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Home My WebLink About111 Academy Ave #12-514; addition0PERMITADDRESSl ! C OA g" SUBDNISION CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER d " C-- k ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR R- e5l L> - PERMIT # DATE U0 PERMIT DESCRIPTION 4a-d PERMIT VALUATION ivy 8- v SQUARE FOOTAGE o a n c MISCELLANEOUS CONTRACTOR Q C7 PERMIT NUMBER FEE m MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE Application No: / 4 'J 7 Co,, (es RECEIVED 4d-is vdd•c DEC 14 2011 '' ` CITY OF SANFORD BUILDING & FIRE PREVENTION BY: ERMIT APPLICATION Documented Construction Value: $ - Job Address: I `i % fAr c, k wt S & Historic District: Yes lvoE_ Parcel ID• Zoning: Description of Work: %Q<\6 -tm 4,-, « Plan Review Contact Person: Phone: U ON -Q - - Y SO -3 Fax: Title: Lr Property Owner Information Z-,9-5"17E4 ab •rsa ( .L Name r Phone: \-1 Street: k,\, n cc A16 vy,'t )'-)L. Resident of property? City, State Zip: S 1 Contractor Information Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Phone: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: 9- W /0 p Address: PERMIT INFORMATION r:;.. Building Permit t 3 y; „i;,,';i z:;pp.. d? Y6:^ IEtFOil 1 iSF;ttO`, Square Footage: Construction Type: N!?Z: x torte . No. of Dwelling Units: Electrical New Service - No. of AMPS: Flood Zone: Mechanical ( Duct layout required for new systems) 0 3 Plumbing . New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state'agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 1L IN _--V- -C, \ -a k \ 4 I \ Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name of Florida Date µYa 2e• .`= M881E BLANTON Notary Public -State of Florida My Comm. Expires Feb 25, 2019 F 11111 P•`' Commission # EE 60182 Bonded Through National Notary Assn. Owner/ Agent is-Peison'"aifyil5t fi'o Me or Produced ID Type of ID APPROVALS: ZONING: gM 1a 13'11 UTILITIES: ENGINEERINFIRE: Print Contractor/ Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: O Z COMMENTS: N S.r atria;1:, Rev 11. 08 WI VARNI IC'RI , CLEF-R OF CIRCUIT Per . >No. — ` _ RI C-204a€ arxf FolioNo,, 19 50 .'SV- —C---( 0 7-71 Pg 1372i CL E RX." .c 1nt ±u1 E nrr" a.1 140TICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement iv 11 be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. J . Description of property: (legal description of the property, and street address if 11available) 2. General description of improvement: 3. Owner information: Name: 5 4 Address: D77 b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): Name: Address: Phone number: I Contractor Name: CERTIFIED COPY Address: MARYANNE MORSE Surety Name CLERK OF CIRCUIT (CURT Address: SEMJN,O E OU , FLORIDA Amount of bond: $ J 6. Lender: Name: Address: b. Lender's phone number: Y 7.a. Persons within the State of Florida designated by Owner upon whom notices or other docum Yn a b s= as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: of to receive a copy of the 8. a. In addition to himself or herself, Owner designates Lienor' s Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 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 NOTICEOFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. ORECOMMENCING WORK OR RECORDING O URNOTICE FCONSULT H YOUR LENDER OR AN ATTORNEY BEFORE COMMENCEMENT. ,- Signa Lire of Owner or Owner's,eQAt{tbgriJed Officer/Director/Partner/Manager Signatory's Title/Office ski` ib J ed before me this day of (year) , by (name of person) as (type of The foregoing instrumnt wa;'` Slg on behalf of whom instrument was executed) authority, ... e. g. offcer t t;ntotn fact) for (name of party . SEAL) 0 0 > O Signature ofNotary , IJ T e of Identification Produced Personally Known s ' OR j3roHt sed Identification YP Apt Verification pursuant toa, Florida Statutes: Under penalties of perjury, i declare that I have read the foregoing and that the facts stated in it a true o tlie' best of my knowledge and belief. i al; PME Signature of Natural Person Signing Above Rev. date 3/2008 OWNER BUILDER STATEMENT/AFFIDAVIT FA 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 Tor an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit fled in his or her name instead of my own name. I also understand that a contractor is required by law to be V licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 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. v 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 v employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions i under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address d listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in j 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: \ TA— n_ I, ( a_<_- -- o Iroi\, 3., 4 - \ , 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. nature of Owner -Builder Form of Identification Must be Photo ID) Date J,L /I qt I I A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA HyperLiteWeb Parcel View: 35-19-30-515-0000-0410 Page 1 of 1 0c rv1G1 Jok—o—an, Cf:A Parcel: 35-19-30-515-0000-0410 PROPERTY Owner: ROBINSON LASHEA & LINDEN MICHAEL L & HOLT REGIE B I</"0IS" Property Address: ill ACADEMY AVE SANFORD, FL 32771SUMCQt4TY, FLC uI?r+ B a-ck-1 I < Previous Parcel Next Parcel > j F_S_av_e__L_a_y_o_ut_1Reset Layout New Search Parcel: 35-19-30-515-0000-0410 ( Value Summary Property Address: 1 1 1 ACADEMY AVE Owner: ROBINSON LASHEA & LINDEN MICHAEL L & HOLT REGIENALD JR Mailing: 1 1 1 ACADEMY AVE SANFORD, FL 32771 - 3014 Subdivision Name: ACADEMY MANOR UNIT 01 Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2009) DOR Use Code: 01-SINGLE FAMILY asi 1 _ , ... 011 11 ACADEMY AVE Map Aerial I Both Footprint Extents Center Dual Map View - External 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Number of Buildings 1 1 Depreciated 29734 31,732 Bldg Value Depreciated 230 2,30 EXFT Value Land Value 10, 000 10,000 Market) Land Value Ag Just/ Market 39, 964 41,962 Value — Portability Adj Save Our Homes 0 0 Adj Amendment 1 Adj Assessed Valuel 39,964 41,962 Tax Amount without SOH: $338 2011 Tax Bill Amount $338 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 41 ACADEMY MANOR UNIT 1 PB 13 PG 93 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 39,964 25,000 14,964 Schools 39,964 25,000 14,964 City Sanford 39,964 25,000 14,964 SJWM( Saint Johns Water Management) 39,964 25,000 14,964 County Bondsi 39,9641 25,0001 14,964 Sales Deed Date Book Page Amount Vac/Imp Qualified PROBATE RECORDS 03/2008 06945 1836 100 Improved No PROBATE RECORDS 06/2007 06732 1231 100 Improved No ADMINISTRATIVE DEED 07/1991 02326 0478 100 Improved No PROBATE RECORDS 09/1990 02225 0593 100 Improved No http:// www. sepafl.org/ParcelDetails.aspx?PID=3 5-19-3 0-515-0000-0410 12/14/2011 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: L G 'C ® r lS o n Firm: Address: City: State: Zip Code: Phone: Fax: Email: Property Address: G lT Property Owner: Lc.-54e-.r, 6e L rnSC9-- Parcel identification Number: 3 ( - I 1 - 3 (0 - S IS - 0 d d(D ® c5 4 ) Phone Number: t U 7- Z 7 Z -ZM Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) 34 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) F II ICAL}USEONL Y,: Flood Zone: Base Flood Elevation: Datum: gj3 FIRM Panel Number: -16 Map Date: c( Z 1D G 7 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 The parcel is not in the: 2floodplain floodway The structure is in the: floodplain floodway ErThe structure is not in the: oodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: Reviewed by: o C ,P Date: T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc Florida Building Code Online Authorize Signature Technic Representative Address hone/Email Quality, surance Representative Address hone/Email Catego Subcate ry Complia a Method Certifica n Agency Validatel By Referen d Standard and Year (of Standard) Equivale a of Product Standards Certified v http://www.flofidabuilding.org/pr/pr--app—dtl.aspx?pai-am=w... ter=®nor= Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 WTFffFl (4-- Fam 1 of 4 11 10/ 15/2011 07:06 PM Florida Building Code Online http://www.flotidabuilding.org/pr/pti--app—dti.aspx?param=w... Date Date Date Date Date Method Method 1 Option A FBC Approval 12/16/2010 12/16/2010 12/22/2010 10112/2011 Summ& of Products FL # ii Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door d Units Limits Apprc ApprcImpacDesig Other Buildin where Minims not exc size. N protect details. 4904. 2 Limits Other Buildini where I Minimu not exc size. N protecti details. f Use xf for use in HVHZ: Yes d for use outside HVHZ: Yes lesistant: Yes Pressure: +76.0/- 76.0 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 3'-0" x 6-8" max nominal in large missile impact resistance is required, hurricane system is NOT required. See DWG-MA-FLO128-05 for Wood -edge Steel Side -Hinged Door Units Use A for use in HVHZ: Yes A for use outside HVHZ: Yes lesistant: Yes 2ressure: +70.0/- 70.0 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 3-9' x 8'-0" max nominal n large missile impact resistance is required, hurricane system is NOT required. See DWG-MA-FLO129-05 for Certification Agency Certificate FL4904 R4 C CAC N1006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0128.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 504A.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Single Door Certification Agency Certificate FL4904 R4 C CAC N1006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.0df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 503A.pdf Created by Independent Third Party: Yes 14904.3 II ( Wood edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits Buildir where Minim not ex Use d for use in HVHZ: Yes d for use outside HVHZ: Yes lesistant: Yes 3ressure: +55.0/- 55.0 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12'-0" x 6-8" max nominal Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0128.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A.pdf 2 of 4 1 10/ 15/201 1 07:06 PM Florida Building Code Online http://www.flotidabuilding.org/pr/pr-app-dtl.aspx?pai-am=w... size. V protect require 4904.4 Limits Appr( Apprc Impa< Desig Other Buildin where Minims not exc size. N protect require, Impa( Desig Other Buildin where Minimu not exc size. V 4904.6 Limits Apprc Apprc Impac Desigi Other Buildin( where f Minimu not exc size. W protecti details. 4904.7 Limits Appro Appro Impac Desigr Other: Buildinc where F Minimw not exc, i large missile impact resistance is required, hurricane I Created by Independent Third Party: Yes system is NOT required on opaque panels, but is t glazed panels. See DWG-MA-FLO128-05 for details. Wood -edge Steel Side -Hinged Door Units f Use ed for use in HVHZ: Yes ed for use outside HVHZ: Yes Resistant: Yes Pressure: +45.0/-50.0 valuated for use in locations adhering to the Florida erode including the High Velocity Hurricane Zone, and assure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12'-U' x 8'-0" max nominal en large missile impact resistance is required, hurricane a system is NOT required on opaque panels, but is n glazed panels. See DWG -MA-FL0129-05 for details. Wood -edge Steel Side -Hinged Door Units Use d for use in HVHZ: Yes d for use outside HVHZ: Yes lesistant: Yes 2ressure: +50.0/-45.0 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12'-0" x 8'-U' max nominal in large missile impact resistance is required, hurricane system is NOT required on opaque panels, but is n glazed panels. See DWG-MA-FLO129-05 for details. Wood -edge Steel Side -Hinged Door Units Use d for use in HVHZ: Yes d for use outside HVHZ: Yes lesistant: No pressure: +50.5/-50.5 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12-0" x 6'-8" max nominal in large missile impact resistance is required, hurricane system is required. See DWG-MA-FLO130-05 for Wood -edge Steel Side -Hinged Door Units Use d for use in HVHZ: Yes d for use outside HVHZ: Yes lesistant: No Pressure: +40.0/-45.0 valuated for use in locations adhering to the Florida ode including the High Velocity Hurricane Zone, and ssure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12-0" x 8%0" max nominal 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.1)df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.odf Created by Independent Third Party: Yes 8'-0" Opaque O/S w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 installation Instructions FL4904 R4 II FL0129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf Created by Independent Third Party: Yes 6-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0130.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A.pdf Created by Independent Third Party: Yes 8'-0" Glazed I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4_II FL0131.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf 3 of 4 11 10/ 15/2011 07:06 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr-appiti.aspx?param=w... size. V protect details 4904.8 Limits Appri Appri Impat Desig Other Buildin where Minimt. not ex( size. V protect details. n large missile impact resistance is required, hurricane system is required. See DWG-MA-FLO131-05 for Wood -edge Steel Side -Hinged Door Units f Use ed for use in HVHZ: Yes ed for use outside HVHZ: Yes Resistant: No Pressure: +45.0/-40.0 valuated for use in locations adhering to the Florida Code including the High Velocity Hurricane Zone, and assure requirements as determined by ASCE 7, Design Loads for Buildings and Other Structures, does d the design pressures listed. 12'-0" x 8'-0" max nominal en large missile impact resistance is required, hurricane e system is required. See DWG-MA-FL0131-05 for Created by Independent Third Party: Yes 8'-0" Glazed O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC NI006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0131.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 State of Florida is an AA/EEO employer. Copyright 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under F ida law, a -mall 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 t entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: MFsck Is wcuritti'm,- tK SC5 vuiSiy a Tra£te8 i 4 of 4 11 10/15/2011 07:06 PM BCIS FL # Applii Code Applii Comr Archi Addre Tei Ad PERMIT # h Log In User Registration Hot Topics: Submit Surcharge: Stats & Facts: Publications: FBC 3duct Approval ER: Public User proval Menu > Product or Agpilication Search > A lirerationList > Application History > Application D4 FL4334-R4 i Type Revision ion 2007 i Status Approved r- anufacturer Masonite International hone/Email _- Ita ry Suite 950 Tampa, FL 33609 615) 441-4258 sschreiber@masonite.com I Signature Steve Schreiber sschreiber@masonite.com Ott Representative hone/Email Quality ssurance Representative Addres Phone/Email Categ Subcat gory Compli nce Method Certific ion Agency Validat By Refere&ed Standard and Year (of Standard) Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 NOTICE OF PROD\ ;T CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: Product: Metal -Edge Impact Rated Steel Door w/Hollow Metal Steel Frame Specifications Tested To: TAS 201/202/203-94/ASTM E330 N1006591-R2 Page 2 - 06/14/2006 12/30/2010 12/18/2008 Ilion e "Notice of Producta ica on is only VailVaildi label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI' s Certified Product Listing at www.Nanticertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration X Sin le X Single Inswing or Outswin I/ S O/ S Glazed or Opaque Opaque Opaque Maximum Size 3' 0" x 6'8" 3' 0" x 6'8" Design Pressure Pos/ Neg 80/- 80 80/-$ 0 Missile Impact Rated Yes Yes Test Report Number Drawing Number & Comments NCTL' 210-1915-1,2,3 Anchor Detail-MA-FLA 150-06 Anchorhor 10 1915-1,2,3 DetDet ail-MA-FIA 150.06 r.-_ ii i Qoin xxan oh9nte Walk mite 202/Newnort News. VA 23606 National Accreditation 4u Nianagemeut aubutuac, ru...+ L i V . v I-- -- ' - -_-_ _____ _ __. _ . _ _ r _ ' Tel-757. 594.8658(Fox-757.594.8659 NAMI AUTHORIZED SIGNATURE: AMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1006591-112 Page 1 06/14/2006 12/18/2008 Structural Masonite International M-703-1 The "Notice of P duct Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion f this form and a certification label is applied to the product. This certification seal represents produc conformity to the applicable specification and that aU certification criteria has been satisfied. The products and ;ystems listed below are approved for listing in the Directory of Certified Products at www. A IC cation.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: asonite International Corporation 199est55 Powis Road Chicago, IL 60185 Product Line Steel Frame Pest Report: CTL-210-1915-1,2,&3 Section 1: Ge eral Description of the Products and Systems under this Certification 1.1 rame: Jambs and head constructed from 4-5/8" 18 gauge steel. ead/Jamb corners were mitered construction. 1.2 oor Slab(s) Construction: Slab constructed front 0.017" thick steel kins. Top and bottom rail constructed from wood. Stiles of continuous oll-formed steel employing a high impact styrene thermal barrier. Interior avity filled with rigid polyurethane. Section 2: dditional Supportive Test or Acceptance Data Provided with Certification ocumentation included': 2.1 nchor Performance Calculation Report -Performed by Eric S. Nielsen, E (Florida P.E. No. 41323) 2.2 urface Burning Characteristics for Foam Filled Door performed by ega Point Laboratories to ASTM E84-98, "Standard Test Method or Surface Burning Characteristics of Building Materials". Report No. 115977-104313. This information is Ovided as a convenience for consumer, building departments and ir speclors and is not considered part of this certification See additional Page of Certification for Certified Product Line Matrix(s). National Accreditation & Management Institute, Inc. 11870 Merchants Walk State 202-Newport News, VA 23606 1fE>L.(757) 594.8658 FAX(757)594-8659 CLLr 0 oSIDE -HINGED METAL -EDGE STEEL DOOR UNIT ro ¢ C\, GENEP.AL NOTES 1. _VALUATED FO.R USE IN LOCATIONS ADHERING -0 THE FLORIDA BUILDING CODE AND. WHERE PRESSURE REQUIREMENTS AS DETERMINED RY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND CTHER STRUCTURES. DOES NOT EXCEED THE CESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. TAELE OF CONTENTS SHEET // DESCRIPTION 1 TYPICAL ELEVATIONS & GFNEP.AL NOTES Z ANCHORVG LOCATIONS & DETAILS 40" IJAK. FrPANOVERALL FRAME —' 35-3/4" MAX. EL WIDTH N 2 U W f SLNG._E OUTSWING SINGLE UNt 40" W. _ F OVERALL FFAME 55-3/4" MAX. PANEL WrIDTH t k j a 4 i SINGILC INSWING SINGLE UNIT A&*(K A IDWIM CrL>reNn,^ c4 - ArT s is-S SCALE: .N.T.S. DwG. 5a^ SWS CHI(. BY: DRA4ANG NO-: DWG-ti.4-FL0150-0E MEET I CF 2 VDOD DR STEEL 2XSTUDS JSING COMPRESSION ANCHORS WIRE PNCHDRS IN CONCRETE LP.. MASONRY CONCRETE DR FASCN--Y USING CONCRETE SCREW ANCHORS EACH JAMB/HEAD CORNER (2 TOTAL) - I 7/R' DTA. -ONRF.TFJF0.3T CIA. WIRE MA% i !I 36' I14Ai ANC- IOR TYa- SCREW ANCHI (T t-lT---- 4_j 36MA% 36' NA:[itsx 2' W00DCREW S7oty AA.' .4 A Rex 2' W30D S=REW 2) E BOT. OF EACH JAMB - - BACK FILL FRAME .M,U. .BUTTERFLY CLIP ASONRY OR CONCRETE 1) Q [ NTERICR OF FACE4t)'lT' ER'Il'0R LL ADJACENT CNOT REQUIRED 1) 8 EXTERIOROFFACECELLSs/ITFI GROU7 - TYP.) DOD OR STEEL STUDS - (TYPJ - 3/16' IAMETER WIRE 3/8' DIA. COS'CRETI D7CR FRANDOOR. FRAME SCREW ANGHOR. . DOOR FRAMEt SHEATHING ! 1/ 4' SECTION A -A - SECTI- N A -A MINIMUM EMBEDN'_NT STRAP AN'--IORS 114 WOOD OR STEEL 2X STUDS STRAP ANCHOR 6) SCREWS IN R8 WOUJ SCREW (TYP.) STRAP ANC N WDDE STUDS 10S,M•S..TYP) STEEL STJOS WOOD-OR STEEL STUDS - MOR FRAME SECTION A - A - EMBEDMENT INTD- WOOD STUD J nID MW STRIKE D=TAIL MACHINE SCREWS 10 x 1/2\" 1-0 x tj 9 x 112 ,. 10 % 1iG 1 j # 9 x .12„ I 10 x 1 2' l HINGE DETAI_ MACHINE SCREWS L 1. 250" LLLLLL Jll ••• NSW!NG THRESHOLD 0. 9b2°I OUTSWING THRESHOLD CL Q0 C) t , U co HARDWARE SCHEDULE1. JKWIKSET MAXitv1UM SECURITY SERIES GRADE 2 OATd: 611C106 ATTACHMENT D IAIL CY! : NDRICAL AND DEAD! CCK HARDWARE TO BE INSTALLED Srxe N.T.S. 1. ANCHOR ANALYSTS FOR LOADING CONDITIONS PP.EPARED, IAT 5-1/2" CENTERLINE. Dwc. BY Sws SIGNED ,AND SEALED BY ERIC S. NIc.LSON, DE `--`----' — 2. 4" X 4" FJLI_ MORT SE BUTT HINGES. `"I` s,. FLORIDA #41323) FOR EACH INSTALLATION METHOD. — DRAWIN$ NO.c 0W3-NA-FL01 `-O- L•8 SHEEP L or 2 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: I Q-r rIC-10nnu hCeinn,nTrnnl SELF IGNITION TEMP ASTM D1929 803 'F > 650 'F RATE OF BURNING ASTM 0635 0.79 IN MIN C-1 SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH' ASTM D638 7.3% OFF UVMHARAIIVL ILN5ILL STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149' MAX. OVERALL FRAME MOTH 20.5" MAX 36.375" MAX. 37.5" MAX. D.L.O. PANEL WIDTH FRAME WIDTHIN/ASTRAGAL ao N x O n J W r0 Nt° W 2 a¢ DOUBLE DOOR UNIT W/SIDELITES AddeiJA IDNAAA C ffiiptionNTi _ N IAoM-Qo-lz NelWABlr. LAD Know 17-.11 VQS 51NGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELI7ES WITH SIDEI 17 WITHSIDE ITF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING• X 37.5 60.0 19.0 -119 400 600. 74 0.0 -60.0 60.0 -60XX0040.00 60.0 or XO 75 0.0 0060.0 -.0 9.0 0-0-60.0+OX 60.0 600 112.5 00 6 0.0+6 0.0 06.0+19 19.0 40.0 -40.0 0 -- 60.0 60.0OX060 149 60.0 -600 6OXXO60. 19.0 -19.0 40.0 -40.0 1 +60.0 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-FLO122-05 rnyn vum nrresTroio uesign SHEET I OF 6": SEE DETAIL 3. — i 6" 3' SEE DETALI C. 3' OwU a SEE n 'D' J w w 0 a in 6 G 6" SEE DETAIL C. 6' F infnNCA66 ujo J Paz ASTRAGAL RETAINER BOLT HOLE a r'd g MUST BE DRILLED THROUGH '' o _I rym ¢ o C 8 x 2-1/2" # 10 x 2" _ THE THRESHOLD & INTO THE 0w= g STRUCTURE DEEP ENOUGH o? w z J o 10 x 5/8'" DETAIL "E'" ASTRAGAL FORA 1.375" THROW ¢ z w ¢ ¢ D ATTACH ASTRAGAL RETAINER BOLT8x2-1/2" #10 x 3/4" oD 10 x 5/8 " STRIKE PLATE TO FRAME DETAIL "F': ASTRAGAL o o ^o 0 0 0 10 x 3/4'" AS SHOWN. N N ^ N ¢O 1 O X 2 "' 0.124" ANNEALED DECORATIVE INSERT N^ N 0.124• ANNEALED .0124• TEMP. DETAIL '"D" fil Z ALUMINUMACER BUM /6 X 1-1/2• PHS DA1E: 2 1 i OS I doldlmtoWM SCALE: N.T.S. 0.962' OOW 832 ORW832 EOUALN 1.375" 1.75" I1.047'• OR EQUAL ;w '0-1 ewc. BY. SWS E ffEIQB ERI09 BK CM. BY: f TYPICAL GLAZING DETAIL 2 DRAWNG NO.: INSWING THRESHOLD OUTSWING THRESHOLD _HIGH DAM DAM O/S THRESHOLD THRESHOLD IMPACT RATEDIMPACT RATEGSSDWG-MA-FLO122-DE SHEET 2 OF 3 SEE DETAIL C" §HT. 2 3" N o a wU a SEE DETAIL In "D' SHT. 2 J Q 0 w wK aI G f 1 3" ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o t 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL tso" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN _ LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CLI— ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT1 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4 TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1. JKWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. AdbtRIONO Calilraft, N —1 Reu"wBr DateRa{eBz,a oa —' DATE 2111105 SCALE: N.T.S. M. BY: SINS CHN. BY; DRAWING NO.: DWG—MA—FLO122-05 sHEET 3 ov 3 t ea= HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: rocr nccroicnnu niennu oco"r SELF IGNRION TEMP ASTM D1929 803 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN MIN C-1 SMOKE DENSITY ASTM 02843 48.9% TENSILE STRENGTH- ASTM D638 7.37 DIFF WMYAKAIIVL ItNJILL JIKtNGfH AFItK WLATHLKING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149- MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. I` FRAME WIDTHW/ASTRAGAL I p N DOUBLE DOOR UNIT W/SIDELITES AlSda-AniDW9 CelhTica6n11Ro N 1 mao—tZR1Mewed6t - Date Re 1241vr38 SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLF DOOR UNIT W1510FLITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDEL! WITH SIDELITE DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFlG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- X 37.5 70.0 -70.0 19.0 -19..0 70..0 7505..00 --- 755000...0 XX 74 50.- 19.0 -19.0 40.0 0 55.0 -50.5 OX or XO 75 50.5 -50.5 a+55.0-50 5 19.0 41 00+55..0 55OXO112.5 50 5 1 00 .0 55 OXXO 149 0 505 19.-190 x W xc 9 c O N J¢ N O W z z zQ: LLJ LL1 O p Z o .J U 2111105 N. T.S. er: SWS BY: NG NO.: SHLET 1 OF SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES 'COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1 /4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" I 1 6" 3 I 13" 6• , I I_ z• to N w a U a SEE DETAIL D" SHT. 2 0 0—T wcr n c a G 3" CL TYPICAL ANCHOR INSTALLATION 4-9/16" MIN JAMB 1. JKWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ldd9rdmiDWMI Ce16't ialtb.: M I isa o- RarielaedBY: oateRevleee 0- o O N Z600 O Q Lw U z "Ez ccQ z o C) -j Q z U N.T.S. BY: sws BY: NO NO.: MA-FLO120-05 3 OF 3 6" SEE DETAIL _ 3 1 3 3"^ E" 3" S' C SEE DETAIL C" DETAIL "D" 6" —{ L 6" 3" _ A 6, 6" 3" I II I OwU d SEE V) ^D^ J Q w w O f a 1.1 L6" IS III I 3" _ - — 3 3• I _ 3" 1 3" r 3" J 3^ f 6 SEE DETAIL — I 6^ 8 x 2-1/2" 8 x 2-1/2" # 10 x 2" 10 x 5/8" DETAIL "E" ASTRAGAL 8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT 10 x 5/8" STRIKE PLATE TO FRAME 10 x 3/4" AS SHOWN. 10 x 2" 0.124" ANNEALED—, i 1 O.s621 1. 375" 1.7 " 2 33111047" T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD EL 0 N DD Z N O W U Z W C) O ct Q U EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Q--4FORA 1.375" THROW DETAIL " F" ASTRAGAL DECORATIVE INSERT ALUMINUM OR BUM. SPACER7,rZOOW d16X 1-1/2" PHS DATE: 2111 0_`Dow 632 w' 832 ID SCALE: N.T.S. OR EQUAL •i A :• OR EQUAL Id1IIR: N 1 6-! DWG. BY: SWS EXTE6110 1NTERRIOS ReArmid BY CHK. BY: TYPICAL GLAZING DETAILZ L DRAWING NO.: IMPACT RATED GLASS DWG-MA-FLO120 OF SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED SINGLE AND DOUBLE DOOR W/ VENTED SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TFCT nFCf:RIPTKIN 11FCimAT1(1N RFRI 11 T SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6%. TENSILE STRENGTH- ASTM D638 7.48511 DIFF L;VMNAKAIIVt ILN51LL 57JKLNGIH AFTLH WLAIHtKING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET If DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 94 5/16" MAX FRAME WIDTH 28 7/16" MAX DOOR 29 i/16 MAX DOOR WIDTH (TYP) 71 1/4" MAX FRAME WIDTH 15 27/32" WIDTH 15 27/32" 34 7/16" MAX SIDELITE W/ASTRAGAL MAX SIDELITE MAX DOOR WIDTH (TYP) WIDTH (TYP) WIDTH C9 C7 LL, w 0 e Of z e X e o X e o m x X N Q 2 0) I{ 1 ID 1 6" MAX D.L.O. 19" MAX WIDTH IN WIDTH SIDELITE D.L.O IN 6" MAX D.L.O. 21" MAX TYP) .) WIDTH IN WIDTH SIDELITES D.L.O IN p dzndumioNAMI // DOUBLE DOOR DOOR W/SIDELITES (Typ) DOOR DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING TNG XXX 74L25 47.5 -4-, 90 -90 NWI XXXX 9.313 50.5 -50.5 N A 19 N A CC N Or( 4 z o U) P LLILu U z z LI_i z O0 Z O) J O N _ U SCALE: N. T.S. DWG. BY: SWS CHK. BY: OF m 00 n Mti I 00 M DETAIL "B" ya X t -i" DETAIL 'I' DETAIL 'A' DETAIL 'I' d C2 I DETAIL 'H' 8 X 1-J' c O N a V 00 Z N 1 O W Q z M o0 L O n co Q N Z U DETAIL 'C' 10 X 2" 0 O #10xi. OL:t: O 10 X 2" M a, son almillas OR EQUAL 1 375" f # fi X 1-1/2' PHS 10 x 1 -!' F ndmn to NAM yINSWINGTHRESHOLD ' CeraEm tia o ems'... oo #10 X DOW 995 .'. OR EQUAL O EXTERIOR INTERIO #10 X 1-4- TYPICAL GLAZING DETAIL DETAIL 'G' DOOR HINGE D i i I I I I I i A wu 0- N ZW I, W JQ I I 1 M 3 w I i CY N D A' I I I I A. I j I i zo 6' Cf rE 6' 6' 6' 6' 41 6' DATE 313106 scALE:: N.T.S. Dwc. 6Y: SWS CHK. BY: DRAWING NO OWG-MA-F"L0146 SHEET 2 OF 3 1,5i0" 25" HIM TYPICAL ANCHOR INSTALLATION ATTACHMENT DETAIL 8 X 2-1/2" SCREW O DETAIL 'E' AND 'F' ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 12. 1 4" X 4" FULL MORTISE BUTT HINGES 13. IG—U HARDWARE OPERABLE SIDELITE VENT GEAR AND STRIKES I DETAIL 'E' a i I i IolJiI V I I d i I I I I zW i W I 1 I J i i I I 1 I p i i i H I I i 3 i i W i i U i i i i zo 76' i 1 I i 3' 3° 3' 3' 6° 6'6' 6'6° 6' fddW1l nIDNAlA altom No-, Rfomwk- D DETAIL 'F' SCALE. N.T.S. Dom. BY: sws CHK. BY. DRAWNG NO OF rAzBCISHomeLogInUserRegistrationHotTopicsSubmitSurchargeStats &Facts: PublicationsFBC Product Approval ti Product Manufacturer Address/ Phone/Email USER: Public User P FL Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method i Certification Agency Validated By Referenced Standard and Year (of Standard) Owens Corning One Owens Corning Parkway Toledo, OH 43659 419) 248-7060 darrel. higgs@owenscorning.com Darrel Higgs darrel. higgs@owenscorning.com Roofing Asphalt Shingles Certification Mark or Listing Underwriters Laboratories Inc. Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Standard ASTM D3161, Class F ASTM D3462 ASTM D6381, Class H ASTM D7158, Class H TAS 107 UL 2390, Class H Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 10674.1 Method 1 Option A 07/07/2010 07/07/2010 07/11/2010 08/10/2010 Model, Number or Name Description Owens Corning Asphalt Roofing Shingles 3-tab, laminated, starter, and hip & and Starters Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to UL letter Certification Agency Certificate FL10674_R3—C_CAC_AH I letter 6 Quality Assurance Contract Expii 06/15/2011 Installation Instructions FL10674_R3—II_AH I letter 6-15-1C Verified By: Underwriters Laboratoi Created by Independent Third Part Evaluation Reports Created by Independent Third Part Backs Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement Copyright Statement I Accessibility Statement I Plug-in Software Customer Se Product Approval Accepts: wcuritymi vvr sign , . , TrnSad t vrntr'? PERMIT # BFOFACE.\.ME. mxm Log In : User Registration Hot Topics: Submit Surcharge' Stats & Facts: Publications: FBC duct Approval ER: Public User roval Menu > Product or Application Search > Application List > Application Detail FL11613 Type New on 2007 Status Approved Product ranufacturer Address hone/Email Technicl Representative Address hone/Email e Representative Compliajke Method Florida gineer or Architect Name who developed the Evaluati Report Florida ense Quality surance Entity Quality surance Contract Expiration Date Validate By of Independence MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Mullions Evaluation Report from a Florida Registered Arc Professional Engineer i Evaluation Report - Hardcopy Received Robert A. Walz PE-40456 Architectural Testing, Inc. 12/31/2011 Steven M. Urich, PE 1. Validation Checklist - Hardcopy Received FL11613_RO_COI_CCF10312008_00001. pdf Standard and Year (of Standard) Equival hce of Product Standards Certifie IIBv Sectionilfrom the Code 1714.5.5.2 1714.5.5.3 1714.5.5.4 Product pproval Method Method 2 Option B Date Su miffed 11/05/2008 Date V ated 11/05/2008 Date Pe ding FBC Approval 11/13/2008 Date Ap roved 12/10/2008 Summa of Products FL # Model, Number or Name Description 11613. M2246 Mullion Aluminum structural mullion. For ust Limits f Use Installation Instructions Appro ed for use in HVHZ: No FL11613_RO_II_Mullion evaluation Appro ed for use outside HVHZ: Yes Verified By: Robert A Walz PE-404 Impac Resistant: No Created by Independent Third Part Desig Pressure: +75/-75 Evaluation Reports Other: 3ee Evaluation report for actual design pressures for various FL11613_RO_AE_Mullion evaluatic sizes. I Created by Independent Third Part Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Copyright and Disclair Product Approval Accepts: hr peF87yrwK Gaewe cetl IER 4F'Y ngineering Evaluation Report eport No.: WE-2008-158 aluator: Robert A. Walz, P.E. cj Walz Engineering 4 11111 Hall Road, Suite 110 Utica, Michigan 48317 COCID N C`') anufacturer: MI Windows and Doors VR 650 West Market Street 0% Gratz, Pennsylvania 17030 LT oduct: M-2246 - BridgeWood Structural Mullion o LO 4? N v I escription of Product: M-2246 — Structural Mullion. The mullion N i extruded from 6063-T5 aluminum and used in both the vertical and Nrizontal orientation in the BridgeWood window series. The mullions p e secured to the substrate using the MT000022 aluminum mullion clip. LUO ere are two anchors in each MT000022 mullion clip to anchor the r ullion to the substrate. N cB N 0 abmitted Technical Documentation: 1. Mullion Analysis and Anchorage Report, report number WE-2008-158A sealed by Robert A. Walz, P.E. 2. Installation Details, sheets 1, 2, 3 and 4 of Report Number WE- 2008-158D sealed by Robert A. Walz, P.E. stallation Requirements: Mullions must be installed as per the inufacturers published installation instructions and as described in the tallation drawings listed in the technical documents section of this Mullion Desig Pressure Tables M-2246 Hor1Zo al Mullion Cnnnnity with Anrhnravo ;n+n Wnnii/(`n., ro+o/('A TTT Hei htlWidth 1-5/8" 25-5/8" 29-5/8" 33-518" 37-7/8" 41-5/8" 61-5/8" 73-5/8" 37-1/4" 75 75 72 59 48 43 26 21 41-1/4" 75 75 69 57 47 41 25 20 49-1/4" 75 75 64 53 44 39 23 19 53-1/4" 75 75 62 51 42 37 23 18 57-1/4" 75 74 60 49 41 36 22 18 65-1/4" 75 69 56 46 39 34 21 17 69-1/4" 75 67 54 45 38 33 20 16 77-1/4" 75 63 51 42 E36 32 19 16 Transom 1-5/8" 25-5/8" 29-5/8" 33-5/8" 1 37-7/8" 37-7/8" 37-7/8" 37-7/8" M-2246 Vertica Mulllnn Cnngr`lty wttl, AnrhnrAffA ;non Height/Width 1-5/8" 25-5/8" 29-5/8" 33-5/8" 37-7/8" 41-5/8" — 61-5/8" 73-5/8" 37-1/4" 75 75 75 75 75 75 75 75 41-1/4" 75 75 75 75 75 75 75 75 49-1/4" 75 75 75 75 75 75 75 75 53-1/4" 75 75 75 75 75 75 73 73 57-1/4" 75 75 75 75 71 68 63 63 65-1/4" 75 75 69 63 59 56 49 48 69-1/4" 75 71 64 58 54 51 44 43 77-1/4" 72 62 56 51 47 44 36 35 Limitations of 1 1. Maximuj 2. Maximus high. 3. Units att; 4. Units ma exceeded 5. Mullion i 6. Product i 7. Product i Wind Bo: 8. Design P; assembly 9. May be ii sheets 1, e: product design pressure of +/-75.0 psf. unit sizes attached to each side of mullion: 77-1/4" wide by 73-5/8" hed to the mullion must have their own product approval. be mulled indefinitely as long as the maximum unit size is not aybe used horizontally or vertically. not rated for use in HVHZ. not impact resistant and requires impact protection when installed in a e Debris Region. ssure of mulled units shall be the lesser of the design pressures of the omponents, the mullion or the individual units. talled in wood, concrete or steel substrate as per installation drawings, 3 and 4 of Report Number WE-2008-158D. Compliance. e above listed products have been shown to demonstrate compliance with the 2007 lorida Building Code and with the Florida Department of CommunityAffairsforStatideProductApprovalasperRule9B-72.070 method 1(d). Florida P.E. 406 Date: Septemb 11, 2008 SECTION Ei 1- MIN. EDGE MULLION CLIP MT000022 SEE INSTALLATION NOTES ROICH M-2246 OPENING EX wI SECTION C SEE INSTALLATION NOTES MULLION CUP MT000022 1-1/2 MIN PENETRATION I — I' MIN. EDGE SECTION A MULLION SPECIFICATION NOTES, I) CHART APPLIES ONLY TO MULUCN M-2246 WHEN USED TO MULL FIXED HAUROUNDS. TRANSOMS OR SPECIALTY UNITS 3) WINDOW HEIGHT IS HEIGHT OF WINDOW BELOW TRANSOM. TRANSOM HEIGHT VARIES. SEE TABLE. 4) STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE WND LOADS. a) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR STRENGTH. DEFLECTION AND ENO REACTION ANCMORAGE. 5) MULLION IS NOT APPROVED FOR WIND-BORNE DEBRIS REQONS MT40UT AN APPROVED PROTECTION DEVICE INSTALLED. 7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES. A e) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4 TWIN OR TRIPLE MULLED WITH MULLION M-2246 DasEr•r:41 w M n-s/e• 25-5/0 29-5/e 33-5/e n-T/e n-s/e 61-5/8• n-s/e 37-1/: 75 75 76 76 75 76 75 75 41-1/4• 75 75 75 75 75 75 75 76 49-1/4 73 75 TB 73 75 1,,75 T6 3.75 53-1 /4• 76 75 3-75 76 75 76 73 73 57-1 /: 75 76 75 76 71 M 63 03 65-I/4• 70 76 00 03 ITC 60 40 40 59-1/4 75 71 6/ 60 64 51 44 43 77-1/4' 72 02 66 61 Q 44 36 36 N 1I ION INf TA1I a110N NO 1) INSTALLATION MUST USE MULLION CLIP LIT000022. 2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY. 3) INSTALL TWO (2) /12 X 3• WOOD SCREWS NTH MINIMUM 1-1/2• EMBEDMENT. 4) WOOD FRAMING SMALL BE PRESSURE TREATED SPRUCE PINE FIR (C.0.42) PNOMIGM-AND DOORS 650 WEST MMwET STRE T . CRAT2. PA • I nM-0370 Th4 HaW14dVAa LwAw IiWw1a FOdmaolw4YwabwT6 W 4 ww I4 adwo—woweAwooao*. ram. lrr7 TITLE M-2246 FIN VERTICAL INSTALLATION WWa04 w41lbdMTdwwlwy. wwlpeglelAAwiwAMap O weal aorll Al01MOOIlB A1O OOORA MG- W PId Yi SECTION B CONCRETE OR CMU--\ O G 0 2-5/8" MIN. EDGE DISTANCE I MULLION CLIP MT000022 SEE INSTALLATION NOTES ROiGHM M-2246 OPENING EXR SECTION C SEE INSTALLATION NOTES MULLION CLIP MT000022 t 1-3/8" MIN CONCRETE SILL - EMBEDMENT v fl O 4 v d SECTION A 2-5/8" MIN EDGE DIST. III TWIN OR TRIPLE MULLED NTH MULLION M-2246 M-2246 VERTICAL MULLION DESIGN LOAD IPCF) o H 21-5/6. 25-5/8 29-3/6 33-5/8' 37-7/6 41-5/8' 61-5/8 73-5/8 37-1/4- 75 a 78 76 a 76 76 78 a 78 78 41-1/4• 3-75 75 75 78 75 78 a76 78 49-1/4• a75 75 a75 a73 75 73 3,75 a75 v-1/4 a 78 78 78 a 76 a 78 75 73 1 73 57-1/4- a75 75 3,78 3-76 71 as 83 83 ss-1/4 a78 78 m 83 m m 40 48 s9-,/4 10 7f 84 m 84 81 44 43 81 47 3Q 1) CHART APPLIES ONLY TO MULLION M-2245 WHEN USED TO MULL FIXED NALFROUNOS. TRANSOMS OR SPECIALTY UNITS 2) MULLION SHALL BE 6063-75 ALUMINUM ALLOY AND TEMPER. TRANSOM HEIGHT VARIES. SEE TABLE. 4) STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE WND LOADS. 5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART SATISFY 2007 FLORIDA BUILDING CODE REOUAREMENTS FOR STRENGTH, OEFLECDON AND END REACTION ANCHORAGE. 6) MULLION 15 NOT APPROVED FAR WIND-BORNE DEBRIS REGIONS WITHOUT AN APPROVED PROTECTION OENCE INSTALLED, 7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES 8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4 Mn 1pN INCT CATION NO : 1) INSTALLATION MUST USE MULLION CUP MTODOO22. 2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY 3) INSTALL TWO (2) 3/16- DIAMETER X 2- LONG TAPCCN ANCHOR FATH MINIMUM 1-1/2- EMBEDMENT OR TWO (2) 1/4- X 2' POWERS TAPPER ANCHOR WITH MINIMUM 1-3/8- EMBEDMENT PER MANUFACTURERS INSTRUCTIONS. MI WINDOWS AND DOORS 650 ZEST IMMET STREET . CUM PA • I M-10-07D M-2246 FLANGE VERTrAL IPVSTAL1ATtON sma clowromwim 0 VARIES, SEE TABLE TWIN SH, PW OR SLIDER PATH TRANSOM, HALFROUNO. ETC. WITH HORIZONTAL MULL M-2246 SECTION B MIN. { o ROUGH OPENING EMBEDMENT v o. v 2-5/8" MIN. EDGE DISTANCE a i o 0 1 0 v v CONCRETE OR ", MULLION CLIP I O CMU MT000022 E;IERId! SEE INSTALLATION NOTES SECTION A M-2246 HOR17ONTAL MULLION DESIGN LOAD (P«) Yon Ana. 21-5/8' 25-5/8 29-5/8' 33-5/8 37-7/8 41-5/8" 61-5/8' 73-5/8 37-1/4" 76 75 76 86 63 47 iD 24 41-1/4" 75 75 75 62 51 46 28 23 49-1/4" 75 76 71 58 48 42 28 21 53-1/4" a 75 76 88 68 46 41 25 20 57-1/4' 3176 75 88 54 45 40 24 19 65-1/4" 75 76 82 81 42 38 23 18 69-1/4" 75 69 80 49 41 3y 22 17 77-1/4" 2-75 80 58 47 39 36 21 16 T-- 21-5/8" 25-5/8 29-5/8 33-5/8 37-7/8 37-7/8 37-7/8 7-l/8 TWO M1 ulnvo DETAIL I MULLION 5_P_ECIFICATION N 1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED TO MULL FIXED HALFROUNDS, TRANSOMS OR SPECIALTY UNITS 2) MULLION SHALL BE 6063-TS ALUMINUM ALLOY AND TEMPER. TRANSOM HEIGHT VARIES, SEE TABLE. 4) STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE WIND LOADS. 5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR STRENGTH, DEFLECTION AND END REACTION ANCHORAGE. 6) MULLION IS NOT APPROVED FOR WINO -BORNE DEBRIS REGIONS WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED. 7) REFER TO REPORT WE-2008-1513 FOR MULLION ANALYSES. 8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4 MULLION INSTALLATION N 1) INSTALLATION MUST USE MULLION CLIP MT000022. 2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY 3) INSTALL TWO (2) 3/16- DIAMETER X 2" LONG TAPCON ANCHOR WITH MINIMUM 1-1/2' EMBEDMENT OR TWO (2) 1/4" X 2" POWERS TAPPER ANCHOR WITH MINIMUM 1-3/8- EMBEDMENT PER MANUFACTURERS INSTRUCTIONS. ramlawl MI WINDOWS AND DOORS 650 4E'9f INIKET 311![E7 pGi=, N I70A-NA WPp0 Y8 AND DOORB r+aaaYYslr. TFTLE M-2240 FLANGE HOROWAL. INVALLATION earF Ib_w m .w.A m4eyise VOOOOIR,M YpMOLI SEEABLE 4 —TvgRIES. SEE TABLE TWIN SH, PW OR SLIDER WITH TRANSOM, HALFROUNO, ETC. WITH HORIZONTAL MULL M-2246 1 1 /2' MIN.4 EMBEDMENT UIN. WOOD FRAMING BY OTHERS ROUGH OPENING MULLION CLIP MT000022 ExtEaoR SEE INSTALLATION NOTES SECTION A III SECTION B M-2246 HORI7ONTAL MULLION DESIGN LOAD (P«) WOM MExaN 21-5/8' 25-5/8 29-5/8 33-5/8 37-7/8 41-5/8' 61-5/8' 73-5/6 37-1/4" a 75 a 75 72 69 48 43 26 21 41-1/4' 75 3.75 69 57 47 41 25 20 49-1/4" 75 75 64 63 a 30 23 f0 57-1/4" 3-75 74 60 49 41 38 22 f8 65-1/4" 75 69 66 46 30 34 21 17 69-1/4" 76 67 54 46 38 33 20 16 77-1/4' 75 83 61 42 36 32 10 16 mmsom 21-5/8" 25-5/8 29-5/8 33-5/8 37-7/8 37-7/8 37-7/8 37-7/d TWn (9) YinY9" DETAIL 1 wnemeatf / N WMOW6 AM DODR6, W- Y paloerG MULLION SPECIFICATION NOT 1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED TO MULL FIXED HALFROUNDS, TRANSOMS OR SPECIALTY UNITS 2) MULLION SHALL BE 6063-T5 ALUMINUM ALLOY AND TEMPER 3) WINDOW HEIGHT IS HEIGHT OF WINDOW BELOW TRANSOM. TRANSOM HEIGHT VARIES, SEE TABLE. WIND LOADS. 5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR STRENGTH, DEFLECTION AND END REACTION ANCHORAGE. 6) MULLION IS NOT APPROVED FOR WINO -BORNE DEBRIS REGIONS WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED. 7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES. 8) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4 MULLION IN 1) INSTALLATION MUST USE MULLION CLIP MT000022. 2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY. 3) INSTALL TWO (2) #12 X 3" LONG WOOD SCREWS WITH MINIMUM 1-1/2" EMBEDMENT. 4) WOOD FRAMING SHALL BE PRESSURE TREATED SPRUCE PINE FIR (G-0.42) on lwl MI WINDOWS AND DOOM Viffi M-2246 FIN HORIZONTAL INSTALLATION