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HomeMy WebLinkAbout1512 Elliott St 13-1544; GARAGE7 MAY J 0 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l Documented Construction Value: $ ODD Job Address: % S /!6 .s Historic District: Yes No Parcel ID: L e4 Lo( `f & K F Rama IJIsA* 4 s Zoning: 11 Description of Work: o eA j r! to Plan Review Contact Person: Phone: 3q0- :513 -138'3 Fax: E-mail: Property Owner Information Title: Name -F cr[ec"'- Phone: -340 `0 /$93 Street: J 12 SS Resident of property? City, State Zip: `Sa n 6rd Name Street City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address Building Permit Contractor Information Phone: Fax: State License No.: t Architect/ Engineer Information Square Footage: al U No. of Dwelling Units: Electrical New Service = No. of AMPS: Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical ( Duct layout required for new systems) 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 - InIn 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. 3d` /3 S at —of Oumer/Agent Date 44,e rl Ck, F P caner/Agent's Nam Signature of Notary -State of Florida Date ANAVFT'''<. Oa : OY co4f, ati : Janua, ss L Owner/Agent is Personally' o '" Produced ID Type of 111o rLORM"'I"A i- APPROVALS: ZONING: ' ° UTILITIES: ENGINEERING: COMMENTS: FORM Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally, Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 6 tl Rev 11.08 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.coin/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building pen -nit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the pen -nit 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 pen -nit 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: / :5 /9 v I, _LL—L r n 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. ate Form of Identification Must be Photo ID) 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 6 1 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all pen -nit 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. 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. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation i for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.1.4.2009 SCFA Parcel View: 31-19-31-501-OF00-0140 Page 1 of 2 p,vtct.lo+noo.,.cFn Property Record Card PR[3PIGJ<` i Parcel: 31-19-31-501-OF00-0140 APPRAISER Owner: RENE FREDERICK SR Property Address: 1512 ELLIOTT ST SANFORD, FL 32771 Back < Previous Parcel Next Parcel >IF Save Layout Reset Layout New Search Parcel: 31-19-31-501-01`00-0140 Value Summary Property Address: 1 512 ELLIOTT ST Owner: RENE FREDERICK SR Mailing: 1512 S ELLIOTT ST SANFORD, FL 32771 - 3954 Subdivision Name: BUENA VISTA ESTATES Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (1997) DOR Use Code: 01-SINGLE FAMILY 15Mai 2013 Working 2012 Certified Values Values Valuation Cost/Market Cast/Market Method Number of 1 1 Buildings Depreciated S19424 21,445 Bldg Value Depreciated EXFT Value Land Value S9,013 9,270 Market) Land Value Ag Just/Market S28,437 30,715 Value — Portability Adj Save Our Homes 0 0 Adj Amendment 1 Adj Assessed Value 28,437 30,715 Tax Amount without SOH: 13 ' 2012 Tax Bill Amount Tax Estimator Save Our Homes Savings: Map Aerial I I Both Footprint + ExtentsIFCenter ' Does NOT INCLUDE Non Ad Valorem Larger Map I I Advanced Map Dual Map View - External Assessments S113 S113 0 Legal Description LEG LOT 14 BLK F BUENA VISTA ESTATES PB 3 PG 2 Tax Details Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Assessment Value Exempt Values Taxable Value 28,437 $25,000 $3,437 28,437 $25,000 $3,437 28,437 $25,000 $3,437 28,437 $25,000 $3,437 S28,437 S25,000 $3,437 Sales Deed Date WARRANTY DEED 12/1996 QUIT CLAIM DEED 01/1977 WARRANTY DEED 01/1973 Book 03179 01138 00994 Page 0529 1473 0029 Amount 45,000 100 15,000 Vac/Imp Qualified Improved Yes Improved No Improved No Find Comparable Sales within this Subdivision Land Method Frontage FRONT FOOT & DEPTH 50 Depth 150 Units 000 Unit Price Land Value 175.00 $9,013 I Building Information Year Built Base Total Description Fixtures Actual/Effective Area SF 1 SINGLE 1957 3 672.00 952.00 FAMILY Living SF 672.00 Adj Ext Wall Value CONC $19,424 BLOCK Repl Value Appendages 31,078 http://www.scpafl.org/ParcelDetails.aspx?PID=31-19-31-501-OFOO-0140 5/30/2013 lo THIS IN JIVIEN-f, PREPARED BY-2 MARYANNE MORSEL CLERK OF C1RL;U1-I LUUKI Name: _'- Address: SEMINOLE COUNTY BK 08046 pg 0718; (ipg) CLERKI S # 2013071722 NOTICE OF COMMENCEMENT RECORDED 05/30/2013 02:56:35 PM State of Florida RECORDING FEES 10.00 County of Seminole RECORDED BY H DeVore Le L 6f Lk U`u Permit Number:—LY Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: (%( Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNEF,: ANY PAYMENTS MADE BY THE OWNER AFTER. THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER, CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR. LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR, NOTICE OF COMIMENCENIENT. Under psnaldes of perjury, I declare that I have react the foregoing and that the facts stated in it are true fio t' best of my k wled nd belief. O ner's Signature Owner's Printed Name Florida Statute 713 13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of 20 ri County ofi `)eCn`I no [-e The foregoing instrument was acknowledged before me this day of / \ 2D 13 by t-'' P 1 1) Who is pielr,4 Pnall, knovrn to me Name of person making statement `, A(v%: OR who has produced identification jL—type of identification produced:_ Ilx a ass: ow yy a r rne O x°O== c . nature •+ Q 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: "- `J // Documented Construction Value: $ f D D D Job Address: 6—/ Historic District: Yes No Parcel ID: -e /-of l 3LK F Rdeoa IJI.T 11 S Zoning: Description of Work: o cA n' 4 roazo- 10 1- Plan Review Contact Person: Title: Phone: 3qa - S13 -1$ $'3 Fax: E-mail: Property Owner Information Name rl Gl` ]\Y1e Phone: 340 .4) .'/3 " 1 50 3 Street: l /2 S i S Resident of property? : vs! S City, State Zip: Z2 UC r 3- l Contractor Information Nance Phone: Street: Fax: _ City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Leader: Address: PERMIT INFORMATION Square Footage: al U _ Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AM?S: Mechanical 0 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: g 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. S ature of Owner/Agent Date Signature of Contractor/Agent Date e e r, Gk' I I? SO P caner/Agent's Nam 5 3a-l3 Signature of Notary -State of Florida Date Owner/Agent is Personally; - Produced ID Type of APPROVALS: ZONING: M &L g-'' UTILITIES: ENGINEERING: COMMENTS: QK hP e.,6 c., 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: Rev 11.08 Revision Response to Comments Permit # 15— 1 S zf Project Address: d Contact: F i e,4 "? r/ AUG 06 2013 i g 7. Submittal Date Sr - Ph: 3 (; O T 5 3 — 9-3 Fax: Email: `i- r l k ya (10 a Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 General description of revision: ROUTING INFORMATION Utilities Waste Water 0_ Planning _ _ Engineering Fire Prevention uilding % Approvals r Fl.otlida Building Code Online Page 1 of 4 . 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Public user Product Apareval U=> EWdurt or AgollCatnn Search > ( inIrakinnIIst > Application Detall F sT g '— v FL # F18228-112 JUNApplicationTypeRevision. f Code Version 2007 Application Status Approved .-'_.-` Comments Archived © PERMIT-L- ff Product Manufacturer Masonite International J 7 Address/Phone/Emall One North "Dale Mabry Suite 950 Tampa, FL 33609 615) 441-4258 sschreiber@ masonite.com Authorized Signature Steve Schreiber sschri iber@masonite.com Technical 'Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certlflcatlon Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Y= ASTM E1300 1998 ASTM E1300 2002 ASTM E1686 2002 ASTM E1996 2002 ASTR E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By 4 Product Approval Method 'Method'I Option A http://www.floridahuilding.org/j r/pr'app dtlmpx2parain=wGEVXOwiDauttCwaNDtD3T.., :211812010 FL. LY SJOE-HINGED FIBERGLASS DOOR UNIT 8'-011 DOUBLE DOOR W17R;r ITNOUT SIDEUTES GEN6UL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO ' THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOURDA04TS AS DETERMINED BY ASCE•7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGNPRESSURES LISTED. 2- WHEN INSTALLED rN TIRE HM VELOCITY HURRICANE PROTECTIVE SYSTEM (SHUTTERS) S REQUIREDNE (z), 3. WHEN INSTNIFD IN THE WIND-BORNE DENS REGION, EXCLUDING THE NIGH VF10C71Y.HUIRRICANE ZONE (HVHZ), HURRICANE PROTECTNE SYSTEM S NOT- REQUIRED ON OPAQUE PANELS OR PANES WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WI1H NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEYaDPEO INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD tWEX OF 15 AND SMOKE'DEVELOPED INDEX OF 115 PER ASTM EB4. 5 PLASTICS TESTING OF,FiBERGLASS FACING* RT- T nCCY`GIemAm nCCInwAmnN_ RMIIT SEIJ IGNf00N TEkP ASTM D7929 003 'F > 650 'F RATE OF BURNING ASTM D635 0.79• INWN SMOKE DENSITY I ASTM D28Q 48.9X • - TENSILE STRENGTH+ I ASTM D638 7.39 DIFF 6, PLASTCS TESTING OF LIFE FRAME MATERIAL'I eer nrerorvnn necir_u&mnu CCNRT SELF IGNMTI' TELSP ASTU D1929 SW IF > 850 'F RA OF BURNING ASTTA D635 1.10 INMLN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH` I ASTM D638 _ 7.48X' DIFF GDMPARALIVE TENSILE SIFIYFSCNC:LH Ati WEENl:WNG 4500 HOURS XENON ARC METHOD 1 e 910 Au SINGLE DOORUNIT • DOUBLE DOOR_ UNIT SINC f)DOR UNIT way SILL TABLE OF CONTEMS SHEET }E DESCRIPTION 1 ICAL.(3EVATDidS do GENERAL NOTES ANCHORING LOCATIONS do IN 3 ANCHORING LOCATIONS & DETAILS 14e UV_ MCIZOL 18AME OTH •. 21 " MAX 36. 375' MAX. 37 5" {AAX - D.LO. PAN WI I FRAME ' MOTH.3 m V DI UQU61 F DDQR UNIT WfStbEut£S - AddmimbNAM1 Coltx>SalNL. N-T• COL"4c1 mFRMWBY a SiNC F DOOR LINK WIStOELITES ii 4rr- 7 a 11 UQU61 F DDQR UNIT WfStbEut£ S - AddmimbNAM1 Coltx>SalNL. N-T• COL" 4c1 mFRMWBY a SiNC F DOOR LINK WIStOELITES ii 4rr- 7 a 11 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE tS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ounvaNG WswiNG OU G OUTSWINCII X 70.0 -70.0 0 -- I9.0 4-7&1 -7 -0 0.0 -70.0 X 4 50.5 -50.5 55.0 -50.5 19.0 -19.0 40.0 -40.0 55.0 -50.5 OX ar XO 7 5 55. 0 -50.5 19.0 -19.0 40- --40.0 55.0 -5 OXO 11 50. 0 19.0 19.0 40.0 - .D 55.0 -50. OXXO 149 O.S --50 5 50.5 1 .0 -19 0 0 U p N z I WE L. LJ Lu Q.' CxUW a Z LULL 1 5 L7 N. T. S. LWJ6'. -. • sv/$ - U/ K 9Y: oruevLa was DWG-) A-FL0161-D7 sNCTs i ,> r• 3 0 8' SEE DETAIL 8' 3'.a(.4- C- 3 " S• c t•JX,1V :z s.T w E DI 3" io W 4 N W w O' 3 L M M J1in SEE DED W wKO M J • 3' 3" 3` m 6' SEE DETAIL 6' F'. - #8 x 2-1/2" SEE DETAIL Addvdmb.WA 'ASTRAGAL REFAINER BOLT HOLE 10 x 2" CeR abnE7a at 9a MUST BE DRILLED THROUGH A•i+''ew Sr THE THRESHOLD & INTO THE 8 x_ 2-1/2" Gate f) ASTRAGAt STRUCTURE DEEP- ENOUGH 10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375". THROW STRIKE PLATE TO FRAME 8 x. 2-1 /2" #10 x 2' i 0 x 1-3/A " AS SHOWN. DETAIL "F" ASTRAGAL 10 x 3/4" 0.72+ AMD6ED DEODRAME INSERT OPTIONAL) D° i0 x 5/8" 0.090' SAM me DETAIL "C" ' 0024' MHULb»—.= OIZ4`-1VAP. f , 6 x 1-1/2- pHs o DETAIL "D' z a 9E32' 1_ Drnx eat . y ;t:. s N.T.S. 7.375' 7.75'[;Zj 1.047" o0°R uu . tcy DR EOUW oow sae On- 6Y.- SWS . T T T fls s ! DR Eouk s MEPoOR o« NDaua+c .: INSWINGJHRESHOLD OUTSW LING THRESHOLD HIGH DAM 0/S THRESHOLD 1]PICAL GLAZING DFTA!!_ 3YPICAL GLAZING OETAlL oivc-4u-t ars-+ IMPACT RATE -GLASS NON—IMPAU S 2 - 3. SEE DEfMI SEE OETA C' SKr. 6. 3 t-J —7 s" • 3" -11} 4 N r a M SEE DETAIL aD D" SfiT. 2 w a6 F_ SHi Z 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. JAMS, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR. 3/16" TAPCONS, A PHYSICAL im SHIM MUST BE PLACED IN SHIM "SPACE AT EACH ANCHOR MIN LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL_ 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". IUA"x• Niu 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. Atf W K 1: KWIKSET MAXIMUM SECURITY SERIES GRADE .2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1 /2" • CENTERLINE. Ia. KWIKSET MAXIMUM SECURITY SERIES GRADE.2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8"•GRADE 1 ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED A14ND ) CH AT SIDE OF ACTIVE DOOR PANEL — (1) AT TOP 2. 4" X 4" FULL MORTISE BUTT HINGES. mdad ta" ca flc 6mlb: N--T_ a6c.eo mvw Dat3I"n'Ioa z p NU CO c .ziE tui5w zoo 0 I co m- t 5. 07 N.T.S. oxc SINS cxw an SIDE-HINGEC 1`IBERGLASS DOOR UNIT VLO" GLAZED DOUliL'E DOOR WITFf r WITHOUT SIDELITES CENERAL NOTES - 1. EVALUATED I`OR USE IN LOCATIONS ADHERING TO THE R.ORIDA BUKDING'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 WHENHURRICANEPRROTECTIVEIEDINTHE HIGH VELOCITY SYSTEM (SHUITERS) RRICANE ZONE (HVHz). S REQUIRED. 3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. EXCLUDING THE DOH V=CRY HURRICANE ZONE (HMZ). HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRE ,ON PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS, 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E4 POL.YSIYRENit CORE FLAME SPREAD INDEX OF 15 AND SMOKE DMO-OPED INDEX OF 115' PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING. TEST DESCRIPTION DESIGNATION RESULT SELF IGNITIONTEMP AS1`M D1929 803 '? > 650 'F RATE OF BURNING ASTM D635 0.79 IN MIN SMOKE DENSITY I ASTM 02843 d$ 9':. = TENSILE• STRENGTH+ •I ASM- 0638 3X DIFF S. PLA 7IGS TEnNQ OF UM FTL(ME MATERW: TF' ST I'W''RIPIR M nMr IJAIM 1 QmllT SELF IGNITION TEMP ASRM DI95M 680 'F > 650 'F RATE OF BURNING ASTM 0635 1.10 IN AIN SMOKE Dignify ASTM D2843 69.67. - TENSILE STRENGTH+ I ASTM D638 7.48% DIFF 149' IM Oti'EM MUE IRDIH 21 " MAX 36.375" ANAL 37S" MAX. IFRAMEWIDTHO.LO. WI UVELT7RAG L vf Q a p I' WMr' 1VNI,RVC IGVaIR.0 IM11114111 /NICK 1TC111111KIRU - 4500 HOURS XENON ARC METHOD 1 o SINGLE DOOR LINN DOABLE D1 jOR UNIT SINGt F DOOR U14IT SINGI F DOORUNIT WITH SrDt10E MM SIDELiTE TABLE OF CONTENTS SHEET DESCRIPTION 1 i ! TYPICAL AMNS & GENER& N07-S 2 CHORINO CATIONS do DETAILS 3 ANCHORING L004TIONS & DETAILS I 91• : Ifigo if e: ' / L•7l• rar, ; f _ r! a 11 a I a ns ? 5 07 L- N.T.S. GAL BY: S1Y! dnr. ttr. tlbtx5N6 hlD.+ , DYIG— MA-fL0I6.' 8- SEE DETAIL - 6^ ` 3^ 3 ` 3' 3` SEE DE N `C` r lr I fi: s' E s• s- Ii• 1 L- A A i rr- s~ s` rl 8" 3- s- rr N SEE DED D SEE DETAIL 3" 3" 3 - 5« 3. 3 , e 6` SEE DETAR 6' 8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE 10 x 2" MUST BE DRILLED THROUGH_ THE THRESHOLD 8c INTO .THE DETAIL "E" ASTRAG4 , 8 x 2-1f2 STRUCTURE DEEP INTO 10 x 518" A7TACH'ASTRAGAL RETAINER 60LT FOR A 1.375" THROW 10 x 7-•3/4" STRIKE PLATE TO FRAME jf8 x 2-1/2" AS SHOWN. DETAIL E" ASiRAGAL 10 x 2" _ a #10 x• 3/4" DA24- , NWAED DEoonATM WSW ootr sae 10 x 51$" o_000• swa m(oPnw 0e os souu\ D AtEj L ".C" _ 0124AWruvm m24 rn+r. `+. Ss x i-I/z• vrts DETAIL " D' Add? mfortM1SQ '. . yam•;,.;; Ne: N'T L dCo40 • ^.-"v; ' cow aazXOR E y>`wt 1. 375' Rsvl E - oow sae OR F.0f f F3ZE6148 *MFMB FLTEBiQ3 JHTERIC INSWING THRE11jOLO OUTSWING ]j RESHOLD TYPICAL GLAZING DETAIL TYPICAL GLAZING QE.TAfLtUPACT RATED GLASS NO j—[MPACT GLASS sc.+ iE N_.T.S. v xt. er; SW5 . CML BY: SEE I c. S SEE DETM t" SHE 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 • 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 ACHEIVEMEP E OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD SUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. I 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171. LBS. f• a• J 4 a t SEE MAIL ro" SHT. z 3" 1`3i 1 -11 E I 3" 3"""j lI 1 i 3" 3" g. 3• g• 8' nn,,,oc chu CRl tl C 25' s lm TYPICAL ANCHOR INSTALLATION 4-9/16" MIN JAMB e w I 1. JKWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1 /2" CENTERLINE. 1a. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2"' CENTERLINE, MINIMUM 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. 2. 4" X 4" FULL MORTISE BUTT HINGES. ldd mtotld>,9 CerHfic ilta: 6ta9©r C a 21 Ll Qt _l Lcj L z cr ! o0 a Qd c Isum N.T.s. or SIDE -HINGED FIBERGLASS DOOR UNIT Z'-D"GLRZEDDOUBL'EDOORW17N/WITHOUT SIDELITES " FN At N4 I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE. REQUIREMENTS AS DEIERMINEO BY ASCE 7, MINIMUM - DESIGN LOADS FOR BUILDINGS AND `OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN ,THE HIGH VEL0CIIY HURRICANE ZONE (HVHZ), HURRICANE PROTECTWE SYSTEM (SHUTTERS) IS REQUIRED. 3 WHEN INSTALLED IN THE WIND --BORNE DEBRIS REGION. EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HWHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON 13ANEL5 WITH IMPAC:T'GLASS, BUT is REQUIRED ON PANELS WITH NON -IMPACT GLASS, 4, POLYURETWWE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DENEUOFjW INDEX OF 60 PER AMM E84 POLYSTYRENt COTS FLAME SPREAO INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM EB4., 5. PLASTICS TESi1NG OF FIBERGLASS FACING: C .•'1' MLCMIOTIi1W 4eCINY SELF IGNITION TEMPAMU D19 9 603 •F > 650 'F RATE OF BURNING ASTM 0635 0.79 IN MIN SMOKE DENSITY ASIAI D2843 48:MC TENSILE - STRENGTH* - I ASN D838 3X #TIFF 6- P'LAS[iC5 Ith; I OF I,FIE FRAME MATERIAU ml= nC .fv m nCetrW-MM -1- SELF IGNITION TEMP ASTM 01929 00 'F > 636 'F RATE OF BURNING ASTM 0835 1.10 IN IN SMOKE DENSITY AM 02843 69.69 TENSILE STRENGTH- ASTM D636 7.465 DIFF 4VMrAKAIIVL 10A>ILG SIHENGTH AFTEK WEATHERING 4500 HOURS XENON ARC METHOD T r rmoLg DQ R UNl'T DOUBLE QQ,QR UNIT TABLE OF CONTENTS SHEET DESCRIPTION _ TYPICAL ELEVATIONS & QENERAL NOTE5 2 ANCHORING LCgJIONS & DETAILS 3 ANCHORING LOCATIONS de DETAILS Mr 4W OYERAiL fR W WIDni 21 " AW 39-375" MAX.' 37. 5' MAX. PANELWIDTHFRA 466 WIDTH W/ASTRAGAL n QQUBLE DOOR_UN[T W IAEL(tE5 IbbrambNblU 1i10.: T4"'LQ6 9b 2- SINGLE WOR I&T SINGLE DOOR UNJT SINGLE DOOR yRWTT„ Y//', I -F WITH SIOF1 ym SIOEUTF W ERE WATER INFILTRAT1611 P RMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE I rf nmmnevunnty1IWc,.nun-"1-iseTinTTF .,.cwi' n"T X 4 .0 O 4,3 0 0 19-0 19.0 D.O 40.0 XX 74 40.0 45.0 43.0 7.0 19,0 9.0 4 . 0 OX or X 75 40.0 d5-0 0 4 .0 19.tr 40.0 40.0 O 0 1 T 0 45.0 43.0 7.0 3 9.0 79.0 OXXO 1 1+9 4-40.0 4 .0 45.0 47.0 19.D y _ ram.- •; B cx( o c) U C6 co CV O W U cc 5cUi z LLI zoo CD Ism-- N.T.S. o' xc. Bn STYS am 6r OF B' SEE DEML rs t•_I Lam. 3 1_Li• La" _ _. r".. _ .':I I ' Y6` 3" OE T- 1 B B L A A II1r- 6 6' 6" II N M . ath SEE DFV D. a w 0 ' U SEE DETAIL 3 1 3 T-- _ 6• 6• — 6- SEE DETAIL 6• # 8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE ' QRTHROUGILLEO#10 x 2" THE THI2ESMOLD &1NT0THE 8 x 2—i/2" DETAIL T" ASTRAGAL STRUCTURE DEER ENOUG#10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT iii;"'FM0U RA i.3T5" THROW x 2-1/2" #10 x ,1-314" STRIKE PLATE TO FRAME OETAfL "F"'ASTRAGAL 10 x 2" AS SHOWN. 10 x 3/4" oas+ ANNUM DECORAVVE WSOU p < o Rorr W ornv asz o. oeo' se ic nc 10x5/8 atlas• MHFAUD .mu• mm. ; Fa x 1-1/r pHs DETAIL " D" Mdrrdunc ktl9 -. ,-, y y.c 0. 9621 Fb:_ ( ORRiaawi ODOW REoua • ~'• 1. 379' ""`;• OR 3UA T T was B INSWING THRESHOLD OUTSWING THRESHOLD TYPICADETAIL TYPICAL GLAZING DETAIL IMPACT RAID GLASS LION —IMPACT GLASS o - N 0 d Ld z oc h- OC) r. owc. sws CNfC 81: sFF fjFrAIL DETAIL SHT, 2 I SEE DETXI J'' F" SHT. 2 ATTACHMENT QUAIL 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 10WOOD SCREWFASTENERS 3ANALYZED L6" TAPCONS. I A PHINCLUDE PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSIJN&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMEP OF 1—i/ 2" MINIMUM EMBEDMENT. THE TAPGON MUST ACHIEVI~ 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 JAMS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.- B e 3" 3" I II 6. B" r II I1.^ KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO .BE INSTALLED AT 10. 1 / 2„ .CENTERLINE. la, KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED MINIMUM AT 5- 11(ANSI/BHMA S 8" GRADE 1 Al56.16) SURFACEMBoOL NSTALLED ON LATCH SIDE OF ACTIVE DOOR. PANEL — (1) AT TOP AND (1) AT BOTTOM. 4" FULL MORTISE BUTT HINGES. 41 ninNAY! CFi batFfa: h1^1' ( 6(a9df3 DiN i N er: SNtS ! NC lq.. A44,-FL0163- 07 i 3 od 3 summary of Products FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and 0/S Single Door Limits of Use i Certification Agency Certificate . Approved for use in, HVHZ: Yes FL8228 R2 QCAC NI006906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +85.0/-85.0 Installation Instructions . Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Detall 68 Opaaue.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management. Hurricane Zone, and where pressure requirements as Insttute, determined -by ASCE 7, does 'not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x'6'-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ; but not Created by Independent Third Party: required In the Wind Borne Debris Region. 'See DWG-MA- FL0160-07 for additional information. 8228.2 JIFIberglass Side -Hinged Door Unit 8'-0" O a ue I/S and 0/5 Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R2 C_.CAC N1006900 ndf Approved foruse outside HVHZ: Yes Qyaltty Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: -70,0/-70,0 Installation Instructions Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Details 80 Opaaue pdf Florida Building Code Including the High Velocity Verified By: National Accreditation &Management Hurricane Zone, and where pressure requirements as Institute, d etermined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Created by Independent Third Party: required in the Wind Bome Debris Region. See DWG -MA- FLO161-07 for additional Information. 0228.3 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-50.5 Installation Instructions other: Evaluated for use In locations adhering to the FLi 22g R2 II Anchor Detall 68 Opaque pdf Florida Building Code including the High Velocity . Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as' Institute' determined by ASCE 7,• does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurrlcane protective system required In HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG -MA- FLO160-07 for additional Information. 8228,4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency. Certificate Approved for use In HVHZ: Yes FL8228 R2 C CAC NI006900.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact ResIstarit: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use In locations adhering to the FL8228 R2 II An hgr Detall 68 Ooaaue.odf Florida Building Code Induding.the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: - pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MA- FL0160-07 for addltional Information. 8228.5 Fiberglass Slde-Hinged Door Unit 8'-0" Opaque Inswing Single or Double_ Door w/ or w/o- Sidelites Limits of Use ,r. Certification Agency Certificate• Approved for use In HVHZ: Yes FL8228 R2 C CAC' NI006900.p(Jf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date htti)://w.ww.flotidabuildilia.or Jnr/nr ann dtl.>' ?nar i.m--wC'TP;V)(OvAnnliflc'WAivMtn T IM R00i f) Florida. Building Code Online Page 3 of 4 impact Resistant: Yes' Design Pressure: +50.5/-50.5 other: Evaluated for use In locations adhering to the lorlda Building Code including the High Velocity iurricane Zone, and where pressure requirements as ietermined by ASCE 7, does not exceed the design ressures listed. 12,-0" x 8'-0" max n'ominai size. iurricane protective 'system required In HVHZ, but not squired in the Wind Borne Debris Region. See DWG -MA- FLO161-07 for additional Information. 8228.6 Fiberglass: Side -Hinged Door Unit mits of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity - Hurricane Zone, and where pressurb requirements as determined by ASCE 7, does not exceed the design pressures listed.12'4" x 8`0" max nominal, size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG -MA 7 • fiberglass Side -Hinged Door Unit im'its of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: '+52.0/-52.0 other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 61-8" max nominal size. . Hurricane protective system required In HVHZ, but not reaulred in the Wind Borne Debris Region. See DWG-MA- 8 Fiberglass Side -Hinged Door Unit nstallatlon Instructions Verl€led By: National Accreditation & 1anagement institute, Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 1'-0" Opaque outswing Single or Double.Door w/ or w/o Idelites Iertificatlon Agency Certificate R228 R2 C SAC NI006 OO.odf 2uality Assurance Contract Expiration Date Installation Instructions FL8228 R2 It Anchor Details 80 Ooaq=pd Verifled.By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6-8" .Glazed Inswing Single or Double Door w/ or w/o Sldelites - Certifcation Agency Certificate Ft Riga R7 CAC IOOfi90 .ndf ' quality Assurance Contract Expiration Date installation Instructions F' 8228 oz II Anchor Detail 68 Glazed,rxif , Verified By: National Accreditation & Management Emits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0". x 6'-8" max nominal, size. Hurricane protective system required in HVHZ, but not reaulred In the Wind Borne Debris Region. See DWG-MA- a7ytx_q Flberqiass Side -Hinged Door Unit nstitute, Created by Independent Third Party: valuation Reports Created by Independent Third Party: 6'-8" Glazed Outswing Single or Double Door w/ or w/o + :_ • .: :: Sidelites Certification Agency Certificate _ FL8228 R2 CAf" NI00690 .Rdi quality Assurance Contract Expiration date Installation Instructions FI aZa R2 ii Anchor Detail 68 Glazed.o Verified By: National Accreditation & Management ' Imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +40.0/ 45.0 other. Evaluated for use In locations adhering to the lorlda Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-011. max nominal size.. - Hurricane protective system required In HVHZ, but not required in the Wind Borne Debris Region. See DW6;.MA- Fi_nY63-07 for additional informatlon.. Sid&Hinged Door Unit Created by Independent Third Party: Valuation Reports Created by IadependentThird Party: d Inswing Single or Dou on AsrencV Certificate Zua iiy-Assurance contract Expiration Date fnstallation instructions E.U228 R2 II Anchor Detalic 80 Glazed.odf Verified By: National, Accreditation & Management t Created by Independent Third Party: valuation Reports Created by Independent Third Party: Glazed Outswing Single or Door• w/ orw/o r its of Use Certification Agency Certificate proved for us.e to HVHZ: Yes EL8228 R2 QAC HIMag0.ndf litti)://www.floridabuildinR.Ora/Dr/IDr ap>a dtl:a§nx?baram=wGBVXOwtDauftCwaMPtn3T... Florida Building Code Online Page 4 of 4 Approved for'use outside HVHZ:.Yes Quality Assurance contract Expiration Date a i t' Impact Resistant: Yes Design Pressure: +43.0/-47.0 installation Instructions Other: Evaluated for use In locations adhering to the FI 8226 Ry rr Anrfinr DetalE 80 Glazed odf Florida Building Code Including the Hlgh Velocity Verined By- National Accreditation &Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x V-0" max liominal size. Evaluation. Reports Hurricane protective system required in HVHZ, but not Created by Independent Third Party: requlred•In the Wind Borne Debris Region. See DWG-MA- FL.0163-07 for additional information. Back Next s 1 l:e-ed'tWla6tmt!gn Department of Community A(ralrs i Florida Butidhjg Code Online Codas and Standards 2555 Shumard Oak Boulevard74 Tallahassee, fkddd32398-2100 850) 187-1824, Fax(850) 414-8436 - - 0 2000-2010 The State of Florlda. All itghts reserved, S%xlGL5U vev I Qmla Y.SlsiCopyrightStatementIAn•e=51Wji tv sty a.. 1CM=t I aUQA12QftA= I Sj},s ittller _ Product Approval Accepts: Y'+tlLlpw- YLAfI7+ i r. t+. i f 'r., 2 ''!. '•['i. fit. httt)://www.floridabuildinir.orglnr/nr ann dtl.asnx?ncram--wGEVXOwtDauftCwaiVlPtD3T,.. • 2/18/2010 Florida Building Code Online Page 1 of 4 . q, BCIS Home Log. In User Registration . Hot Topics Submit Surcharge stets & Facts Publications •FBc stars, Bcls site Map Unks Search r 0-UpIrlo, duct Approval: PUBIIc Userr - Product Annraval tj=> Produrt er Angllcati, Search > Application tkt >.Application Detail FL # I'l-8228-112 i Application Type Revlslon Code Versloh 200'7 f p Apppcatlon Status Approved r Comments Archived p Product Manufacturer Mason[te International Address/Phone/Email One North bale Mabry Suite 950 Tampa, FL 33609 615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com ' Technlcal Representative Address/Phone/Email ; Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Marls or Usting Certlflcatlon Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E1300 1998 ASTM E1300 2002 ASTM E1886 2002 ASTM E1996 2002 ASTR E330 2002 TAS 202 1994 Equlvalence of Product Standards Certlfled By Product Approval Method Method i Option A h4://www.floriddbuilding.org/pr/pr 'app dtl.aspx2paraTn=wGEVXOwtDauftCwaWtn3T.., .:2/18/2010 - I S10E-HINGED FIBERGLASS DOOR UNIT 8'4)' DOUBLE DOOR W";r WITHOUT SIDELITES GENERAL ND7FS 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. HURINSTALLED VHITE4RSRREIR(z) HUIWM PROTECTIVE HUT1E) IS REQUIRED 3. WHEN INSTALLED EDIN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VaDCTIY.HURRICMiE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT- REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVcn.OPEO INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE -DEVELOPED INDEX OF 115 PER ASTM E34. 5. PLASTICS TESTING OF .FIBERGLASS FACING' TFS' r nmrRIP'i1nN nFRIGNATInN- RF3LILT SElD IGNITON TE3IP ASTM D1929 B03 'F > 650 'F RATE OF BURNING ASTM D635 1 0.79 LNMFN SMOKE DENSITY I ASRti D28Q 48.9X • TENSILE STRENGTH* I ASTM 0638 i -7.39 DIFF 6, PLASTICS TESTING OF UTE FRAME MATERIAL• I SELF IGNITION TEMP ASTM_D1929 BBD 'F > 850 'F 11 RATE' OF BURNING ASTM 0635 1.10 WIMIN SMOKE 0I31SRY ASTM 62843 69-BS TENSILE STRENGTH' ASTM D638 1 -7.485 DIFF GVMPAHAIIVE. TENSILE SUicRG1H Ai7L IT WFATHM140 , 4500 HOURS XENON ARC METHOD 1 e SINGLE DOOR UNIT DOUEIL DOOR UNTf fN G/I{E, D O U NIT JWITH [ YL TALE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 1ANCHORING LOCATIONS dt D AILS 3 ANCHORING LOCATIONS & DETAILS He /40- 04FRAIL FME WIDTH _ .. 21 • MAX 36.VS' MAX. 37.5• MAX D.LO. WIC { FRAME WIDTH a C O J eI a i rill, 7111 QQUBIF DOOR UNfF W/SOELRES %>>'tdallBflA(i1 Dati 5• r,rr : T R l hr >lrr • 7 a Lam. DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANI. REQUIRED TO BE 15% OF -DESIGN. -PRESSURE CON G MAX WIDTH INStTlNG NG INSWING OU G NG• 7 .0 - 70.0 4- -19.0 70.0 -7 _0 0.0 -70.0 X 4 50.5 -50.5 0 -50.5 19.0 -19.0 40.0 -4-0.0 55.D 0.5 0X ar XO 75 5 55.0 _50.5 19.0 -19.0 40-0 4Q.0 55.0 -50,5 OXO 11 50.5 4 -50.5 55.0 19.0 ;19.0 40.0 -40.0 55.0 -5D. OXXO 149 50.5 1 -50 5 5 '. -50.5 1 .0 -19 40.0 n.yn wm nucm.wa uca.yu rL 0 o U q D; N tart W LU Lu O I. Ocr U awc. : • SVIS CiaC Bf: Af I = SEE DETAIL, ! 3. -r3* DE 6. \ k 6. S. cw w 0 l!r r6'-- l 1 9 wo W 0m 3- k- 3- t - t . I 6. 6. 31 3- to SEE MAIL x ASTRAGAL RETAINER BOLT HOLE 2" MUST BE DRILLED THROUGH Addnd mtoH THE THRESHOLD & INTO THE 8 x. 2-1/2" Ffwo_r_ 6 -,' DETAIL "E" ASTRAGAL STRUCTURE DEEP- ENOUGH 10 x 518" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375", THROW 10 x 1-314' STRIKE PLATE TO FRAME 10 x 2" - AS SHOWN. DETAIL "F" ASTRAGAL 10 x 3/4" o.12e AWMEO DECORAME RISERT COW 832 0.090" SAM 00 Cw-nMIAL) io )c 518 DETAIL "C'• ' 0.124, mmm . = .0124^ -79UP. #6 x 1-1/2- pHs DETAIL -D' iG 90.982*1 WN 832MY832w,_. 1,75' [;1.0 7- OR EQUAL. OR EOUAL 1.375' DOW M32 OR ZOLIAL, T T T Boa a EMTMO INSWING JHRESHOL0 OUTSWING THRESHOLQ HIGH DAM O/S THRESHOLD TYPICAL GLAZING 19FrAll MICAL GLAZING— -DEr IMP —ACT RATED GLASS NON —IMPACT GLASS SEE DET, SEE DETAIL I I I Irl"ll By, SWS I SEE DEMIL a SEE DETAIL D' SHT. 2 w wa0 I SEE MA D' sm T_ io r stir. 2 ATTACHMENT DI TAIL 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 M!NBEPLACEDINSHIMSPACEATEACHANCHOR LOCATION. VAXSHIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NOA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 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 L.BS. K W K 1. KWIKSEf MAXIMUM SECURITY SERIES GRADE .2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLEDIAT10-1 /2" ' CEN'ITERLINE. 1a. KWIKSET MAXIMUM SECURITY SERIES GRADE. 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 5'• =GRADE 1 ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LAT ATSIBDEETO©MACTIVE DOOR PANEL — (1) AT TOP 2. 4" X 4" FULL MORTISE BUTT HINGES. mwdwnutwo WmkU Cer a6onFb: a[3 40 Rrwim ed§ a N. T.S. oar- w: Sws cGG w. A 0 SIDE -HINGED 1=rB>;RGLASS DOOR UNIT 8'V* GLAZED DOL 1BL'E DOOR WITHI WITHOUT SIDEI.ITES GENERAL NOTES . 1, EVALUATED FOR USE IN LOCAnoNs ADHERING TO THE FLORIDA BUILDING -CODE AND WHERE PRESSURE REQUIRENENit AS DETERMINED BY ASCE 7. MINIMUM DESIGN WADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTED. 2. WHEN INSt4LED IN THE HIGH VELOCITY HURRICANE HURRICANE BR=CRVE SYSTEM (SHUTTERS}5 EEQUIRED. ( z 3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. EXCLUDING THE HIGN VELDCrrY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REOUIRED ,ON PANELS WITH IMPACT GLASS, 8UT IS REQUIRED ON PANELS WITH NON —IMPACT GLASS. - 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E54 POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115- PER ASTM EB4. 5. PLASTICS TESTING OF FIBERGL&SS FACING: TESY DESCRPTIDN DESWNATTCN RESULT SEIF 1GNmON P ASTM Dima03 F > 6sD 'F RATE OF 9URNING 1 AMU D535 0.79 IN/MIN SMOKE DENSITY ASTM 02847 1 •48;51% 1 T£NSILE•$TRENGTN+ • I AS14 D638 3%+RIFF S. PL4S[1G5 TESttNO OF I.f#£ FRAME MATERIAL, 7eer nrertaivnnu nrrrn.l.nn occeui• SELF IGNITION TEMP ASDd DT929 6B0 'F > 850 'F RATE OF BURNING ASTM 0635 1.T0 tN NIN 69.67 7.48% RIFF SMOKE DENSITY I ASTM D2843 TENSILE STRENGTH* ASTU D638 -- TENSILECOWFARXUvE 4500 HOURS XENON ARC METHOD 1 Li Li, ANGLE DOOR , UN17 DOUBLE DOOR UNIT STNG1 F DOOR UNIT W1TH $1Ua TABLE OF CONTENTS _ SHEET DESCRIPTION 1 iTYPICAL ELEVATIONS A GENERAL NOTES 2 CHORlNGCOTTONS & O AILS 3 IANCHORING LOCATIONS A: DETAILS 149* RU OVMU fRQf MOM 21" u4x 36.375' ),m 37 5" MAX O.LO, OAUW/ STRACDAL FRAME WIM p r J rnasr r/r •, rx T 0 qi 4 Ad55cdXmbNAN! Ip 6 9• DWRIF DOER - or Vsip I S MT. S. arts, sr. sWS . lam ft OF 8- SEE DETAIL 6' ' 1n N SEE DE N C. N 1 I 3" 3' 6` SEE DETAIL 6« 8 x 2— i/2" ASTRAGAL RETAINER BOLT HOLE 10 x 2" MUST HE DRILLED THROUGH. THE THRESHOLD &INTO .THE 8 x 2—t/2" DETAIL -E" ASTRAGAj, STRUCTURE DEEP ENOUGH ' 10 x 5/8" ATTACH'ASTRAGAL RETAINER BOLT"rFOR A 1.375" THROW 10 x 1-3/4" STRIKE PLATE TD FRAME „ OETAfL F' A_ G8x2•-'!/2" Ito x 2" AS SHOWN. .. 110 x• 3/4" o-i2e ANWAlm DECORATIVE INSERT DOw 032 10 x 5/8" o.DOD• swat me-(OMIDNAI.) OR EouAt QUAIL ".C" _ aTzr aruw mz4To+r. is x t—t/z• aas DETAIL " AddvdlmfoRA l •. ,.. N y, 0. 962' R 6 4a cow as2 x .ti 1. 375- ,- ^[0-- De f{sv1 DR EowL y n OOED V& T I P]flFMOR $1IE614$ «.• J BIQB INSWING THIjE~SHOLO OUTSWING iNRESHOLD SIPICAL GLAZING DETAIL iYP1CAC G A_71NG D AIL IMPACT RATFO GLASS •NON —IMPACT GLASS SEE DETAIL C. W r 8 L- A A 8 B i rr rr 1 1 rt i sHK wi . t7+t6. BYg sws . CNK. BY: pal SEE DETNL SEES: DE C" SH SEE OETAIL ID' SF1T. 2 3" 3" SHr. 2 ATTACHMENT DETAIL 1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, u.onu,eoc cv+urntn G 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 Aso• - SHIM MUST BE PLACED IN SHIM SPACE A7 EACH ANCHOR WN _ o zYs• LOCATION. , otfOM 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". . 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. 1. KWIKSET MAXIMUM SECURITY SERIES GRADI; 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2," CENTERLINE. 1a. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1 /2" CENTERLINE, MINIMUM 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. 2, 4" X 4" FULL MORTISE BUTT HINGES. AU drmlotl+il9 - vi"wDr - 1 i m a i scx : N.T.S. oan. BY. VIS cm ere oRkmtc Na, OwG-YA-Fortes-oz! Sri r 3 of 3 J' SIDE -HINGED 1=FBERGLASS DOOR UNIT 6'=0' GLAZED DOT7BLtFDO'OR 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- OESIGN LOADS FOR BUILDINGS AND `OTHER STRUCTURES, ODES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 H CANE PIEIDRRO HIGHTEMVELOCITYTTTiERSS)) I5 REQUIRED t +il. ' 3 VVHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (WHZ), HURRICANE PROTECTriE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS mm NON —IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEEVELOPED INDEX OF 60 PER ASTM E54 POLYSTYRENE CORM FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER AS1'M E84., 5..PLASTICS iESRNG OF FIBERGLASS FACING: TC4T ntC/`n 10TIf1A1 nmr_v+nnv bRIHT ' SELF IGNITION YpAPA5TA1 pT9 9 803 'F > 650 'F RATE OF BURNING ASTM 0835 0.79 IN MIN SMOKE DENSITY • ASTM D2843 4A.TC TENSILE - STRENGTH• . ASTM. =8 3% OIFF 6. PLA4'[LCS .TESTING OF LIM FRAME MATERIAL TFCT Mg plc nu nc mmnv o nr SELF IGNITION TEMP D1929 68D 'F > 630 'F RATE OF BURNING AM 0635 1 1.10 IN/MIN SPOKE DENSITY AST14 02843 69.6% TENSILE STRENGTH* ASTM 0636 7.4= D)FF WWAiAINt 1GYJIL,t SIHftNXiTH AHtH WWHEAING 4500 HOURS XENON ARC METHOD i flu Lj MG IjXZQR UNIT' DOUBLE ,j 006 VNRTABLE OF CONTENTS SHEET DESCRISMON Al TYPICAL ELE_VATIONS'dc G ET AL NOTES 2 ANCHORING LOCATIONS 3e bETA 3 IANCHORING LOCATIONS do DETAILS e• 4 NCI F QOGR L//JfT' VVTTH SIDFX ti£ 14r AW XriAMI. FRMIE WIDTH 21' M" 36.375' MAX.' D. L.O. PANEL WIDTH 37.5' MAX. FRAME WIDTH W/ASTRAGAL p Q i a 4 LJJIL- i SINGLE DOOR UNIF wmi SIOELITE QQUBLE DOOR UNTf W/SLOEI f1 ES SWGLF' DOOR UbFM f51OFLRE2 Adivftb" CnCI X:irnNa: N"C„649b D B 1r C.) N " O00 Zot: CV O LPL] Lz Z: z W zoo c MTL 9 $Z 7 sr X=• N.T.S. vxc 0r. S1y5 QUC 9Y: DWG-- 144-FL0163-4 SHEET T OF 3 6": : L: SEE DETAIL of 1 L n SEE DET D' SEE DETAIL 3»I 3„ SEE MAIL • ,._ VIM— 3 R . J 3„ j I ,.) I.._ 6• 6• `I I` • 1 i'' 6' F`8 x 2--1/2" 1'8 x 2-1/2" 8 x 2-112" fi DETAfL "D„ I - 0.962 1.376, T NSWING THRESHOLD OUTSWING THRESHOLD ASTRAGAL RETAINER 801-1 HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE - DETAIL "E" ASTRAGAL STRUCTURE DEER ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME AS SHOWN. OEtAIL "F"•ASTRAGAL 90' AFEX 11090' SAFEX iIK3 OPQ?A1rIFESgT in?lIONAI) W 124' M"FALM 4124' TEMP. 1-1f2' PMS DO' N 832 DR EOIW. O872 OR EOIIA'. ae Faun. OR LIAtEXTFRIQ TYPICAL GLAZING DETAIL EUERM> TYPICAL GLAZING DETAIL IMPACT RATED_ GLASS NOR —IMPACT GtA,4S sU* Err; SWS Cuwcm NK 8C or r- N SEE C A N "C' SI SEE DETAIL F" SHT. 2 ATTACMENT QUAI . 1.. ANCHOR ANALYSIS FOR LOADING CONDMONS PREPARED, SIGNED. AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS d DETAIL SHT. 2 BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE- 110 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL--I 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" 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.• 6" 6' B S" 3. r 6' 6' F1NRVY mmc JI,F{GVV 4L 1. KWIKSEC MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO .BE INSTALLED AT 10-1 /2" 'CENTERLINE. la, ICWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM W{TH 8" GRADE 1 ANSI/BHMA Al56.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR. PANEL — (1) AT TOP AND (1) AT BOTTOM. FULL MORTISE BUTT HINGES. Gat• tb.: t3(o9oD DskRnie+re¢ v N.T.S. osrc ar SINS cafw dr: _ Summary of Products FL # Model, Number or Name Description 8228.1 IFIberglass Side -Hinged Dbor UntC 6'-8" Opa ue I/5 and O/S Single Door Limits of Use Certification Agency Certificate . Approved for use in, HVHZ: Yes FL8228, R2 C; CAC NI006906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +85,0/-85.0 linstallation Instructions . Other: Evaluated for use in locations adhering to the' FL8228 R2 II Anchor Detail 68 Opaque.p Florida Building Code Including the High Velocity Verified By: Natlonal Accreditation & Management. Hurricane Zone, and where pressure requirements as Institute, determined.by ASCE 7, does 'not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x'6'-B" max nominal size. Evaluation Reports Hurricane protective system required fn HVHZ; but not Created by Independent Third Party: required in the Wind Borne Debris Reglon.'See DWG-MA- FL0160-07 for additional Information. 8228.2 Flber lass Side -Hinged Door Unit 8'-0" opaque I/S and O/S Sln le Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Fd 822E R2 C CAC NI006900.oddf, Approved for'use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes - Design Pressure: +70.0/-70.0 Ipstallation Instructions Other: Evaluated for use In locations adhering to the FL822 0 R2 Ii Anchor Details 80 Opaaue odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG -MA: FLO161-07 for additional Information. 8228.3 Fiberglass Side -Hinged Door Unit 6'-B" Opaque Inswing Single or Double Door w/or w/o Sldelltes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Detail 68 opaque,Ddf Florida Building Code including the High Veloclty Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as' Institute,' determined by ASCE 7,, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not I Created by Independent Third Party: required in the Wind Borne Debris Region. See DWG -MA- FLO160-07 for additional Information. 8228,4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency. Certificate Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Otherr•Evaluated for use In locations adhering to the FL8228 R2 II Anchor Derall 6a Qpi5qge.pdf Florida Building Code Inciuding.the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: . pressui es listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Qreated by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MA- FLO160-07 for addltional Information. 8228.5 11FIberalass Side -Hinged Door Unit 8'-0" opaque Inswing Single or Double Door w/ or w/o- Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8228 RZ C CAC' NI006900.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date httt-o://www.floiidabuildiiiL.orJJnr/nr ann dtl.asnx?nary.m-uCTF:V)(nvA-)rniftC`.waNvMtnRT, 9/1R/)nl11 . Florida Building Code Online Impact Resistant: Yes' Design Pressure: +50.5/-50.5 Other: Evaluated for use In locations adhering to the Florlda Butlding Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does riot exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required In HVHZ, but not required in the Wind Borne Debris Region. See DWG -MA- FLO161-07 for additional information. Side -binged Door Unit lmits of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55A/-50.5 other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity - Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures Ilsted.12'-0" x 8'-0" max nominal, size. Hurricane protective system required In HVHZ, but not required in the Wind Borne Debris Reglon. See DWG -MA FLO161-07 for additional Information. Fiberalass Side -Hinged Door Unit nstaiiation Instructions 82 8 RZ II Anchor uetaus ou vo{ys~,t+.i. VerlBed By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8'- 0" Opaque outswing Single or Double Door w/ or w/o im' its of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, arid where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 61-8" max nominal size. . Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA- FL0162- 07 for additional Information.- Side- H[nged Door Unit units of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +55,0/-5S,0 other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as , determined by ASCE 7, does not exceed the design pressures listed. 12'-0". x 6'-8" max nominal. slze. Hurricane protective system required in HVHZ, but not required In the Wind Borne Debris Region. See DWG-MA- FL0162- 07 for additional information. a' yya a 1IrIhPrnIass S[de-Hinged Door Unit units of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/ 45.0 Other. Evaluated for use in locations adhering to the iorida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0", max nominal size.. . Hurricane protective system required in HVHZ, but not required In the Wind Borne Debris Region. See DW6-MA- FL0163- 07 for additional Information- 8228. 10 Fiberglass Side -Hinged Door Unit ertification Agency Certificate FL$ 28 R2 C CAS` N1006900,Pdf Duality Assurance Contract Expiration Date installation Instructions ELS228 R2 II Anchor D, ll1 80'Opaque odf Verified. By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8" . Glazed Inswing Single or Double Door w/ or w/o Sidelites certification Agency Certificate FI n»R R2 G CAC NF006900 Quality Assurance Contract Expiration Date Installation Instructions FL8228 R2 II Anchor Detail 68 Glazed adf , Verified By: National Accreditation & Management . Institute, Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 6'- 8" Glazed outswing Single or Double Door w/ or w/o Sidelites ertification Agency Certificate F a228 R2 C CAC NI006900 pdf Quality Assurance Contract Expiration Date installation Instructions Ft 8228 R2 II Anchor Detail 68 Glazed.pd Verified By: National Accreditation 8& Management Institute, Created by Independent Third Party: Evaluation Reports Created by I6dependentThird Party: 8'- 0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R2 C CAC, NI006900,pdf Quality - Assurance Con#ract Expiration Date I Installation Instructions R2 II Anchor Details 80 Glazed.odf Verified By: National, Accreditation & Management Created by Independent Third Party: valuation Reports Created by Independent Third Party: Glazed outswing Single or -Double Door - units of Use ': Certification Agency Certificate Approved far us.e In HVHZ: Yes a2_C CAC NI0o6900 odf littT):// www.floridabuild,mL.ota/Dr/-or am) dtl:a§nx?nararn wG*EVXOvtOauftCwaMPtn3T... Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ:.Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: 'b43.0/-47.0 Installation Instructions Other. Evaluated for use In locatlons adhering to the FL8228 R2 II Anchor Details 80 Glazed.odf Florida Building Code Including the Hlgh Velocity Verlfled By: National Accreditation & Management t.' Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x W-0" max nominal size. Evaluation. Reports • Hurricane protective system required in HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MA- 11 FL0163-U7 for additional Information. Back Next DCL Ad 'ministra Department of Community- 7aJrs Florida Building Code On(fne Codes and Standards 2555 Shumard.Oak Boulevard - - TaOahassee, Florlde 32399-2100 850) 487-I824, Fax (850) 414-8436 200-2010 The State o(Flortda. All rights reserved. cer Ace Survey I Cmi=-UxPrlvatyStatementICanvriahtStatementIAcre«lhitity Statement I Plyn-In Softvmre I natow,er _ Product Approval Accepts: RIM B® Y'.rlclpx - i L4Yid 1.' rl T , fJ. S i t httD:/Iwww.floridabuilding.org/ur/nr abn dtl.asux?oaram=wGEVXOwtDauftCwaMPtD3T... - 2/18%2010 Florida Building Code Online Page 1 of 4 aCIS Home tog, In user Regrstrauon Hot Topics Submit Surcharge slats & Facts ( Publications FBc star( ' BCIs site Map ( Unks Search 4 . Product APP rovat Rap W 'USER: Public Use Product Annreval Memr> piodurt or An lipcatinp„Gc+,•„arch > AnplIcatinn I Isr >.Application Detail FL # FL8228-112 Application Type Revision Code Versloh 200'7 Application Status Approved Comments Archived p Product Manufacturer Masonite International Address/Phone/Email One North bale Mabry Suite 950 Tampa, FL 33609 615) 441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com ' Technical Representative Address/Phone/Small ; Quallty Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certlflcatlon Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E1300 1998 ASTM E1300 2002 ASTM E1886 2002 ASTM E1996 2002 ASTR E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By y• Product Approval Method Method'l Option A http://www.floridAbuilding.orglpr/pr'app dtl.aspx?param=wGEVXOwtDau£#CwaMPto3T... :Zf1812010 SJOE-NINGED FIBERGLASS DOOR UNIT 8'-i7"L)OUBLE ti00R WITFi?l11TfiOtl7SlDEL1TES ' GENERAL NOTES T EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BU&DtNG CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE•7, MINIMUM DESIGN LOADS FOR 81JILDINCS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH V»t.00iTY HURRICANE ZONE (H1MZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 3. WHEN INSTALLED IN THE WEND -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCnY-HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT- REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON-IANPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DE41oPEO INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE'DEVELOPED INDEX OF 115 PER AMU E84. 5. PLASTICS TESTING OF FIBERGLASS FACING' TF'Cr 11KC(:RirmnN nr-i;(RNA.T1f1N_ RMUT SELF IGNMON TEMP ASIM o19 803 'F > 650 7RATEOFBURNINGn0635290.797 1N MIN WOKE DENSITY I ASTR D28Q 48.9,4 - - TENSIL.E STRENGTH- I ASTM D638 7.3n OIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL* I t Ycc^r neCNfibnnal V1• w _11T SELF IGNMON TT3.1P ASTM Di 428 680 'F > 6S0 'F RATE OF BURNNG Ta IN M!N SMOKE DENSITY r._. ASTM D2843 64.6R TENSILE STRENGTH' I ASTM D638 1 -7.481 DIFF OO)AFAKA[IVE. ILMILL 51RcliUlti Ab ILK 1YCAINtMNVG 4500 14ODU{RS XENON ARC METHOD 1 IkSI ®® ®n ®® e SLtJGLE OtlOR UNIT DOUBLE DOOR UNIT $LNG FAR UNIT m ME RE TAO.E OF CONTENTS _ SHtr:'I J DESCRIPTION T 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 IANC14CRING LOCATIONS & DETAILS 143' UM OVEIZOL FAW W0JH ^^- 21 " MAX 36.375' MAX. 37.5" MAX.' D.LO. IASSTR 4 FRAME MOTH ildJ a z to JJ O 1S'diT Ai ;r1:lr t. r 2 Tt li pars , d tL A ftbHAd1 tk62fKaNa N T sdlm4es y Day •. DESIGN PRESSURE RATING WHERE WATER iNFILTIOCTION PERFORMANCE iS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INYtNG N WSMNGOU G U ltNG' 5 70.0 -70.0 19.0 4-70.0 -7 -0 0 -70-0 xx 7V 50.5 -50.5 55.0 0. 5 19. 0 -1 9.0 40.0 --4400 50. X or XO 75 5 55. 19.0 -19.0 40-0 -40.0 55.0 OXO 11 50. a+ 0 19.0 =.19.0 4D.0A 0 -50. 149 Igo,,- 5 50 0.5 1 40.00OX%0a. w' a 0 Z dtTE 1 5 a scjm- N.T.S. avac BY: • SVIS Ck. BY: MOM ND_ DwG- au-FLais1-o7 sN' 1 aF 3 6- 3 f OkTAH 6" 3" B IL sy tl ti o y SEE DEL D. W O SEE DETAIL 6' SEE DETAIL 6' 1ma . iii;'F STRAGAL RETAINER BOLT HOLE 110 x 2" --. ° 430 ST BE DRILLED [11ROUGH E THRESHOLD & IN THE 8 x, 2-9/2" DweHes DETAIL "E" TRAGAL RUCTURE DEEP• ENOUGH 10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT OR A 1.375 THROW 90 x i —3/4" STRIKE PLATE TO FRAME # 8 10 x 2' AS SHOWN. DETAIL "F" ASTRAGAL 10 x 3/4" DEDDR"VE MERTD ORi0x5/8" D.OSO- swu sir— (aPnoRw DETAIL "G`• • arze,vnzFxaQ .o, z44- roar. ¢exi-1/2•pHs DETAIL "D' 0.962: . Daly 832 OL RN an1.37$" f.75" i.047' R FAU4 DR EOUN DOW a32 OR EOLT& y : INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM fl/S THRESHOLD TYPICAL GLAZING DETAIL_ MjI & GLAZING DETAIL NeACT RATED GLASS NON-19EAUGLASS N. T. Qm s: QRAINN6 R0.; Dtvc— au.-rwI air 2 Of SEE DETat_ SEE OETA C' SHC. I N r M SEE OEiAI! D'SHT. w wa I T- 5W. 2 ATTACWMENT 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 CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF-1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST -ACHIEVE MINIMUM EMBEDMENT OF UAX MIM 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 I1 j 1.l l N a w w = aO5 L(: C A e 1. I f II 3" 3' s' - t I I ! AKUWAKL 1. KWIKSEP MAXIMUM SECURITY SERIES GRADE •2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2"•CENTERLINE. lo. KWIKSEf MAXIMUM SECURITY SERIES GRADE.2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 5" ;GRADE 1 ANSv8HMA A156.16) SURFACE BOLTS INSTALLED 14 LAT- AT SIDE O BOTTOM. DOOR PANEL - (1) AT TOP 2. 4" X 4" FULL MORTISE BUTT HINGES. AddgrtmtoNA60 f fira6mtb: 00 90 gf I'atiA4l7ti19¢ ' a: o N LdLu sQ0 Q n Q C3 N.T.S. SIMS w: xc noa iwt-rtoier- 3 oc 3 SIDE -HINGED FIBERGLASS DOOR UNIT 8'-O• GLAZED DOUBLt DOOR WITR rWITHOUT SIDELITES 1, EVALUATEID f'OR USE IN LOCATIONS ADHERING TO THE: FLORIDA BUtLDING'COOE AND WHERE PRESSURE REQUIREN NTS AS OEIERMWm BY ASCE 7. MINIMUM DESIGN LOADS FOR BUtL01NGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 WHEN tNSIALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3 WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION. EXCLUDING THE FBOH VELOCITY HURRICANE ZONE (kMI Z), ' HURRICANE PROTECTIVE FfSTEU IS NOT REOUMED ,ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON—AAPACT CLASS. • 4, POLYURETHANE CORE FUME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E54 POLYSTYRENE CORK FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115' PER ASTM E84. S. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP A51`11 D7929 803 'F > 85D 'F RATE OF BURNING ASTM 0635 0.79 tN NW SMOKE .DENSITY ASTM 02843 4$:93. TENSR.E-STRENGTHS • Asm D638 3X ;RIFF 6. PLASTICS TESTING OF WE FRAME MATERIAL - TM DESCRIPTION DEStGNAT10N RESULT SELF IGNMO14 TEMP j ASTM D1929 1 680 'F > 65O 'F RATE OF BURNING ASTM 0635 1.T0 IN M' SMOKE DENSITY ASTM D2843 69.67. TENSILE STRENGTH+ ASTM 0638 —7.482 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I SINGLE DOOR UND DOUBLE DOOR UNIT S1NGLF ODOR UN!T WITH aim TABLE OF CONTENTS SHEET' DESCRIPTION L TYPL ATIONS At GENERAL NOTES 2 4ATIONS do DETAILS 3 IANCHORJNG LOCATIONS & MTA[S 149.' W X OUAL MME 1O0UN 21 " MAX 36.375' MAX D.LO. PAMEL WIDTH 37.5' MAX. W/ASTRAGAL FRME W707H m•- ry 0 J DOUBLE DOOR UNIT W/St0 TrFs AdixdcmblillA Cads Rain 6 9b RevisLad&J. QIIi i I DOUBLF DOOR • UNrr W/Slp R S N.T.S. o,t. or: sins. Cm W. OF 6" SEE DETAIL 8" L3" " L 3 1' ` c t• —1 I Y _ v c ' 'I I r i " 3i nNP in N SEE DE N a, 16 S. 6` 6" 1 1• 1 B A A 8 B 8" 6• m N SEE DEV b• SEE DEAR IL t 3" 3•- YT . 6` SEE DETAIL 8` 8 x 2-112" ASTRAGAL RETAINER BOLT HOLE 70 x 2" MUST HE DRILLED THROUGH, AfL "E" ASTR GAJ THE THRESHOLD do INTO 'THE 0.8 x 2-7/2 STRUCTURE DEEP ENOUGH ' f70 x 5/8" A9TACH'ASTRAGAL RETAINER BOLT FOR A 1.375" THROW 8 x 2--1 2" 10x2" 10 x 1-3/4" STRIKE PLATE TO FRAME „ " AS SHOWN. DETAIL F ASTRAGAL 110 x• 3/4" OA24• A "M DECORAM INSOT DOW a32 J10 x 5/8" 0-00• s*mc me (—AQ OR taut\ 3MIL If _ 0024 AMfEJM os24 far. ya x t-t/z• pHs DETAIL "D' p 0.9621 lb: 00W a32 :y VON 1.375" r"t a oa EOuu yy-. on 932 f ' "`„• OR EQU-L 1!Xmm48 wMR10 fXIE$lf?3 J.immor? INStQ OUTSWING THRESHOLD TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IM ACT RATED GLASS 'NON=WEACT GLASS I 1-11 Ho* OAh: 1 5 07 smqL • N.r.S. trim vyT SINS . f m aY: DRAWHO NO- A' Nr_kA—FL0 f 63-07 SEE DETAIL SEE. PE C» SFf N M DETAIL SHT. 2 I II II I F6. d 6 e B Ln i 3- 3" m - a SEE DETAIL f SHT. 2 6' 6» ATTACbWENT DETAIL : 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SOHEDU ESIGNEDANDSEALEDBYHAROLDE. RUPP, PE_ FLORIDA #15935) WITH THE LOWEST (LEAST) 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 FASTENER RATING FROM THE DIFFERENT FASTENERS CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED1BEINGCONSIDEREDFORUSE. JAMB, HEAD, AND ' AT 10-1 /2" CENTERLINE. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL Aso» KIN 1a. KWCKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLEDSHIMMUSTBEPLACEDINSHIMSPACEATEACHANCHOR0.25' AT 5-1/2" CENTERLINE, MINIMUM WITH 8" GRADE 1 LOCATION. ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ON LATCH SIDE OF ACTIVE DOOR PANEL —, (1 ) AT -TOP AND (i) AT BOTTOM. ANSI/AF&PA NDA FOR- SOUTHERN -PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE 2. 4" X 4" FULL MORTISE BUTT HINGES. MINIMUM EMBEDMENT OF 1-1/4"' TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION 4-9/16" MIN JAMB fIoTRANSFERLOADSTOSTRUCTURE. 6c.9an 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171. LBS, a s a to a c4, CC) O L 1 w o0 Q V I—. N.T.S. oac. er: SIS'S aac an OF SIDE -HINGED FIBERGLASS DOOR UNIT ev, r.LAzED DOUBLE' DOOR WITIFf r wfT'HOUTSIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE, REWR94DM AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND `OTHER 5TRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 WHEN INSTALLED IN .THE HIGH vELOCTIY HURRICANE ZONE (HVHZ), HURRICANE PROTECTVE SYSTEM (SHUTTERS) IS REAULRM. 3 WHEN INSTALLED IN THE WIND-BDRNE DEBRIS REGION. EXCLUDING THE HW`H VELOCttY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPAff MASS. BUT IS REQUIRED ON PANELS WITH NON -IMPACT MUSS, 4. POLYURE ME• CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOftD INDEX OF 6D PER ASTM Fs4 POLY5TYRENk CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84., S..PLISTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMPASTM pJ929 '603 'F > 650 'F RATE OF BURNING ASTM 0635 0.79 IN MIN SMOKE ' DENSITY ASTM D26431-48SX TENSILE -STRENGTH- • I ASTM. 6638 - .39 DIFF 6. PLSiICS . IES, 4 OF VM FRAME MAYMIAL; TFCY nrcnDt- ki ne'r ru,nn i SELF IGNITION TEMP ASTM D1929 68D 'F > 650 'F RATE OF BURNING ASTM 0835 1.10 IN IN SMOKE DENSITY ASTN D2843 69.6% TENSILE STRENGTH' ASTM D636 7.4= DIFF w7KrAm5llvt. lufWLL SlittNUltf AYIEK YIEAIHEHING 4500 HOURS XENON ARC MEEH00 i SINGLE. DOOR' uNrr oOusLE,jjQ,OR VNIr TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS GENERAL NOTES 2 ANCHORING LOCATIONS dt OEfAI AN ORING LOCATIONS do OETAI r . - 14V jw OVERALLfFAYE WlOI:I 21' MAX 36.375' MAX. O.LO. PANEL WIDTH J7.5' AUX yW/AS- TRAGAI_ FRAME WIDTH n m a i IN I Y, If f2QUgLE DOOR UNTr W/SIDELRES Jd iambiUl,U ' aAa N T Q6Lv` 6 Dda SAL:: N. T.S. vN& Rn SWS QIK BY I 6' 1{• SEE DETAIL ILIL•.- 6' r 3" "T r 3 i T1 iT'a E+ r ;+ AfIJ L' .• 'I I • i l I" 3i oN SEE DE a V 6- -A6 E I • -I w L A A Il r6- 6, 6- 6" II in 3• 3' It SOERL _17 , 6_ cEE F' 10 x 2" m10 x 5/8" 8 x 2-1/2" #t0 x,i-3/4 10 x 2" 10 x 3/4" 042e uw- 10 x Jr-/8, 0.090' SAfEX f110 Q124' MNFALM DETAIL " D' AdderdunSoWU9 km WAIL a• oRil E1. 375" T HRT INSWING THRESHOLD OUTSWING THRESHOL d to n N ate. InSE_ E DEP w w . V SEE DETAIL 8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE ' MUST BE DRILLED THROUGH AEiAfL "E" ASTRAGAL THE THRESHOLD & INTO -THE - STRUCTURE DEEP ENOUGH ATTACH ' ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME AS SHOWN. OkTAfL "F ASTRAGAL r1J.ED QECORATW Ul ERT oaw 032 AL µr ` OR COOUA oow asz a•t OR EQUAL EXTFsRf0 EMBERM 1NgHlOB. TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED GLASS NON —IMPACT GLASS wro 1/ 5/07 smo N. T.S. DWG, BY, SWS e1K Ere Bruwrro NO.: 0mt-ut- r-t0lsa• SNEEr 2 or 3 SEE DEWL T- SHG 2 ATTACHM,,,ENT QUAI' . 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 ACHEIVEMU 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. a SEE DETAIL D" SHT. 2 at' SHUT TYPICAL ANCHOR INSTALLATION 4--9/16" MIN JAMB I —. 1 I 6. 6" a_ 8 r 66' Io w m 3-, ~ 3' HARDWARE 3CKL99LL 1. KWIKSEC MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO .BE INSTALLED AT 10.-1 /2' 'CENTERLINE. 1 a. ICWIKSEj' MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1%2" CENTERLINE MINIMUM WITH 8" GRADE 1 ANSI/ BHMA Al56.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR. PANEL — (1) AT TOP AND ( 1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. d6 dminNAY! DaktAeierrea a o- C N 00 cc z oo OO o Nz U N. T.S. os+ c. v SWS cmx. By.. summary of Products FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-B" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate . Approved for use in. HVHZ: Yes FL8228 R2 C CAC NI006900.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +85.0/-85.0 installation Instructions . Other: Evaluated for use in locations adhering to the' FL8228 R2 II Anchor etail 68 Opaque.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management. Hurricane Zone, and where pressure requirements as Institute, determine d.by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 3'-0" xW-8" max nominal size. Evaluation Reports Hurricane protective system required tit HVHZ; but not Created by Independent Third Party: required In the Wind Borne Debris Reglon. See DWG-MA- FL0160-07 for additional Information, 8228.2 Flber lass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900.pddf Approved for'use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact ResIstanC Yes Design Pressure: +70,0/-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Details 80 Opaaque,odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MAc FLO161-07 for additional information. 8228.3 Fiberglass Slde-H[nged Door Unit 6'-8" Opaque Inswing Single or Double Door w/or w/o Sldelltes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R2 C CACNI006900.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1. Design Pressure: +50.51-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FLQ228 R2 1:1 Anchor Detail 68 Ooaoue.odf Florida Building Code including the High Velocity , Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as' Institute,' determined by ASCE 7,, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 61-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not I Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MA- FL0160-07 for additional information. 8228,4 Fiberglass Side -Hinged poor Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency -Certificate Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Detaii 68 Ooaaue.odf Florida Building Code induding.the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required In HVHZ, but not Created by Independent Third Party: required In the Wind Borne Debris Region. See DWG-MA- FL0160-07 for additional information, 8228.5 Fiberglass Side -Hinged Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o- Sidelltes Limits of Use -. Certification Agency Certificate• _ Approved for use in HVHZ: Yes FL8228 R2 C CAC' NI006900.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date htt-p://www.flotidabuildiliL.orglnr/nr ann dt1.snxroari.m=vvCTF:VXnvAT-)rniftC`,wnWt-n3T 9119/91"111i Florida Building Code Online Impact Resistant: Yes' Design Pressure: +50.5/-50.5 Other: Evaluated for use In locations adhering to the lorida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max.dominal size. Hurricane protective 'system required In HVHZ, but not required In the Wind Bome Debris Region. See DWG -MA- FLO161-07 for additional Information. ass Side -Hinged Door Unit Imits of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity - Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. `12'-0" x 8'-0" max nominal, size. Hurricane protective system required In HVHZ, but not required in the Wind Borne Debris Region. See DWG -MA Door Unit Page 3 of 4 i5f installation Instructions FYI 228 R2 II Anchor Details 80 Oo_[ Verifled By: National Accreditation & tanagement j•yas institute, Created by independent Third Party: Evaluation Reports Created by Independent Third Party. 8'-0" Opaque outswing Single or Double Door w/ or w/o Sldelites Certification Agency Certificate FL R228 R2 C CAC NIOO6900 odf Quality Assurance Contract Expiration Date Installation Instructions FL8228 R2 ii Anchor Detall5 80 Opaoue-Dd[ a Verified -By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-8" Glazed Inswing Single or Double Door w/ or w/o imits of Use Approved far use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.01-52.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 61-8" max nominal size. - Hurricane protective system required In HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional Information.' 2228,8 Fiberglass Slde-Hinged Door Unit I imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ:Yes Impact Resistant: Yes Design Pressure: +55.0/-55,0 Other: Evaluated for use In locations adhering to the lorida Building Cade Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0". x 6'-B" max nominal, size. Hurricane protective system required In HVHZ, but not required In the Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional Information. a-„0 a Ariberolass Side-Hincied Door Unit 1mits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/-45.0 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0". max nominal size. . Hurricane protective system required in HVHZ, but not required In the Wind Borne Debris Region. See DWG;,MA- FL0163-07 for addltlonai Information.. ildeiltes ertification Agency Certificate F1Se528 n2 r CA: NIOo690 L= quality Assurance Contract Expiration Date Installation Instructions 2 etail Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-8" Glazed Outswing Single or Double Door w/ or w/o Sidelltes Certification Agency Certificate Ft O22R 112 CAC I00690 Pdf Quality Assurance Contract Expiration Date S' :","" • '': A. Installation Instructions EL8228 R2 II Anch, o b_eta(I 68 Glazed.o • .. Verified By: National Accreditation & Management nst(tute, Created by Independent Third Party: valuation Reports Created by Independent Third Party: 8'-0" Glazed Inswing Single or Double Door w/ or W/o - Sidelltes Certification Agency Certificate 278 R2 A 006900.odf Quality'Assurance Contract Expiration Date Installation Instructions 28 R2 ii Anrbor Detanc.80 Glazed. occa "! Verified By: Natlonal.Accreditation & Management Created by Independent Third Party: valuation Reports Created by Independent Third Party: 8228.10 Fiberglass side -Hinged Door Unit B del wing Single or Double Door I Imits of Use Certification Agency Certificate Approved for us.e in HVHZ: Yes 8228 R CAC NI006900.odf litti)://www.floridabuild-ing.ora/Dr/-or app dtl:a§px?i,ararn wGBVXOwtDauftCwaMPtn3T... Florida Building Code Online 'Page 4 of 4 Approved for use outside HVHZ:,Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +43.0/-47.0 installation Instructions Other: Evaluated for use In locations adhering to the 1 R79R R9 II Anchor Q tai1S 80 Glaxed.odf lorlda Building Cade Including the High Velocity Vertlied By: National Accreditation & Management iurrlcane Zone, and where pressure requirements as ilnstitute, ietermined by ASCE 7, does not exceed the design Created by Independent Third Party: ressures listed. IT-0" x V-0" max nominal size. Evaluation. Reports lurricane protective system required In HVHZ, but not Created by Independent Third Party: i equlredIn the Wind Borne Debris Region. See DWG -MA- FLO163-07 for additional information. Back Kext oq Rra AAmtnktra on -•••+ Department of Community AhbMs 7"•` Florida Bullding Code Online Codas and Standards 2555 Shumard-Oak Boulevard TaOahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2OW-2010 The State of Florida. All rights reserved. cowwor Sande suo= I ccoua-Ul PrIyg jpmant I Copyright Statement j AA raeelh8 I p11n-In SaayLyA I _ Product Approval Accepts: LiCx rid YLairY I httia:l/vww.floridabuilding.oxg/nr/nx abp dtl asvx?t)aram--wGE'VXOwtDauftCwaMPtn3T... 2/1.8%2010 MIIWD - Glass Info Page I of I to Glossary Glass Information Is Window Styles _ to Glass Info There are many different types of glass to choose from. Check to see which types fit your needs. Installation Green & Clean is a dual pane glazing unit with double strength LoE 366 glass, stainless steel Xl Instructions low maintenance exterior glass surface, and Preserve"-' protective film on both sides. Green & Clean Extreme is a triple pane glazing unit with two panes of LoE 366 glass, stainless gas fill, NeatT1" low maintenance exterior glass surface, and Preserve TM protective film on both si Insulating Glass is formed when two or more pieces of glass are spaced apart and sealed to fa pieces of glass. This air space creates insulation for the window, keeping heat inside the home d Laminated Glass is created by joining two or more pieces of glass together with an inner layer c glass on the plastic layer in the event of breakage. Laminated glass is four times more impact re, reducing sound transmission through the window. Low E Glass is a low emissivity glass that has a transparent coating on it. This coating acts as a passage of visible light. In hot climates, Low E glass reflects solar heat, keeping the inside of yoL radiant heat back into the house, keeping your home warm. Cooling and heating costs are ultim2 during both the winter and summer seasons. Obscure Glass is used for privacy, decoration or light diffusion. A design is pressed into the gla: translucent, allowing light to pass through, but creating a blurred surface. Tempered Glass is reheated to a temperature right below its melting point and is then cooled qu regular glass. Tempered glass is designed to spread force and break into many smaller pieces u Tinted Glass reduces both visual and radiant transmittance in the window. It reduces heat transi mineral called Admixture is added to the glass. Home I SiteMao I Contact Us I Irnyortant Disclaimer l Product Warranty t 1i sue•//...:••.a ni+.v./ion v...irilos.+n../n nc.nTn r nnry 7/14/')01 1 NEW CONSTRUCTION WINDOWS THERMAL TEST INFORMATION THERMAL PERFORMANCE s,,romne. Clear IG 0.69 0.68 0.71 Low-E IG 0.56 0.35 0.61 Low-E and Argon IG 0.50 0.35 0.61 Sun140low-E 0.61 0.24 0.34 Fd HP Low-E IG 0.56 0.25 0.47 HP -Low E and Argon IG 0.55 0.24 0.34 740 Single Hung Clear IG w/grids 0.70 0.62 0.64 low-Ew/grids 0.59 0.31 0.54 Low-E andArgon w/grids 0.52 0.31 0.55 Sun140 Low-E w/grids 0.64 0.22 0.30 HP -low E w/grids 0.59 0.23 0.42 HP -Low E and Argon w/ grids 0.58 0.22 0.31 Clear IG 0.63 0.73 0.76 low-E IG 0.48 0.37 0.65 Low-E and Argon IG OA2 0.37 0.65 Sun140 Low-E 0.49 0.25 0.36 HPLow-EIG 0.48 0.27 0.50 740 PVJ HP -low E and Argon IG 0.42 0.26 0.50 Clear IG w/ grids 0.64 0.66 0.68 Low-E w/ grids 0.51 0.34 0.58 low-E and Argon w/ grids 0.45 0.33 0.58 5un140 Low-E vr/ grids 0.51 0.23 0.33 HP -Low E w/grids 0.51 0.25 0.45 HP -Low E and Argon w/ grids 0.44 0.24 0.45 Clear IG 0.68 0.64 0.67 Low-E IG 0.52 0.33 0.58 Low-E and Argon IG 0.49 0.33 0.58 Sun140 Low-E 0.55 0.22 0.33 HP Law-E IG 0.54 0.24 0.45 HP -Low E and Argon IG 0.49 0.24 0.4S 185 Single Hung Clear lGw/grids 0.68 0.58 0.60 Low-Ew/grids 0.52 0.30 0.52 Low-E and Argon w/ grids 0.50 0.29 0.52 Sun146lovw-Ew/grids HP -Low E w/grids 0.56 0.52 0.20 0.22 0.29 0.40 HP -Low E and Argon w/ grids 0.50 0.21 0.40 Clear IG 0.60 0.70 0.74 Low-E IG 0.43 0.36 0.64 Lo%v-E and Argon IG Sun140 Low-E 0.40 0.46 0.36 0.24 0.64 0.36 HPLow E andArgon IG 0-40 0.26 0.49 185 Fixed Clear IG w/ grids 0.61 0.63 0.66 Low-Ew/grIds 0.43 0.33 0.58 Low-E and Argon w/ grids 0.41 0.32 0.57 Sun140Low-Ew/grids 0.47 0.22 0.32 HP -Low Eand Argonw/grids 0.41 0.23 0.44 Clear IG 0.70 0.64 0.66 Low-E IG 0.54 0.33 0.58 Low-E and Argon IG Sun140 Low-E 0.51 0.55 0.33 0.22 0.57 0.32 HP -Low E and Argon IG 0.51 0.24 0.44 188 Single Slider Clear IG w/ grids 0.71 0.57 0.59 Low-E w/ grids 0.54 0.30 0.51 Low -Sand Argon w/grids 0.53 0.29 0.51 Sun140 Low-E w/ grids 0.55 0.20 0.29 HPLow E and Argon w/ grids 0.53 0.22 0.39 Clear IG OA9 0.64 0.67 Low-E IG 0.34 0.32 0.57 Low-E and Argon IG HP Low-E IG 0.32 0.34 0.31 0.23 0.57 0.44 Sun 140 tow-E 0.34 0.21 0.32 3540 Single Hung HP -Low E and Argon IG 0.31 0.22 0.44 Clear IG w/grids 0.49 0.57 0.59 Low-E w/ grids 0.34 0.29 0.51 Low-E and Argon w/ grids 0.32 0.28 0.51 HPLow-EW/grids 0.34 0.21 y 0.39 -' Sun 140 Low-E w/grids 0.34 0.19 0.29 HP -Low E and Argon w/ grids 0.31 0.20 0.39 Clear IG 0.48 0.67 0.70 Low-E IG 0.32 0.34 0.61 Low-E and Argon IG 0.28 0.33 0.61 HP -Low E IG 0.32 0.24 0.47 Sun 140 Low-E 0.32 0.22 0.34 3540 Fixed HP -Low E and Argon IG 0.28 0.23 0.47 Clear IG w/grids 0.48 0.60 0.63 Low-Ew/grids 0.32 0.31 0.55 Low-E and Argon w/ grids 0.28 0.30 0.54 HP Low- EW/grids 0.32 0.22 0.42 Sun 140 Low-E w/ grids 0.32 0.20 0.31 HP-LowE and Argon w/grids 0.28 0.21 0.42 Clear IG 0.70 0.67 0.71 Low-E IG 0.55 0.34 0.61 Low-E and Argon IG O.SO 0.34 0.61 420 Patio Door HP -Low E and Argon IG 0.51 0.23 0.34 Clear IG w/ grids 0.71 0.60 0.62 Low-Ew/grids 0.57 0.31 0.53 Low-E and Argon w/grids 0.52 0.31 O.S4 HP -Low E and Argon w/grids 0.53 0.20 0.30 Clear IG 0.71 0.62 0.64 Low-E and Argon IG 0.54 0.31 0.5S Sun 140 and Argon IG 0.55 0.21 0.31 620 Patio Door Clear lGw/grids 0.71 0.54 0.56 Low - Sand Argonw/grids 0.54 0.28 0.48 Sun 140 and Argon w/ grids 1 0.55 0.19 0.27 Click on product for all thermal simulations'** All ratings for grids reflect flat grid options Above values can vary depending on use of fiat grids or sculptured grids and optional glass thicknesses upgrades such as 3/16",1/4" laminated, 1/8" tempered, 3/16" decorative glass etc_. Please visit our website at www.miwd.com for more detail. Definitions Low E - Low -emissivity glass with a transparent coating which acts as a thermal mirror -used to increase a window's Insulating value, block or increase heat flow, and reduce fading. Argon - An inert, colorless, and harmless gas used Instead of air in sealed spaces between panes of glass in insulating glass units to increase insulation. Argon is less conductive to heat than air. It is injected in the airspace of an Insulating unit, to improve energy efficiency. Grids - Decorative Inserts for windows or door glazing that adds a traditional touch - available in flat and sculptured. U- Value - U-Value measures the rate of heat transfer and tells you how well the window insulates. The lower the il-Factor, the better the window Insulates. SHGC ( Solar Heat Gain Coefficient) - measures the fractlon of solar energy admitted and tells you how well the product blocks heat caused by sunlight. The lower the SHGC, the less solar heat the window transmits. SHGC is measured on a scale of 0 to 1. VLT ( Visible Light Transmittance) - measures the amount of light the window lets through. The higher the VT, the more light you see. Vf is measured on a scale of 0 to i. Energy Star Compliance Northern North- Central 8 South -Central Southern Florida Building Code Online Page 1 of S BCIS Home Log In j User Registration i Hot Topics 1 Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map" Unks j Search f Product Approval USER: Public User Product Approval keP4 > Product-o Aoolicatian Search > AoollcaUon Ust > Application Detail FL # FL11827-RS Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors V Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitiinger@miwd.com Authorized Signature Brent Sitlinger bsitiinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certlficatlon Mark or listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/NWWDA 101/1. S. 2 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method i Option A 06/24/2010 07/06/2010 07/18/2010 Year 1997 2005 httn://flot•idabuilding.oi-g/nr/nr ann dtl.asnY?uaram=wGEVXOwtDoub%2fM2eroZG17Z... 10/18/2010 ELEVATION Mid -Span 1 I s• r g« Anchor See Section Details> MId-Sport I S. 52' 1 V MINIMUM PENETRATION 1VCLEARANCE ALL FOUR SIDES) 8 x 1 1 /4" Screw by others) Caulk between flange and buck. Caulk around perimeter. by others> HEAD DETAIL by others) Caulk around perineter. Caulk between flange and buck.' by others> by others> Caulk bet -eel flange and bud Caulk around perineter. by others) JAMB DETAIL SILL DETAIL 2X BUCK, AS REQUIRED 1' MINIMUM PENETRATION 8 X 1 1/4" SCREW MUST ACHIEVE 1" PENETRATION INTO STUD. TYPICAL) SHIM AS REQUIRED Notes: 1. Installation depicted based off of structural test report 1 94599.01-109-47, 2. Wood screws shall satisfy the Notional Design Specificotion for Wood Construction for material type and dimensional requirements. 3. Wood buck installations ore assumed 2x S-P-F (G-0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to the structure to resist all design foods. 4. Wood screw lengths shall be sufficient to guarantee 1' penetration into wood buck 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural toad requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 5" from each end and at mid -sport of jambs. Locate head fasteners 6" from jambs and one at mid -span. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +45.11/.-45.11 UNITS UP TO 52" x 72" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) IBM s M1 I a INSTALLATION INSTRUCTIONS FASTENER SCHEDULE --FLANGE— aawcn MIAw an Darr, T.C. 11/30/09 0KC.M1 OM Windows & Doors Single Hung SC" 740/3740 NONE 1 1 a". Gratz, PA uaa na 740 FLANGE 9 AAMA Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMAJWDMAICSA 10111.S.2/A440-05 RECORD OF PRODUCT TESTED H-R45-1324x1829(52x72) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. 74013740 (FLANGE) FRAME SASH 70412'' Ave. MTL-9 (AL)(O/X)(CG) 1324 mm x 1829 mm 1286 mm x 905 mm Smyrna, TN 37167 (TILT)(ASTM) (414" x 6'0") (4'3" x 3'0") 2. This Certification will expire September 18, 2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 94599.01-109-47 Date of Report: October 20, 2009 Date: October 27, 2009 Cc. AAMA JGS ACP-04 (Rev.8106) Validated for Certification A4oddLaboratories, Inc. Authorized for Certification ram American Architectural Manufacturers Association Florida Building Code Online Page 2 of 5 Date Approved 08/10/2010 Summary of Products FL # Model, Number or Name Description 11827.1 740/3740 Equal Lite Single Hung 52x62 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11827 R5 C CAC APC 99032,.QL 740 SH FIN 52X6 Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: H-R35 03/05/2014 Installation Instructions FLIT 27_R$ II Install Instruct - 740 SH-FIN (as tested 99032.01 52x62).pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.2 740/3740 Equal Lite Single Hung 52x62 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R5 C CAC APC 99034.01 740 SH FLANQF 2x62,pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +35/-35 04/16/2014 Other: H-R35 Installation Instructions FL11827 R5 II In tail Instruct - 740 SH FLAKF as ted 99034.01 52x62).odrlfledBy: American Architectural Manufacturersrsociation Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1740/3740 Fin Frame Oriel Single Hung 52x72 Insulated 1/8" Annealed Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No - Design Pressure: +40/-40 Other: H-R40 Certification Agency Certificate EL11827 R5 C CAC APC 740- 3740 SH FIN 52X72 R40 74192.01-109-47,pd( Quality Assurance Contract Expiration Date 06/15/2011 Installation Instructions FL11827 R5 II Installation Instructions - 740-3740 SH FI 7 19Z,Q1_AS TESTED, pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1827.4 740/3740 Fin Frame Oriel Single 1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: H-1145 11827.5 Fin Frame Oriel Single imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: H-R35 Insulated 1/8" Annealed ertification Agency Certificate FL11827 R5 G AC APC 240-3740 SH FIN_ 4. X72 R45 74i 2.01-109-47.pdf Quality Assurance Contract Expiration Date 06/15/2011 installation Instructions FL11827 R5 1I Instsllatlon Instructions - 740 FIry Verified By: American Architectural Manufacturers Created by Independent Third Party: valuation Reports Created by Independent Third Party: I8x90 Insulated 1/8" Tempered Fixed Lite, 1/8" knnealed Sash ertification Agency Certificate FL11827 R5 C CAC APC.740-3740 Fin 4-0 x 7-Cz 70948.01-109-47.pd_f Quality Assurance Contract Expiration Date 02/02/2011 Installation Instructions F111827 R5 II Installatlon I tructions - 740 FIN Verified By: American Architectural Manufacturers httn://floridabuildinfr.org/nr/-or ant) dtt;asnx?Uaram-wGEVXOwtDciub%2fi\42eroZGI7Z... 10/18/2010 Florida Building Code Online Page 3 of 5 Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.E i740/3740 Fin Frame Oriel Single 48x90 Single Glazed 3/16" Annealed Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 g5 C CAC AEC 740„-3740 Fin_5G R40 4-0 x 7- i 6 709.48.01-109-47TodfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 02/02/2011 Other: H-R40 Installation Instructions EL11827 R5 II Installation Instructions - 740 FIN O(7 948.01 3),ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40/3740 Fin Frame Single Hung 52x72 Single Glazed qualLite Ei2EEi2 y CertificateVHZ: NoFL11827R5CCACAPC94600.01-1O 740 Ste{ide FIN SG 52X72 R4 pdf HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 1 09/18/2013 Other: H-R45 Installation Instructions FL11827 R5 Ii 740S FH INAsTested94600.01•pdf Verified By: American Architectural Manufacturers Association ' Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 740/ 3740 Flange Frame Oriel 48x90 Insulated 1/8" Annealed Single Hung Use FCertification Agency Certificate for use In HVHZ: No FL11827 R5 C CASAPC 740 Z94 flange4-0x -- 70940 01-109-47 fmpatResistant: foruseoutsideHVHZ: Yes NO Quality Assurance Contract Expiration Date Design Pressure: +30/-30 02/02/2011 Other: H-R30 Installation Instructions FL118 7 5 II I tallation Instructigns 740 Flange 70 48.01 1),df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827. 9 740/3740 Flange Frame Single 52x72 Single Glazed i Hung Equal Lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R5 C CAC APC 94599. )1-i09 47-RQ 740 SH SG_- FLG 52X72 1145.pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 1 09/13/2013 Other: H-R45 Installation Instructions FL11827 R5 ii 74 S0 HFLANGEAsTestted94599.0_ i.pdf Verified By: American Architectural Manufacturers 3Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827. 10 740/3740 Flange Frame Single 48x72 Insulated 1/8" Annealed Hung Oriel Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11827 R C C PC 74 -3740 SH FLG 48X72R455 7 19 .0-109-47 pd ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality oritract Expiration Date Design Pressure: +45/-45 06/15/2011 Other: H-R45 Installation Instructions FL11827 5 I tall lion Instructions - 740 SH FLANGE - 48 x 72 As Tested 741Q2 01•pdf Verified By: American Architectural Manufacturers Association irr, , - ...-'"' - -- --— r---•---. ,I;t ,..,....r`-:... ..—<..!-_-'Zivn—rtT n,,k0/'Mff7Prn7(' W 1 fl/1 RO(11(} Florida Building Cade Online Page 4 of 5 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.11 740/3740 Flange Frame Single 48x72 Single Glazed 3116" Annealed Hung Oriel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 RS C CAC APC 740-3740_SH FLG 48X72 R45_ 74i92.01-i09-47.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 1 Design Pressure: +45/-45 06/15/2011 Other: H-R45 Installation Instructions FL11827 R5 II 740 Sln9le Hung PE.pdf ! Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R5 AE 740 Slnqle Hung. eE 3.pdf Created by Independent Third Party: Yes 11827.12 740/3740 Flange Frame Single 48x96 Single Glazed 3/16" Annealed Hung Oriei Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11827 R5 C CAC APC 91454.01-109-47-RO 740- 370 SH ORIEL FLCi_48X96 R40.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 05/07/2013 Other: H-1140 Installation Instructions i FL11827 R5 II 740 Singlg_H—U PE.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Fl 11827 R5 AE 740 Singlg,Hung PE 3.pdf Created by Independent Third Party: Yes 11827.13 740/3740 Single Hung 36x76 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No L11 Z7 R5 C CAC APC 99032 01 740 SH FIN i 36X76.pdApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 03/05/2014 Other: H-R45 installation Instructions 11827 R5 ]I Install Instlllet - 740 SH FIN (as tested fi),IZdf Verified By: American Architectural Manufacturers 1 Association 3 Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 11827.14 740/3740 Single Hung 36x72 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11$"27 R5 C CAC APC A0752.01-109-47 RO 740 SH FIN 36X72 R DPSQ,dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-50 05/13/2014 Other: H-R45 with 50 psf negative DP Installation Instructions FL1Instal{ Instruct - 740SHt3W2 (as tested- A0752 01) adf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 740/ 3740 Single Hung 36x76 Flange Frame Insulated Glass ! e Certification Agency Certificate r use in HVHZ: No rApprovedFL11827 R5 C CAr 36x76.pdistant: useoutsideHVHZ: Yes No Quality Assurance Contract Expiration Date sure: + 45/-50 04/16/2014 Other: H-1145 with -56 psf negative DP Installation Instructions FL11827 R5 II 08-00804A.q-df Verified By: Roberto Lomas, PE PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R5 AE 511348A.Odf Created by Independent Third Party: Yes htfn // flrn irtahnilriina.nl u/fir/fir ann dtl.a5l,)y?naram=wGFVXONvtDoub%2fM2eroZGI7Z... 10/18/2010 Florida Building Code Online Page 5 of 5 Back Next Department of Community Affairs Florida Building Code Onlina Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399.2100, 850) 487-1814, Fax (850) 414-8436 ID 2000-2010 The State of Florida. All rights reserved. p1jy,sy_$taSeTrLe<.r t I Cppyligh_t-Scat€m.got (9sie5 AiljSy tateme (i j Pluo-in Sothvare j Customer Service Survey I Contact Us Product Approval Accepts: c+:Fh;t 5re http://floridabuilding.org/pr/Pr app dtl.q5px'aram—wGEVXQwtDqub%2fM2eroZGI7Z... 10/18/2010 Validator / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030-0370 Attn: Steve Urich AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAINWWDA101II.S. 2-97 H-R3048x90 COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO DESCRIPTION MI Windows - Smyrna, TN MTL-9 74013740 FLANGE FRAME FRAME SASH. MI Windows - Prescott Valley, AZ MTL-10 AL)(OIX)(CG) INS GL)(TILT)(ASTM) 4' 0" x 7'6" 3'11" x 3'0" 2. This Certification will expire February 2, 2011 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 70948.01-109-47 Date of Report: February 28, 2007 Date: March 12, 2007 Cc: AAMA JGS ACP-04 (Rev.8/06) Validated for Certification h? 44— A4oddLaboratories, Inc. Authoriz d for Certificatign Am r lean Architectural tll anufacturers Association ELEVATION 3 1/2" typ. 48" I Mid span 5 1/2" typ b Iw V MINIMUM PENETRATION a'*t"'CLEARANCE ALL FOUR SIDES) 8x11/4' Screw by others) Caulk betwe4 flange and buc Coutk around perimeter. by other) Ext rlm HEAD DETAIL by others) Caulk around pertmeter. Caulk between flange and buck. by others) Anchor See Section Details) by others) Caulk betweei ftonge and buc4 Caulk around perimeter. by others) JAMB DETAIL SILL DETAIL 2X BUCK AS REQUIRED 1" MINIMUM PENETRATION 8 X 1 1/4" SCREW MUST ACHIEVE 1' PENETRATION INTO STUD. TYPICAL) SHIM AS REQUIRED Notes: 1. Installation depicted based off of structural test report 70948.01-109-47. 2. Wood screws shall satify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations ore assumed 2x S—P—F (G =0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to the structure to resist oil design loads. 4. Wood screw lengths shall be sufficient to guarantee 1" penetration into wood buck. 5. Maximum shim thickness of, 1/4" permitted at each fastener: location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion;-- , or thermal performance requirements of the installation. 7. installation shown is that of the test window for the size shown:=and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 5 1/2" from head and sill and at midspon of jambs. Locate head fasteners 3 1/2' from jambs and one at midspon. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +30.09/-30.09 UNITS UP TO 48" x 90" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) om"n or. — 71116 C. 12/15/08 Joel INSTALLATION INSTRUCTIONS orh FASTENER SCHEDULE-"LANGE— MM vaaourn _ 740/3740 Single Hung NON 1- Windows &Doors "a 'a"• Gratz, PA I — 740 FIN r Florida Building Code Online Page I of 3 c ... ,: SCIS Home Log In User Registration Hot Topics Submit Surcharge s Stats & Facts PubllcaVons T i Lnl FEC Staff BCIS Site Map Unks Search Y ProductApproval USER: Public User Product Approval Menu > Product or Aoolicatlon Search > Aoolkatlen U3 > Applicatioe Detail FL # FL11825 R6 zs:. .... its'*_ Application Type Revisionis";tCodeVersion2007u; V, Application Status Applied For Comments A Archived MEN Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Small 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 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 Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/CSA 101/I. S. 2/A440 Method 1 Option A Date Submitted 06/07/2011 Date Validated Summary of Products Year 2005 httn-// flnrirlahiiiiriinar nra/nr/nr nnn ritl aSrrt C'rFVXWtl)nub%2fM2eroZGIOGi... 8/31/2011 Florida Building Code Online Page 2 of 3 r FL # Model, Number or Name Description 11825.1 740/3740 Fin Frame 1173x7l Single Glazed Tempered Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11825 R6 C CAC APC 740-3740 PW Fin Approved for use outside HVHZ: Yes 94104.01 d Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/12/2013 Other: FW-LC50 Installation Instructions FL11825 R6 II Install 740-3740 PW FIN 94104.01.0f Verified By: American Architectural Manufacturers i Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11825.2 740/3740 Fin Frame 48x48 Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11825 R6 C CAC APC 740-3740 PW FIN 48X48 R45 89658.0-109-47 dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 02/27/2013 Other: FW-R45 Installation Instructions FL11825 R6 II Installation Instructions - 740PW FIN 48x48 89568.01 as tested).i3df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11825.3 740/3740 Flange Frame 48x48 Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11825 R6 C CAC APC 90499.01-109-47-110 740- 3740 PW FLG 48X48 R45.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 05/04/2013 Other: FW-1145 Installation Instructions FL11825 R6 II 740 Fixed PE.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL11825 R6 AE 740 Fixed PE 3.odf Created by Independent Third Party: Yes 11825.4 740/3740 Flange Frame 73x71 Single Glazed Tempered Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11825 R6 C CAC APC 740-3740 PW Flamm 94108.01ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +501-50 10/12/2013 Other: FW-LC50 Installation Instructions FL11825 R6 II 08-01251.odf Verified By: Luis R Lomas, PE PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL11825 R6 AE 511853.0f Created by Independent Third Party: Yes 11825.5 ':740/3740 Flange Frame 73x71 Insulated Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11825 R6 C CAC APC 97640.01-109-47-RO 740- 3740 FLG 73X71 LC45.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/14/2014 Other: FW-LC45 Installation Instructions FL11825 R6 II 08-00803A rev.odf Verified By: Roberto Lomas, PE PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL11825 R6 AE 511347A rev.ndf Created by Independent Third Party: Yes 11825.E 740/3740 PW 73x71 Fin Frame Insulated Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11825 R6 C CAC APC 98174.01-109-47-RO 740 FIXED FIN 73X71 LC50, dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/09/2014 http://floridabuilding.org/pr/pr app dtl asps?pa yam wGEVXQwtDqub%2f11r12eroZGIOGj... 8/31/2011 r Flprida Building Code Online Page 3 of 3 Other: FW-LC50 Installation Instructions FL11825 R6 II Install Instruct - 740PW FIN (as tested- 8174.41), df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j Sark 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 i Coovrbht Statement I Accessiblllty Statement I Pluo-in Software I Customer Service Survey t Contact Us Product Approval Accepts: P: hx.^. serttritym . Xj.. 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USER: Public User Product Aooroval Menu. > Product or Aoolkatlon Search > AoDliatioe Uat > Application Detail ram= FL # FL11548-RI Application Type Revision ME 3 Code Version 2007 Application Status Approved x:fir,°, , r Commentstmi- j Archived — Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@miwd.com Authorized Signature Brent Sitiinger bsJtlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urichr PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/24/2010 Date Validated 00/24/2010 Date Pending FBC Approval 06/30/2010 Date Approved 08/10/2010 t + ..Jl i ,,:a t,,,:a;,,., ,,,•r.J,,,•J,,,• ,,,, At! a,.„,a„,tixTf'F IXfltxrtTlrn rlhT.nRPT)n71Ft9T.rxr 7/1 R/9..01 1 F16rida Building Code Online Page 2 of 4 ary of Prndurtc FL # Model, Number or Name Description 11548.1 13500 HP 72x72 Fin Frame Tempered Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11548 R1 C CAC APC 3500 HP FIXED FIN 72X72 C50 84540.02-10 -47. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 07/15/2012 Other: FW-050 Installation Instructions FL11548 R1 II Installation Instructions - 3500HP PW FIN (As Tested 72 x 721.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 11548.2 13500 HP 160x80 Fin Frame Insulated Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11548 R1 C CAC APC 3500HP FIXED FIN C55 6OX80 84073.01-109-47. df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 06/27/2012 Other: FW-055 Installation Instructions FL11548 RI II Installation Instructions - 3500HP PW FIN As Tested 60 x 80 . df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.3 350 HHP 72x72 Flange Frame Tempered Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL11548 R1 C CAC APC 3500 HP FIXED FLANGE 72X72 C60 84540.01-1 -47. df Quality Assurance Contract Expiration Date Design Pressure: +60/-60 06/14/2012 Other: FW-C60 Installation Instructions FL11548 Rl II 3500HP PW Flange - 72 x 72 (rev).odf Verified By, American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Pa 11548.4 113500 HP 60x80 Flange Frame Insulated Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL11548 R1 C CAC APC 3500HP FIXED FLG 6OX80 C55 84073. 2-109-47.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 06/27/2012 Other: FW-055 Installation Instructions FL11548 R1 11 3500HP PW Flange - 60 x 80 (rev).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.5 3500 HP 72x72 Flniess Frame Tempered Insulated Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: FW-C60 Certification Agency Certificate PL11548 RI C CAC APC 3500 HP FIXED FINLESS 72X72 C60 84540.03-109-47.odf Quality Assurance Contract Expiration Date 07/15/2012 Installation Instructions FL11548 R1 II Installation Instructions - 3500HP PW Finless As Tested 72 x 72 . df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.E 13500 HP 60x80 Flniess Frame Insulated 1 •t 1• . . /._..I._.. -1.i ,._;.r3 __.G!T'YI`(T.fl..,cT1,.,,,71,T ..Q„Tl..'71L'+()T .•v.• 17/14/,)A11 Florida Building Code Online Page 3 of4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: FW-055 Certification Agency Certificate FL11548 R1 C CAC APC 3500HP FIXED FINLESS C55 60X80 84073.03-109-47.pdf Quality Assurance Contract Expiration Date 06/27/2012 Installation Instructions FL11548 R1 II Installation Instructions - 3500HP PW Finless As Tested 60 x 80 . df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.7 13500 HP 60x96 Fin Frame Tempered Insulated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL11548 R1 C CAC APC 75031.01-109-47-r0 3500HP FIXED FIN 60X26 C60.odf Quality Assurance Contract Expiration Date Design Pressure: +60/-60 Other: FW-C60 07/17/2011 Installation Instructions FL11548 R1 II install Instruct - 3500HP Fxd Fin (as tested-75031.01).pdf Verifled By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.8 3500 HP 60x96 Finless Frame Tempered Insulated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: FW-C60 Certification Agency Certificate FL11548 RI C CAC APC 75031,02-109-47-r0 3500HP FIXED FINLESS 60X96 C60.pdf Quality Assurance Contract Expiration Date 07/17/2011 Installation Instructions FL11548 RS II Install Instruct - 3500HP Fxd Finless (as tested- 75031.02). pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11548.9 3500 HP 60x96 Flange Frame Tempered Insulated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +60/-60 Other: FW-C60 Certification Agency Certificate FL11548 R1 C CAC APC 75031.03-109-47-r1 3500HP FIXED FLG 60X96 C60. df Quality Assurance Contract Expiration Date 08/07/2011 Installation Instructions FL11548 R1 It Install Instruct - 3500HP Fxd Flange as tested- 75031.03). odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 850) 487.1824, Fax f850) 414.8436 2000-2010 The State of FforWa. Al rights reserved. Privacy Statement 1 Copyright Statement I AcrassIbilty Statement I Piug-ln Software I Customer Service Survey I Contact Us Product Approval Accepts: I,+rp,•tt+t,;I I,,,;1ri;+,rtr„n!„rl,,, ,,,, ,tt aGnr na7.a,n vsrC:FVXCIwtT rnirihT.nRPl n7.1F.t9.rxr.__ 7/19/2011 Florida Building Code Online Page 4 of 4 ecurit •U htt.n-//flnrldahniIdin P.orp,/nr/nr ann dtl.acnx na m=y("rF.VX(wtnaudhT.aReDn7.1Ft9Tmxr.._ 7/18/2011 ELEVA7lON 4" typ. 72" J 16" a.c" max. 4" typ. T-T 16" o.c. Max. i N n Anchor See Section Details) 1" MINIMUM PENETRATION jV'*'VCLEARANCI; i— ALL FOUR SIDES) by others) penmecar. Caulk between (by others) flange and buck. JAMB DETAIL by others) Caulk around Perimeter, Caulk between flange and buck. by others) on«iar by o Caulk flange or Caulk Pei by otnersj HEAD DETAIL 2X BUCK AS REQUIRED 1" MINIMUM PENETRATION 8 X 1-1/4" SCREW MUST ACHIEVE 1" PENETRATION INTO .STUD. TYPICAL) SHIM AS REQUIREO SILL DETAIL Notes: 1. Installation depicted based off of structural test report # 84540.01-108-47. 2. Wood screws shall ratify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations ore assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Screw lengths shall be sufficient to guarantee 1" penetration into wood buck 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details . necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the, test window for the size shown and',,the design pressure claimed. for window sizes smaller then shown, locate jamb fasteners 4" from comers and no more than 16" an center. Locate head and sill fasteners 4" from comers and no more than 16" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +60.19 / 760.19 UNITS UP TO 72" x 72" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) M0 INSTALLATION INSTRUCTIONS FASTENER SCHEDULE ` FLANGE"'- PROQ n 01 wm en DAM V.M.R. 10/ /08 mC°CD 3500HP Picture Window sGYL[ arxn NONE 1 V 1 Windows &Doors Gratz, PA 6/0 X 6/0) a*o 1 3500HP PW FLG — E Florida Building Code Online Page 1 of 4 l - R z r -- _—. BCIS Nome Log in User Registration Hot TOplrs Submit Surcharge Slats & Facts Publications FBC Staff l 8CIS Site Map links j Search o Product Approval USER: Public User Product Approval l lenu > Product_or-A_vollcation Search > Aoollcallon-Ust > Application Detail FL # FL7351-R2 Application Type Revision Code Version 2007 Application Status Approved Comments ail— Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 615) 441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com 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 Exterior Doors Swinging Exterior Door Assemblies Certification Maroc or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Method 1 Option A 1-44—. .,,1r 1l 14/ 1• a^" ritl 1 WI ROM i Flbrida Building Cade Online Page 2 of 4 U C Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval 01/07/2009 Date Approved 02/03/2009 Summary of Products FL Model, Number or Name Description 7351.1 Fiberglass Door Unit 6'-B" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL7351 R2 C t_ NI006063_RS.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FLT351 R2 II FL73.51 6 8 Opaque Anchor.odf Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, f pressures listed. 3'-0" x 6'-8" max nominal size. Created by Independent Third Party: Hurricane protective system Is required in HVHZ, but not Evaluation Reports I in the Wind-borne Debris Region. See detall drawing Created by Independent Third Party: s DWG-MA-FL0151-06 for additional information. 7351.2 IFIberglass Door Unit 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C CAC N1006063-RS.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R?_J FL7351 8 0 Opaque Anchor_pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 3'-0" x 8'-0" max nominal size. Created by independent Third Party: Hurricane protective system is required in HVHZ, but not lEvaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FLO152-06 for additional Information. 735 Fiberglass Door Unit W-8" Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C CAC NI006063-R5 M Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 i Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL7351 R2,_II FL7351 6 8 Opaque ArIChOr.odf 1 Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: i Hurricane protective system is required In HVHZ, but not Evaluation Reports in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FLO151-06 for additional Information. 7351.4 Fiberglass Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C CAC NIQ06063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R2 II FL7351 6 8 Opaque Anchor,pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: Hurricane protective system is required in HVHZ, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FLO151-06 for additional information. 7351,5 tFiberglass Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: Yes FL7351 R2 C CAC NI006063-R5,PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use In locatlons`adhering to the FL7351 R2 II FL7351 8 0 Opaque Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: T(I FA d0/7141-7m1 i nn R/na n Florida Building Code Online Page 3 of 4 Hurricane protective system Is required in HVHZ, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FL0152-06 for additional Information. 7351.6 ; Fiberglass Door Unit 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL7351 _R2 C CAC NI006063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/-50.5 Installation Instructions Other; Evaluated for use In locations adhering to the FL7351 R2 II FL73S1_,$ 0 Opaque Anchor.pdf Verified By: National Accreditation & ManagementjFloridaBuildingCodeandwherepressurerequirements i, as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: Hurricane protective system Is required In HVHZ, but not lEvaluation Reports In the Wind-borne Debris Region. See detail drawing I Created by Independent Third Party: DWG-MA-FLO152-06 for additional Information. 7351.7 ; Fiberglass Door Unit 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C CAC NIOQ6063-RS.PDE Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL7351 R2 II FL7351 6 8 Glaz d.An_c_h_o_r_.Pdf Florida Building Code and where pressure requirements Verified By: National Accreditation Management as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: Hurricane protective system Is required in HVHZ, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FL0153-06 for additional Information. 7351.8 Fiberglass Door Unit 6'-8" Glazed Outswing Single or Double Door w/ or yr/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C CAC NI006063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date - impact Resistant: Yes 12/31/2010 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R2 II 1`1_7351.6 8 Glazed Anchor.pdf Florida Building Code and where pressure requirements Verified By: National Accreditation & Management as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: Hurricane protective system is required in HVHZ, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FL01S3-06 for additional information. 7351.9 Fiberglass Door Unit 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 G CAC NI006063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R2 II FL7351 8 0 Glazed Anchor.pdf - Florida Building Code and where pressure requirements Verified By: National Accreditation & Management i as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: Hurricane protective system is required In HVHZ, but not Evaluation Reports in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FLO154-06 for additional Information. 7351.10 Fiberglass Door Unit W-0" Glazed Outswing Single or Double Door w/ or w/o i Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL73$1_R2 C CAC NI006063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure; +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R2 II FL7351 8 0 Glazed Anchor.odf Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: Hurricane protective system Is required'in HVHZ, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FL0154-06 for additional information. I,t+r,•i ir.•i.inl„iii linrt nyrrir.r r r n" Afl fAA0101107ml In/MR/?nin 6" — SEE DETAIL 6" 3" 3" c 3" 3"" E c 3 C 3" C SEE DETAIL C" DETAIL "n' 3" OBA 6" — 6" 3" I II I If 1 U d SEE DETAIL 1vI 'p" 11.1 o {} rx C' u' Nlil 11It —I I_ 3., I 6" SEE DETAIL 8 x 2-1/2" Addenh n1D17A111 CeltifrmlmNa: 5 Rh*Aed8Y• 8 x 2-7/2" # 10 x 2" wlR.- 10 x 5/8" DETAIL "E" ASTRAGAASTRAGAL RETAINER 8 x 2-1/2" #10 x 1-1/4" ATTACHASTRIKE PLATE TO FRAME80LT 10 x 5/8" AS SHOWN. 10 x 3/4" 0.124' ANNEALED „ DECORATIVE INSERT 10 x 2" 0.000' SAFLEx IIIC ( OPTIONAL) QETAII__ '.' 0.124' ANNEALED--^ .0124' TEMP. G.962' 1 T OUTSWING THR SESHOL ALUM OR BUTYL SPACER 1.75" DowE 1.047" I T HIGHQAM' 0/S THRESHOI..DO/S THRESH0I..D TYPICAL Gl A7fN!7 D Ali IMPACT RATED G Yo 16 x 1-1/2" PNS Dow 832 OR EQUAL 6" EE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 832 ALUM, STEEL OR BUTYL EOOR WL\ SPACER Qa x I-I/2' aNs DOW 832 OR EQUAL "'.."T...tc. p 8 •:' INTERIOR TYPICAL NON —I PACT GLASS scALL: N.T.S. DWG. RY; $WS CHK. BY: OWC—fa—FL015 f — SHEET L OF L. 0 N W U Q' a SEE DETAIL D" SHT. 2 SEE DETAIL wG C" SHT. 2 A w ui J V G ATTACHMENT DETAIL, 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAS7) 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 MIN SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 0.25 MAX LOCATION, SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT Tr 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. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3„ l II I li Il li ft it I1 I W C a 0 W Li 8 rY iD I' I' 6" f (— 3" 3 6" J,. 6" 1. []nlAfn.0 cncn. 11 C 1- MAXIMUM SECURITY SERIES GRADE 2 KWIKSETCYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5—•1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. Adder d to Wg Ce t6k2tlmtlo: N F c Rev' awed By. DaWeR o µ0 swe: N. T.S. owc. ar: SwS GM. BY: DY/G- FAA-FLO19 s -00 slicer 3 oe 3 d SIDE -HINGED FIBERGLASS DOOR UNIT 6'-6" DOUBLE DOOR WITH / WITHOUT SIDELITES SENFRAL 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIREO. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REOUIRED ON OPAOUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIREO ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: SELF IGNITION TEMP I ASTM 01929 8C3 'F > 650 'F RATE OF BURNING I ASTM 0635 0.79 IN MIN SMOKE DENSITY I ASTM Oi843 1 4&9% TENSILE STRENGTH` I ASTM 0638 1 -7.37 DIFF 6. PLASTIC5 TESTING OF LITE FRAME MATERIAL: 5£LF IGNITION TEMP ASTM D192S 690 'F > 650 'F RATE OF BURNING ASTM 0835 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH' ASTM D638 7.48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WLAINERING 4500 HOURS XENON ARC METHOD 1 13 13 e 0 0 00 00 1100 SINGLF DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET H DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES AN H RING LOCATIONS & DETAILS 3 IANCHORtNG LOCATIONS & DETAILS 149' MAX. OVERALL FRAME WIDTH 21' MAX 36,375" MAX. 37.5"-D.L.O. PANEL WIDTH FRAME MAX. I W/ASTRAGAL FRAME WIDTH DOUBLE DOOR UNIT WISIDE1.17E5 AWardisnto KW Cer ammmND.: Re& ew BY DaieR ' o I I I I I ICI DESIGN PRESSURE RATING WHERE WATER INFILTRATION- PERFORMANCE IS i REQUIRED TO BE 15% OF DESIGN PRESSURE N I MAX WIDTH H7. INSWING D. 0 .0 UTSWING 85. INSWING 19. 0 -19.0 OUTSWING 70. 0 -70.0 OUTSWIN ' 0. 0 -70.0 X% 4 50.3 -50.5 55.0 -50.5 19.0 -19.0 40.tl -40,0 55.0 -50.5 O% or XO S SD.S -50.5 55.0 -50.5 19.0 -19.0 40.0 X 112. 50.5 -50.5 55.0 - 0.5 19.0 -19. 40.0 OX 0 149 50.5 -50s 50.5 19.0 -19.0 a0:0 --aOA 55.0 c O U ©ONp z 0 N I= w U o= z 6,w t\ or: 01 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 MINSHIMMUSTBEPLACEDINSHIMSPACEATEACHANCHOR 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. 6. 3" I I c 3 I C - E —1— 31 ulI -h- N W z U a SEE DETAIL 0" SHT. 2 Q ww W O 6 25'• dAXHIM TYPICAL ANCHOR INSTALLATION f ! II fI II II i I I 1 1 I I I I I I I W-MnWAMC @hL1Cf1111 v a 1. 1 KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. AddendunroNNdf Re&yed RY DaleAerlawdi SCALE: N.T.S. owc. m SINS CHN. M pp IN0 NO.: OWG—MA—A.OIS1-00 sHca J oe J SEE DETAIL C" 6' SEE DETAIL 3. 6 I _" E" 3" ' 3r 1 3^ 4, ' I I— 31 II I ! 6. O a wJ 4 w 8 0 OB A6 II 6" Il— 6" II ci N O F w a SEE DETAIL n » D» 7R- Ta w O 10 v C e g' fi SEE DETAIL 7 F' 8 x 2— 1/2 A YldunmlUuk CefdtdmIio.:_ 8 x 2-1/2" #10 x 2" DateAe t0 x 5/8" DETAIL " E" ASTRAGAL 8 x 2-1/2" #10 x 1-7/4"' ATTACH ASTRAGAL RETAINER BOLT STRIKE . PLATE TO FRAME j # 10 x 5/8" #10 x 3/4 AS SHOWN. 0. 124' ANNEALED DECORATIVE INSERT 10 x 2," 0.000" SAFLa IIIC 0OPTIONAL) DETAIL "C' 0.124' ANNEALED .124' TEMP. DETAIL_ " 0' 1. 375" T INSWING THR SF HofDO. e62'1 T OUTSWING THRESHOLD ALUM OR BUM SPACER 1. 75 W 1. 047. ORE T HIGH DAM O/S THRESHOI..D M RICR I INTER10s TYPICAL_ GLAZING OFTAII_ IMPACT RATED GLASS 16 X 1-1/2' PHS DOW 832 OR EQUAL 6" EE DETAIL C' 6" ASTRAGAL RETAINER 80LT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A t .375" THROW DETAIL " F" ASTRAGAL DOW 832fl1lUFRlQR ALUM. STEEL OR 8UTYL OR EOUAI\SPACER Dow 832 OR EQUAL Og TYPICAf Gt A7_ ING DFTAft, NON — IMPACT CLASS N z cN O Lv! U cc Lj z o0 O cc I S CJ Imo: N.T.S. I Bf: V. DWO- k4-FLO151-06 SHEET 2 OF 3 SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES I. 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED, 3. WHEN INSTALLED IN THE WINO -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAOUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REOUIRED ON PANELS WITH NON -IMPACT GLASS. 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX Of 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF IIS PER ASTM E84. S. PLASTICS TESTING OF FIBERGLASS FACING: rrcr nerreionnu SELF IGNITION TEMP ASTM 67929 803 'F > 650 'F RATE OFBURNINGASTM 0635 0.79 N it SMOKEDENSIYASTM02843148.97. TENSILE STRENGTH- ASTM 0638 1 -7.1% OIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: rcer nrQnorvn neelr_,.,AY-l oeeiur SELF IGNITION TEMP_ ASTM 01929650 F RATE OF BURNING ASTM 0635 1.10 IN/MIN SMOKE DENSITY ASTM 02843 1 69.67. TENSILE STRENGTH- ASTM 0638 1 --7.48% DIFF rMlV111 VC MNI ILL WKU JM A IkK WtAIKr.KINV 4500 HOURS XENON ARC METHOD 1 ill Iwi iw Ill ICI 1 1 TABLE OF CONTENTS - SHEET # I DESCRIPTION t TYPICAELEVATIONS & GEN RAL NOTES 2 IANCHORING LOCATIONS & DETAILS 3 ANCHORING OCATIONS & DETAILS 149' MAX. OVOMI. FRAME WIDTH 21" MAX 36.375" MAX. PANEL WIDTH -I I'- FRAME WAX. IDTHW/ ASTRAGAL l m 11 0 , 0 I PnJ ?)- F DOOR UNIT W/SlDELITFS AddawwtoHIM Celtifx2rioRHo, N 1 ao t t,. AllviewedBy. ..._ ; IJI DaleRe, ie++ed: I z >S f off_.__ lil Nil t! I ( ( 101 IN I Ell- I I I-mIa DESIGN PRESSURE RATING WHERE WATER INFILTRA710N PE 0 MAN E IREQUIRED TO BE 15% OF DESIGN PRESSURE C NFI MAX WID H INhWINO OUTSWING I INSWING OUTSWING I CUTSWINc.- X 375 19.0 19.0 7 0. 10 I740.5 55.XX50,5 19.0 19.0 40.0 -40.0 5. 50.5 OX or X 7S 5D.5 55.0 zu.z 1+19.0 19.D 40.0 -40.0 55. S0. OXO 112. 50.5 50.5 55.0 50.5 19.0 19. 40.0 -40.0 55.0 50. OX 0 I 14S 50.5 50.5 55.0 50.5 19.0 SCALE. N.T.S. ONC. 81': SW; CKc ar DRAWNG NO.: DWG- MA-FL0151 5KIlCr 1 OF Florida Building Code Online r Page 4 of 4 Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tafiahas5ee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 b 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Cooyrioht Statement I Accessibillty 5taterslgnt I P.LV..-4-tn Software I Customer Service Survey I Contact U@ Product Approval Accepts: CA RiEN -T- Crt http://floridabuilding.org/pr/pr_app_dtl. aspx?param—wGEVXQwtDgvNCLfA4%2bOzml... 10/18/2010 s s_EE 0-TAIL s^ 3^ c r , 3- Y- I I r- 3 3 -Y4i / ..- 3" (Z 7 F 3I DE m n SEE DET) D- 3- - ' t 3_ 3- 3^ , 3. f- 3-3 1 — b- 6- -- i b" SEE DETAIL F" )48 x 2-1/2" I 6" 6" I e IL A A a b^ 3 SEE DETAIL c. ASTRAGAL RETAfNER BOLT HOLE MUST BE DRILLED THROUGH10x5/S' DETAIL "E" ASTRAGAL THE THRESHOLD & INTO THE 8 x 2-1/2" STRUCTURE DEEP ENOUGH 10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT Qi FORA 1.375" THROW 10 x 1/2" STRIKE PLATE TO FRAMs 8 x 2-1/2" #t0 AS SHOWN. DMIL "F" ASTRAGAL x 5/3" 0 # 10 r. 1/2" 0-124" ANnD= "-DenOur%C IN=T PC 2-?/2' Aamimvtr'6 0.090' SWEX nrs (0PIONAL) DETAIL "C" C m ga_. I .. n.t2c ANNEALED 0z2< TAP. DEf'AIL "D" 1.375_ 0.9621LDow 1.75' l fix` Dox' ES2 ON EDP, .•, Or EQUAL T T T C-XrEg, roa INSWING THRESHOLQ OIZITSWING THRESHOLD HIGH DAM 0/S THRESHOLD TYPICAL GLAZING DETAIL IMPACT RATED GLASS DAM 2/a/06 I N.T.S. a+'D• err: SN.'S cw peCEr 2 of 3 __ i CL:Lo a N METAL -EDGE STEEL DOOR UN17 N 6-0" GLAZED DOUBLE DOOR WFF H / WPTHOUT SIDEUTES p WPANprWIDTHQz cFTta NOT s 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z ti THE FLORIDA BUILDING CODE AND WHERE PRESSURE I - REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM Z O DESIGN LOADS FOR SUILOINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES L'STEO. 2 THIS PRODUCT DOES NOT REOUIR' THE USE OF HURRICANE PROTCTIVE SYSTrEM (SHUTTERS), a V 3_ POLYUR,7- HANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DNEIOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LIE FRAME MATERIAL: i TEST DESCRIPTION DESIGNATION RESULT NH COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o h m w 4500 HOURS XENON ARC METHOD 1,0. olh g aJc s Atl *m.bw.. DDtletf PQgF_{!Ni'f' V( !D" n'cS _ O iwc AariaW* IJRa6eRsvieaeC _ ,9 . a 8 i j o I N I I w ' LJ SfNM F DOOR UNfi DOUBLF1100R UNTf SlNCLF DQ R UNfi 5MGLF DQp(? UjdIT SINGLE BOOR UNIT' W/ fD- 1'f-S DOUR7.F DDOR UNIT' W/SIDEL?cSDOOR - WITH SIDEL17c WITH SIDEL O; i WHEREWA IN. LTRATICN PERFORMANC 15 b^TD 2/8/08 ' DESIGN PRESSURE RATING REOUIRM TO BE 15% OF DESIGN PRESSURE 7-ALL CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X .i75 +47.0 -50.0 +50.0 -SO.O +19.0 -19.0 +40.0 -40.0 +SO.O -50.0 ' BY. S`S XX 74 +4.0 -50.0 I +'0.0 -50.0 +19.0 =19.0 ++0.0 -40.0 + 0.0 - 0.0 CHIC BY: OX or XO 75 +47.0 -50.0 1 + 50.0 -50.0 I +T9.0 -]9.0 +40.0 -40.0 DRANHNG 80.: OXO 112.5 .O -50.0 +SO.O -SO.O +13.0 -19.0 +40.0 -A-0_0 +50.0 -SO.O MA-FLdl76-06+ OXXO 149 +47.0 -50.0 +50.0 -50.0 +19.0 --19.0 +40.0 - Dorm r=hHighDamThn;hoid Design SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATc" OF BURNING ASTM D635 L10 IN/MIN SMOKE DENSITY ASTM D2$45 69.65 ' TENSILE STRENGTH' ASTM D636 7.487. OIFF TABLE OF CONTENTS SHEEP # DESCRIPTION 1 Tl'PS^..AL ELEVATIONS & GEN3iAL NO7S 2 ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS & DETAILS i49 MAX OVEAAtl FRNAF H70Tfi 21 " MAX 36.375" MAX. { 37S" MAX. FRAME WIDTHw/ASTR4GAL I e rn z X w { O o o s SEE DETAI SW SEE DETAIL h $H 1. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WIIH 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 ,.so" SHIM MUST BE PLACED IN' SHIM SPACE AT EACH ANCHOR MIN LOCAT 10N. 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_ m t w DETAIL SN7. 2 6.3 r t 6. 3" 3" I 8 I 1 I J HARDWARE. SCHEDULE J !L :- j 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 11 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 ANSI/BHMA A156.1 S) SURFACE BOLTS INSTALLED D25" ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP MAX AND (1) AT BOTTOM. 3H1M 2, 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL ANCHOR INSTALLATION 4-9/16" MIN JAMB A6d3citmto-Pi St Rt I r1 a A 1 4i< SMWZ- N.T S. DWM. V. SW-S a«. at 0WG-ALA-FL017E-0S sMEEr 3 OF 3 MIWD - Glass Info Page 1 of I S Glossa ice Window Styles Glass Information Glass info There are many different types of glass to choose from. Check to see which types fit your needs. Installation Green & Clean is a dual pane glazing unit with double strength LoE 366 glass, stainless steel XI Instructions low maintenance exterior glass surface, and Preserve"-' protective film on both sides. Green & Clean Extreme is a triple pane glazing unit with two panes of LoE 366 glass, stainless gas fell, NeatT"' low maintenance exterior glass surface, and PreserveT1' protective film on both si insulating Glass is formed when two or more pieces of glass are spaced apart and sealed to foi pieces of glass. This air space creates insulation for the window, keeping heat inside the home d Laminated Glass is created by joining two or more pieces of glass together with an inner layer c glass on the plastic layer in the event of breakage. Laminated glass is four times more impact re: reducing sound transmission through the window. w Low E Glass is a low emissivity glass that has a transparent coating on it. This coating acts as a passage of visible light. In hot climates, Low E glass reflects solar heat, keeping the inside of yo+. radiant heat back into the house, keeping your home warm. Cooling and heating costs are ultimo during both the winter and summer seasons. Obscure Glass is used for privacy, decoration or light diffusion. A design is pressed into the gla: translucent, allowing light to pass through, but creating a blurred surface. Tempered Glass is reheated to a temperature right below its melting point and is (hen cooled qu regular glass. Tempered glass is designed to spread force and break into many smaller pieces u Tinted Glass reduces both visual and radiant transmittance in the window. It reduces heat transi mineral called Admixture is added to the glass. Home I 31teMan I Contact Us I Important disclaimer I Product Warranty t,44— 11 -.,.. —A ....v. /Inn. ...nir(nr.fio.•/n nc nTn n nr v 7/1(W01 1 Web NEW CONSTRUCTION WINDOWS THERMAL TEST INFORMATION THERMAL PERFORMANCE Clear IG 0.69 0.68 0.71 Low-E IG 0.56 0.35 0.61 Low-E and Argon IG 0.50 0.35 0.61 Sun140low-E 0.61 0.24 0.34 HP Low-E IG 0.56 0.25 0.47 HP -Low E and Argon IG 0.55 0.24 0.34 Its 740 Single Hung Clear IG w/grids 0.70 0.62 0.64 low-E w/ grids 0.59 0.31 0.54 Low-E andArgonw/grids 0.52 0.31 0.55 Sun140 Low-E w/ grids 0.64 0.22 0.30 HP -Low E w/grids 0.59 0.23 0.42 HP -Low E and Argon w/ grids 0.58 0.22 0.31 Clear IG 0.63 0.73 0.76 Low-E IG 0.48 0.37 0.65 low-E and Argon IG OA2 0.37 0.65 Sunl40 Low-E 0.49 0.25 0.36 HPLow-E IG 0.48 0.27 0.50 HP - Low E and Argon IG 0.42 0.26 0.50 740 PW Clear IG w/ grids 0.64 0.66 0.68 Low- E vf/ grids 0.51 0.34 0.58 Low- E and Argon w/ grids 0.45 0.33 0.58 Sun140 Low-E vr/ grids 0.51 0.23 0.33 HP - Low E w/grlds 0.51 0.25 0.45 HP - low E and Argon w/ grids 0.44 0.24 0.45 Clear IG 0.68 0.64 0.67 Low- E IG 0.52 0.33 0.58 Low- E and Argon IG 0.49 0.33 0.58 Sun140 Low-E 0.55 0.22 0.33 HP Low-E IG 0.54 0.24 0.45 HP - lour E and Argon IG 0.49 0.24 0.45 185 Single Hung Clear lG w/ grids 0.68 0.58 0.60 Low- E w/grids 0.52 0.30 0.52 Low- E and Argon w/ grids 0.50 0.29 0.52 Sun140LOv/- Ew/grids 0.56 0.20 0.29 HP- LowEw/grids 0.52 0.22 0.40 I HP - Low E and Argon w/ grids 0.50 0.21 0.40 Clear IG 0.60 0.70 0.74 Low- E IG 0.43 0.36 0.64 Low- E and Argon IG 0.40 0.36 0.64 Sun140 Low-E 0.46 0.24 0.36 HP - tow E and Argon IG 0.40 0.26 0.49 185 Fixed Clear IG w/ grids 0.61 0.63 0.66 Low- E w/grids 0.43 0.33 0.58 Low- E and Argon w/ grids 0.41 0.32 0.57 Sun140Low- E w/grids 0.47 0.22 0.32 HP -Low Eand Argon w/grids 0.41 0.23 0.44 Clear IG 0.70 0.64 0.66 Low-E IG 0.54 0.33 0.58 Low-E and Argon IG 0.51 0.33 0.57 Sun140 Low- E 0.55 0.22 0.32 HP -Low E and Argon IG 0.51 0.24 0.44 188 Single Slider Clear IG w/ grids 0.71 0.57 0.59 Low-Ew/ grids 0.54 0.30 0.51 Low-E and Argon w/ grids 0.S3 0.29 0.51 Sunl40Low-E w/grids 0.55 0.20 0.29 HP -Law E and Argon w/ grids 0.53 0.22 0.39 Clear IG DA9 0.64 0.67 Low-E IG 0.34 0.32 0.57 Low-E and Argon IG 0.32 0.31 0.57 HP Low-E 1G 0.34 0.23 0.44 Sun 140 Low- E 0.34 0.21 0.32 HP-LowE and Argon IG 0.31 0.22 OA4 3540 Single Hung Clear IG yr/grids 0.49 0.57 0.59 Low-Ew/grids 0.34 0.29 0.S1 Low-E and Argon w/grids 0.32 0.28 0.51 HPLow-EW/grids 0.34 0.21 0.39 Sun 140 Low- E w/ grids 0.34 0.19 0.29 1- -- 1 HP -Low E and Argon v+/ grids 0.31 0.20 0.39 Clear IG 0.48 0.67 0.70 Low-E IG 0.32 0.34 0.61 Low-E and Argon IG 0.28 0.33 0.61 HP -tow E IG 0.32 0.24 0.47 Sun 140 Low-E 0.32 0.22 0.34 3540 Fixed HP -Low E and Argon IG 0.28 0.23 0.47 Clear IG w/grids 0.48 0.60 0.63 Low-Ew/grids 0.32 0.31 0.55 Low-E and Argon w/ grids 0.28 0.30 0.54 HP Low-EW/grids 0.32 0.22 0.42 Sun 140 Low-E w/grids 0.32 0.20 0.31 HP -Low E and Argon w/grids 0.28 0.21 0.42 Clear IG 0.70 0.67 - 0.71 Low-E IG 0.55 0.34 0.61 Low-E and Argon IG 0.50 0.34 0.61 HP -Low E and Argon tG 0.51 0.23 0.34 420 Patio Door Clear IG w/grids 0.71 0.60 0.62 Low- Ew/grids 0.57 0.31 0.53 Low-Eand Argon w/grids 0.52 0.31 0.54 HP-LowE and Argonw/grids 0.53 0.20 0,30 Clear IG 0.71 0.62 0.64 Low-E and Argon IG 0.54 0.31 0.55 Sun 140 and Argon IG 0.55 0.22 0.31 620 Patio Door Clear 16w/grids q 0,71 0.54 0.56 Low-E and Argon w/ grids 0.54 0.28 0.48 sun 140 and Argon w/ grids 0.55 0.19 0.27 L.I/C& On proaucr W r all In er In 01 W11-1.10- All ratings for grids reflect flat grid options Above values can vary depending on use of flatgrids or sculptured grids and optional glass thicknesses upgrades such as 3/16",1/4" laminated,1/8" tempered, 3/16" decorative glass etc... Please visit our website at www.miwd.com for more detail. Definitions low E - Low -emissivity glass with a transparent coating which acts as a thermal mirror -used to increase a window's insulating value, block or increase heat flow, and reduce fading. Argon -An inert, colorless, and harmless gas used Instead of air in seated spaces between panes of glass in insulating glass units to increase insulation. Argon is less conductive to heat than air. It is injected in the airspace of an Insulating unit, to improve energy efficiency. Grids- Decorative Inserts for windows or door glazing that adds a traditional touch -available in flat and sculptured. U•Value - U-Value measures the rate of heat transfer and tells you how well the window insulates. The lower the U-Factor, the better the window Insulates. SHGC (Solar Heat Gain Coefficient)- measures the fraction of solar energy admitted and tells you how welt the product blocks heat caused by sunlight. The lower the SHGC, the less solar heat the window transmits. SHGC is measured on a scale of 0 to 1. VLT (Visible Light Transmittance)- measures the amount of light the window lets through. The higher theVT, the more light you see. Vr is measured on a scale of 0 to 1. Energy Star Compliance Northern Q North-Central f South-central 0 Southern r REVISION JUL as0 2013 Permit # 1544 Revision # r' Project Address: S % E II O Sf Contact: 3q 0 5 l 3 r 5 F 3 t"1 Ph: Fax: Email: Trades encompassed in revision: General description of revision: Building r if e t5,) U tYq Plumbing IL) S A0 t< .X STl Yt 3 Electrical C j A 7 Mechanical CJ OL)Q E Le-t(-- C4rLife Safety D Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals U."' Building Y(' I—z 4x; — Revision 0 ,tiV City of Sanford Response to Comments 0 Building & Fire Prevention Division SEP 19 2013 Ph: 407.688.5150 Fax: 407.688.5152 Permit # Submittal Date —(7—/?—/3 4f— - Project Address: 17 U F4 3.2j V Contact: " ie'ne— Ph: 3 - a 6/3 - / Email Trades encompassed in revision: Building M Plumbing El Electrical 13 Mechanical 0 Life Safety D Waste Water Department Fax: General description of revision: IXYIP)o CZ176-1 Lf / ce, e'x' ROUTING INFORMATION El utilities El Waste Water El Planning, El Engineering Fire Prevention Building / Approvals h, 1 4v