( 18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S $ 12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S OR 410 S.S 1 25' X 325• X 024• MULLION TABLE 4A W4oeFnt bW3 Opening WIOM (Yr wA M Om rM m/s1e) MN MN lon Bob MN 1001. 7Mn 101. ion 123O 3Js E A24 b.°+d 14W Tndlnua 1or9 Loan LAW" MIS% f14TM0 LO-09 IaA9 d,Ms U-09 A.4vytr os9 lIMTAIIt Um" r1vPd dY OMIrAws• LONN A/40+Od LON" TsWIIM91o9 Or144M9 0,0111M4 La69 Ine3sp4 Im9 1hMnOnO144M9 43M no at m0 Ilo 7DD ri 7" A 700 10 m0 Ms m0 4011 mo tw 1700 4M m0 714 M.0 Sto lo0 its Mig s0 Ito M4 me -Hi MD 314 MD all mo Ir" On m0 at 00 31s m/ 310 700 24, Mo sM 7" 3M m0 do m0 ZA I MO Ns Mo, 37o lo0 M3 AO 3M loD 7M m0 f0 m0 Inv AO m AD sD mo sm IDOan m0 30111 MO 20 t0D DID 700 No MO 01 mo 01 106 40 MO M MO ON m0 30o 70.0 s0 m0 31, 10D to m0 371 m0 MI loD ill lo0 M4 Mo Df so in m0 s» lo0 Q AO 3M MO M4 MO 4M mo T1 m0 035 MO, 331 lo0 MI MO N5 loo IN 100 372 l0D 1M m0 384 MO s7O Mo, 4 Mo non m0 IM On m0 7M AO 3a AO 4M Mo 3M goo w loD 30 700 so MI, 3M Mo I53 Mo 410 a 70 700 05 Mo 05 m0 4Y m0 Sol I" 0s no 1W iDD O ON lo0 3q AO 307 AD 4M lo0 3M m0 d 76D h MO sy lo0 40 loD a m0 M1 m0 s 700 40 fO.D Ms m0 01 MO t0A AO 4M 70.0 1>73 1s0 4M Mn m0 On lo0 33s MO 40 me 3A lo0 h no 1 AA W mo 40 70D 733 m0 470 m0 M3 4. ADD m0 Sa m0 11b 700 0 m0 1M3 MO, M nn Mo 45O AO 3M m0 as 41s m0 sU mo 04 m0 no me, S lo0 tM m0 N1 Mo ors loD on mo on m0 N3 m0 us I" no m0 140D mo m Mn mo 4M 100 MO MO M4 7" 40 no M7 7in 4Os Ma 7M MO O44 AA M7 m0 MS no ON 7DD OY mo 1tM m0 M7 m0 1>0] m0 r AO 1470 lo0 1m 7sn m0 474 loD 3M AO SM loA 4M Mo IM mo MS AO iM m0 w as, OM m0 W m0 O0 l0D 3M m0 11M m0 7M Mo t97 MO 733 M3 t0f Too 7! ION m0 w47 lo0 47/ loD O mo M7 lo0 191 mo O17 loD O76 m0 MI MD ON 700 7M Mo IM4 70D iM Ss] 1110 m0 MO s0i 1110 OLO VO 444 1110 a? 00 MN mo ON, AD M7 m0 NO m0 M7 m0 sfi O mo Mt Mo 7M MO on m0 IN As OS M4 M7 as ON P4 70 418 O7O IL 7M IMn mO m M0 M0 M3 A/ mo en M7 1 Mo 81) 04 514 771 543 sN 1nN lto a. OD M a1 tM sOo ss 34., b 63 MO 0.3 77O os On is. SLOI IH MD W14"I M4 15,21 Sol Awn 1 347 433 1 MI 4M M0 03 1 M.4 I = SEE CAR 19D•1077 FOR CERTIFICATION. TABLE 46 AF1dM7 T40Y 00) Au11orCIPPsmllM polslt t.7 Ono4r MAC— Ws.n Olu FNWCMUPT YYMs mew 3'+ f04sllnn4m 1WpoW4m, i11r Ea Ue ftfmU04ta+ IN'EbYYsm1 ruFJW AOtI YIf FJW 1A114eeIWNEa ANNO° r MDSY sl#, IgA 0. 4r 012 OwY sevZor 113 t14r oer(OS) For E4aEYRipSr34/r 7• t? 3.118' r 2-wr 1• 2-1/2' r I/f E, M4m+w w". 311' NW I.Y4• r I•w I•w I•w I.1w• w• I•I/f r 111f saw Z 2 A,MM404.W IY, ar. 1&MnMW W MIS 00 P .I 3MfM ft 4000 Mod I842I aloft 3Md IN so 740" 174111g, Mob OIs sI 34/NI 401110 IMd 4 A+1c-01 IF YIA aG I tWdM W0MACFO ft 4Ms. 7Mb. WA WA WA 141A 300r WA WA WA WA WA Wd Mad 11102. 4AM 0rM,1 O.G I(q>dS A+4i LlrnlffyD TMN1 1MY, 0MN4 twin Add waft was WA I0ft 743r tuft UW" M3s4 Mod 1tMd 4AM n OJ4'1ft.aCru0p4d.10f Ain. 43 WA WA WA WA WA ILIA WA WA WA WA WA WA WA WA to r 1 AANnr/F47i 64 O3 1Mb jig. air131r 10b. Inr 2700. 167ft 337b 47724 glob. smd 3Mb 3 Atsbn 1.15'Yn O.G FCY MOOMDd WA WA IWA WA IMb. WA WA WA WA I WA A 3Hb 1 40b sMd USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATIONS. AND ALL ASSEMBLIES CONTAINING A SINGLHDOLIBLE HUNG WINDOW. USE TRAPEZOIDAL. TRIANGULAR LOADING FOR ALL OTTERS. ANCHOR CAPACITY ADJUSTMENT FORMULA: DP_) X ( ANCHOR GP , !f) . ANCHOR CAP. - MULLIONCAP. ,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY ( FROM THE TABLE) OF THE SELECTED MULLION. R WIL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QILILIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1. 250' FIGURE I STANDARD CLIP SHOWWNk IGURE 2 STANDARD CLIP SHOWN . TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 36 FOR GENERAL INSTALLATION METHODS. 11111117E 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. ` ,".4 A. LYNNi FIGURE 3: 0....•.•.•.'. CA ANGLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE ape• 4 ; `\GENSF P 6 PUSm SHEET 0. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. * No 58705 -_ INPAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO A 4 301 SPECIFICATIONS. HOLLOW AND / FIGURE 4: FIGURE S: FIGURE 8• GROUT -FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL O '•• U' 2'j; 1 S W BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF a55. ALUMINUM SHALL BE S TE F •/ 800345 AND BE A MINIMUM OF .101r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .62L r O F(OR\ O?; • ( 04r THICK ( 19 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12r THICK AND A31L ALL lC ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL •`,5'?/ONAL ; • ` 10 d 012 ANCHORS INTO WOOD MAY BE STEEL I" S S. OR 410 S.S. 12r X 33 .W A LWN' MILLI=R P.E. FL P. E.9 511705 1.250' 12W 12W 3 9I' 12W 3.25V 100' .IOC' ADO' 100' .821' .824' 1 J"w —I Aw I•-- —i .BYP I.- 12VX3"X.10P 125'X 325'X 024' 12S'X 3DP X.624' MULLION MULUON MULLION 0005-75 ALUM. 6005-75ALUM. BOOSTS ALUM SECTION XSECTION xSECT10N INSTRUCTIONS! 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFi'1 FOR TIC OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SMELTS 6S TO DETERMINE IF THE WIND LOADING IS RECTANGULAR'OR'TRIANGULARMtAPEZO W.'. I) FIND THE CHOSEN MU.LCNS MULLION CAPACITY (LOST" FROM TABLES 2A THROUGH RIL ON SHEETS 6 THROUGH 8 RESPECTIVELY. USING THE MILLION TUNE. LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULON CAPACITY RBSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT RBSTM FOR THE OPENING OBTAINED N STEP 1). S) FROM THE SAME TABLE USED N STEP /) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED OM THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FILL MILLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCIOFUSUSSTRATEJANCNORZUPPATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MLR.LION CAPACITY (LBSIFTI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REOUSTEMENT (LBSIFT) FOR THE OPENING. YOU MAY LSE THE 'ANCHOR CAPACITY ADJUSTMEw FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REOUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 6) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYMIL LIONCAPACITYf OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MILLED FENESTRATION PRODUCT ASSEMBLY. 8) HIGHLIGHT OPTION USED AND TABLE VALUES ITS® IN A SPECIFIC APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. 74V USE THIS SHEET FOR 4 r CLIPPED MULLIONS 1I— t F- ,2s• --1 F--.,2s F1 -. 125' STANDARD CLIP 81 2. 000' 600-78ALUM. ( 2.12S " 2. LlECLP xSECnONI rd 6003•TO ALUM. 13-711 ALUM. CTION125' % SECTIONLTION125. ......... F'--- I NA j ---- 915' MN. S 600'—j 3. 125' CUT HERE TO CREATE HAP, SEE 1 DETAL F. SHEET 4 r------- 11 1 I 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I 1 1 1 1 F I I I I 1 1 1 I 1 I I 1 1 I I I 1 1 I I 1 F STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 8093-TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW TABLES 211-411 FOR THE ANCHOR O C DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER • ANCHOR DIAMETER • 1116. 375.-- 1 .975' MN. I I I I 1 I I I 1 I I I 1 1 I I 1 I I 1 I 1 1 1 1 9.25 I 1 1 1 I 1 ( I H 1 1 1 I 1 1 1 I 1 1 I I I 1 G OFFSET CLIP 125 0003•76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE TABLES 28" FOR THE ANCHOR O.C. DISTANCE, MN HOLE DIAMETER • ANCHOR 01 F 375 CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F TABLES 2048 F FOR THE ANCHOR 0 C. DISTANCE MAXIMUM ANCHORIDLECIMIETER ANCHOR DIAMETER •, 116'. LIP 606346 ALUM TOPVEW TABLE C DYnnMen Value (in) FUN Nnlmll: F 2.260 12S X 2.26' X. 100' Ms11YlYln Tubb MAIM G 0.750 H 1.600 F 1.W6 125' X32W X 624' Mmlllum TMr Null G 022 H 1.438 F 2.625 12V x3.BL' X. OH' Mllnnum TIb Minion O 1.125 N 1.600 TABLE D ZX3 ANGLE CLIP K03- TO ALLM. TDPVIEW M161 NIMI111011 Wool 4 POT u1 / Mullion BHL clip 01R111 cll 11{OP MBAR CIP 12SX3. 2SX.10P(S) 2016D 6661127M L86112RM 6601 6685t1SM 12S X3.2S X.OrP) 20101 N61126M NB1125M 6663H11M 6065116M 125' X 3.N' X.B2A' 20162 6661117M JMIIMM I OWIM I SM17M MI UZ