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Home My WebLink About2207 Coronado Concourse (2)RECEIVED Permits Pius, LLC P.O BoFL6650 34478Ocala, 352) 861-Plus (7587) Ocl 2 1 za10 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address; -Orn;^" n ( twel rz Historic District: Yes No Parcel ID: 71 1 lc c Zoning: Description of Work: sV1 CL., Plan Review Contact Person: - "' n -1-- Title: _Acy n'r G, -S2i n 1-75 5 E-mail: Phone: ;'b2 -(rl ' 75 r1 Fax: —00M Property Owner Information Nam e G i - Phone: _ Street:- %ra U f f Resident of property? City, State Zip: Contractor Information Name ( `"mac es P rz i2zr'S.1 nC • - t _CotE Phone: Street: f 5 2q qnt *h ih ( k C j C is *$k3 D Fax: ) 2 o f- r7. City, State Zip: QjjQn.6L2. Fl- 3Z914 State License No.: r r rSbSl-I I i ArchitectlEngineer Information Name: NIP Phone: F' Street: Fax: ,_ N P City, St, Zip: hl I P E-mail: Bonding Company: Mortgage Lender: t J fl — Address: 0 P Address: 1 PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical O New Service - No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing E3 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. QWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 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 YOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, then may d th additional restrictions re may be additional permits lreto this property that may be found in the public records of this county, ired 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 ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. Z4 I D I Signature of ownodAgent Date Print owner/AgenPs Name Signatute of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Name je =ID ANNE 5. KV"'" MY COMMISSION # DD601480 E)CPIRES: October 21, 20I0 FI, Notary Divamt Assoc. CO Contractor/Agent is V Personally Known to Me or Produced ID Type of ID ____________. G: APPROVALS: ZONIN A I u- , i - i o UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAviD. JJ'oHHmW" C7=A, ASA r 5.0 PIRCIPERTY. 7.0 SEZaIINOLEDOUNTYFL,.. 11Of E FlasTSs t t0tri 6ANFOxd FL 3277I A 468i 407 665 5087 6.0 13 0 9:0 t.A: 11 12 I1:7 14 '. G213.0-111.4 W 24TH, ST- VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Number of Buildings 1 1ParcelId: 36-19-30-534-1100-0040 Depreciated Bldg Value 94.207 94,727Owner: JONES TARITA D Depreciated EXFT Value 0 0MailingAddress: 2207 CORONADO CONCOURSE Land Value (Market) 12,990 12,990City,State,ZipCode: SANFORD FL 32771 Property Address: 2207 CORONADO CONCOURSE SANFORD 32771 Land Value Ag 0 0 Subdivision Name: HIGHLAND PARK JustlMarket Value 107,197 107,717 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: 00-HOMESTEAD (1994) Save Our Homes Adj 1 27,1761 29,800 Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 80,021 77,917 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 80,021 50,000 30,021 Amendment 1 adjustment is not applicable to school assessment) Schools 80,021 25.000 55,021 City Sanford 80,021 50,000 30,021 SJWM(Saint Johns Water Management) 80,021 50,000 30,021 County Bonds 80,0211 50,0001 30.021 Potential Portability Amount is $27 176 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp qualified 2010 VALUE SUMMARY FINAL JUDGEMENT 02/1995 02888 0080 $100 Improved No Tax Amount (without SOH): 1,354 WARRANTY DEED 10/1987 01898 1675 $57,700 Improved Yes 2010 Tax Bill Amount: 756 WARRANTY DEED 12/1986 01798 0133 $100 Vacant No Save Our Homes (SOH) Savings: 598 WARRANTY DEED 03/1986 01718 1401 $12,500 Vacant Yes 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED03/1978 01161 1398 $20,000 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick. FRONT FOOT & DEPTH 53 108 .000 285.00 $12,990 LEG LOT 4 BLK 11 HIGHLAND PARK PB 4 PG 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building Sketch 1 SINGLE FAMILY 1987 6 1,344 1,710 1,344 CB/STUCCO FINISH $94,207 104,096 Appendage / Sgft OPEN PORCH FINISHED / 102 Appendage / Sgft GARAGE FINISHED / 264 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http: //www. scpafl. org/web/re_web. seminole_county_title?parc el=3 6193 05 3 411000040&... 10/ 19/2010 DATE IMMMDIYYYY) Ac R CERTIFICATE OF LIABILITY INSURANCE 03/1212010 _ THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION PRoDucER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MARSH HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 100 N. TRYON STREET. SUITE 3200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CHARLOTTE, NC 28202 FAX ( 704) 374-8500 47095-CASUA-ONLY-10- 11 Licens FL LHC INSURED Lowe's Companies, Inc. and Subsidiaries PO Box 1000 Mooresville, NC 28115 AI INSURERS AFFORDING COVERAGE I NAIC # INSURER A: Self Insured j INSURER B: National Union Fire Ins Co Pittsburgh PA 19445 INSURER C: New Hampshire Insurance Company 23841 INSURER 0: Illinois National Ins Co 23817 INSURERE: Illinois Union Insurance Cc 27960 JERAGES. HE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. THE POLICIES OF INSURANCELISTEDBELOWHAVEBEENISSUEDTOTNOTWITHSTANDINGANYREQUIREMENT, TERMORCONDITIONOFANYCONTRACTOROTHERDOCUMENTWITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED ORMAYPERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDU POLICY"nCTIYa POLICY EXPBtATION LIMITS TYPE OF INSURANCE POLICY NUMBER DATA RMOI IYM) OATl (YMlDDlYYYY) AISRR EA U GENERAL LIABILITY Uv TO RENTED X COWIMERCIALGENERAL LIABILITY Self - Insured 04/01/2010 04/01/2011 PREUI Ee Nence $ WD E(P (Any one peon) $ CLAIMS MADE El OCCUR GENERAL AGGREGATE LIMIT APPLIES i n POLICY 7 JECT I WC AUTOMOBILE LIABILITY X ANY AUTO CA6647501 (AOS) 04/01/2010 04/01/2011 B ALL OWNED AUTOS CA6647502( MA) 04101/2010 04/01/2011 C CA6547503 (VA) 04/01/ 2010 04/01/2011 B SCHEDULED AUTOS HIREDAUTOS NON- OWNEDAUTOS i I i i GARAGE LIABILITY iANY AUTO I ' EXCESS 1 UMBRELLA LIABILITY B X BE27471705 04/01/2010 04/01/2011 OCCUR CLAIMS MADE DEDUCTIBLE RETENTION E WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WCO20342251 ( AOS) 04/01/ 2010 04/01/2011 C ' ANY PROPRIETORJPARTNER (EXECUTIVE Y l N . N WCO20342252 (W I) 04/01/ 2010 04/01/2011 D ; , OFFICER/M EM8ERyyEEeX3sCLUDED? SPECWL IPROV1v0M b+rlae uMer — B OTHER Excess WC XWO4880417 D4101/ 201D 04/01/2011 TNSC46242531 04/01/2010 04/0112011 E TX Employers XS Indemnity OV INJURY REGATE OMPIOP AG 7SOMLY NGLE LIMIT Ea aecklerg) 5,000,000 Y BODLY INJURY Per aedden PROPERTY DAMAGE $ Per eccidenI) AUTO ONLY • EA ACCIDENT $ OTHERTHAN EAACC AUTO ONLY; AGG , $ EACH OCCURRENCE $ 51000,000 AGGREGATE $ 5, 000, 000 L. EACH ACCIDENT ' P """•""" I it. DISEASE - EAEMPLOYEE $ 2,000,00(ii L.DISEASE . POLICY LIMIT $ 2,0001000 WC:Stat/EL:$3mil; xs $2mil SIR 8mll EeOcc/Agg; xs $2mll SIR DESCRIPTION OF OPERATIONSILOCATK)NSNEMLESIEXCLUSIONSADDED Ely ENDORSEMENT15PWALMVVI- GeneralContCenters, s, Florida is ant actor's License No. CC1the 3ZionePeiteeAnthons. C afaroContrlllt CertifiedRoofing Contractorovs License No. r. ( Please see Pa7, Peter ge 2 for additionalinformation.) CERTIFICATE HOLDER ATL-001786162-24_ City of Sanford, Florida PO Box 1778. Sanford, FL 32772-1778 CANCELLATION SHOULD ANY ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIONDATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO 90 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KING Am THE INSURER. ITS AGENTS OR REPRESENTATIVES. of I; Diana 1CJ. l.OirQ v"•—`' ACORD 25 (2009101)!— The ACORD name and logo are registered marks of ACORD LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 7-25-10 1 hereby name and appoint: CHRITY GALAS, GREG GALAS, JENNIFER FOGEL, DONNA MALVAR, CHARITY SCHWINGEL an agent of.. LOWES HOME CENTERS INC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. p The specific permit and application for work located at: Street Address) Expiration Date For This Limited Power Of Attorney: 7-25-11 License Holder Name: PETER ANTHONY CAFARO III State License Number: CGC1508417 Signature Of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 25 200 10. by PETER CAFARO or who has produced PK as identification and who did/did not take an oath. Signature Notary Sea]) ANNE S ROMANO Print or Type Name day of JULY who is personally known to me/ Notary Public — State of FLORIDA Commission Number DD601480 My Commission Expires: 10-21-2010 HNNi c. ROivlANOc g '. fl 10 1.\1Ktilli`: DI)LU!.1fi0 u;h d F\P'.NliS.lkcolx r '.. 3QIR w r OD m Lh co 00 DO mn m H rn p m m STORE COPY Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstallremove/reinstall security system equipment. Customer is responsible to advise if prop- ertyisgovernedbyHistoricDistrictRegulations. Additional Specifications: The Environmental Protection, Agency (EPA)has requested that Lowe's notify installation customers that a lead based paint hazard mayexistindwellingsbuiltpriorto1978. See pamphlet EPA 747-K-99-001 for details. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES W9rk is to commence upon reasonable availabtity of Contractor which is anticipated to be Esfimated completion date is [till in date]. NOTICE TO CUSTOMER where applicable labor is taxable,check local tax restrictions. SUB - TOTAL $ 2257.61 TAX 0.0 DELIVERY 0.0 ORDER TOTAL 2257.61 BALANCE DUE in date]. All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form_ This assumes sound existing substructures, superstructure and paints of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESc" OUR HAND(S} AND SEAL(S) BELOW THIS. _DAY OF O aplQ Lowe' sliome Centers, Inc. L By: ( Seal) Print me: 430 N 01 tme fE f ,. r o d f ,1 ;1N J t_- (Seal) oAddressOwner mStore f 57 roieci o. 527 d1 or TOMAS COLON IDPage oTiT f 0 0 11 z a r r rn 0 a r rn co Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@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 Listing Certification 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 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http: //www. floridabuilding. org/pr/Pi_app_dtl. aspx?param=wGE V XQwtDquftCwaMPtp3 ... 10/20/2010 Florida Building Code Online Page 2 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/14/2008 02/14/2008 02/15/2008 03/18/2008 un na y VI rfV{7u CI5 FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door Limits of Use ertification Agency Certificate Approved for use in HVHZ: Yes L8228 R2 C CAC NI006900 odApprovedcforuseoutsideHVHZ: Yesuality 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 Detail 68 Ooaque odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, j 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 Fiberglass 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 odf Approved for use outside HVHZ: Yes Quality 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 Ooaaue 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- FL0161-07 for additional information. 8228.3 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 i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: Yes Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Detail 68 Ooaoue 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 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. 8228.4 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 Resistant: Yes Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Detail 68 Ooaoue 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 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 11 Fiberglass 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 R2 C CAC NI006900 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3... 10/20/2010 Florida Building Code Online Page 3 of 4 Impact Resistant: Yes Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Details 80 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 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- FL0161-07 for additional information. 8228.6 Fiberglass Side -Hinged 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 FL8228 R2 C CAC NI006900 pdf 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 Details 80 Opaoue 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 8'-0" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not Created by Independent Third Party: i required in the Wind Borne Debris Region. See DWG-MA- FL0161-07 for additional information. 8228.7 Fiberglass Side -Hinged 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 FL8228 R2 C CAC NI006900 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Detail 68 Glazed df 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 Hurricane protective system required in HVHZ, but not Created by Independent Third Party: required in the Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional information. 8228.8 Fiberglass Side -Hinged Door Unit 6'-8" Glazed 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 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R2 II Anchor Detail 68 Glazed 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 Hurricane protective system required in HVHZ, but not Created by Independent Third Party: required in the Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional information. 8228.9 I Fiberglass Side -Hinged Door Unit 8'-0" Glazed 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 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Details 80 Glazed gdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management s 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 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- FL0163-07 for additional information. 8228.10 Fiberglass Side -Hinged Door Unit 8'-0" Glazed 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.pdf http://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDquftCwaMPtp3... 10/20/2010 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 FL8228 R2 II Anchor Details 80 Glazed 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 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- FL0163-07 for additional Information. 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 (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovrioht ctat_ pment I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ti turit' t rles :c vwrlsigm . Tru HBO maim, Y[9+f http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquftCwaMPtp3... 10/20/2010 SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 2.. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT CLASS. 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: TEST DESCRIPTION DFSIrNAnnnl Taco IT SELF IGNITION TEMP 1 ASTM D1929 803 'F > 650 "F RATE OF BURNING I ASTM D635 1 0.79 IN MIN SMOKE DENSDY I ASTM D2843 1 48.9% TENSILE STRENGTH" I ASTM D638 1 7.3% DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP I ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM 0635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH- I ASTM D638 7.487. DIFF COMPARARivE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 e •FU TABLE OF CONTENTS SHEET IF DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149" MAX, OVERALL FRAME MOTH 1"MAX36..375" MAX..O. — { PANEL WIDTH 37.5" MAX. W/ ASTRAGAL FRAME WIDTH FSINGLE DOOR UNIT SINGLE i SINGLE DOOR UNIT W/SIDEI ITES WITH SID ! ITE WITH SIO 117 wl N.T.S. o ar: SWS CHK. BY: OF IH 3' SEE DETAI nC" 3" DETAIL "D" 10 x 2" 10 x 5/8" 10 x 5/8" 10 x 3/4" 10 x 3/4" 10 x 2• DETAIL "C" La ILI a a SEE DETAIL W ul m I I _6 0r in e, 8 x 2-1/2 T I DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 124' ANN 1 0.9621 I- 1.37 " W . T 1.755" j 7.047- 1 INSWING THRESHOLD OUTSWING- THRESHOLD HIGH DAM O/S THRESHOLD DECORATIVE INSERT 0.090" 124 SAFE( LE j'i}e-- 124" TEMP0124' ANNEALED i"— 0724' TEMP. DOW 832 OR EQUAL EXIEBIO —'G r— INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 OR EQUAL EE DETAIL 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 OR EOUA--, v 6 X 1-1/2' PHS co Q DOW 832 scALE: OR EQUAL 1'"• DWG. DATE: 1 /5/07 N.T.S. BY: SWS BY: EXTEIMOB IClb.6lQB CHK. TYPICAL GLAZING DETAIL DRAMNG ND' NON -IMPACT GLASS DWG-MA-FLO162- 2 DF 3sNEET SEE DETAIL C" Sw 2 3. W 7 U a SEE DETAIL D" SHT. 2 J 0 w a 0 3" ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 1.50" MIN 11HIM2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 25' ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CLOF MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL ANCHOR INSTALLATION 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 4-9/16" MIN JAMB HARDWARE_SCHEDUL 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. cc O NU 00 Z c,,::-N O W U Q Z Li cif L o0 Q Qf Q N_ U scams N.T.S. CW BY: OF Florida Building Code Online Page 1 of 3 BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts '. Publications FBC Staff. BCIS Site Map Links Search tn" Product Approval USER: Public User Application List > Application DetailProductApprovalMenu > Product or Application Search FL # FL11483-R1 Application Type Revision Code Version 2007 Application Status Approved Ma Comments kW99Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 sjasperson@tttechnologles. us Vivian Wright tickw@rwbldgconsultants. com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Method 1 Option A 09/ 03/2009 11/ 04/2009 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9Wu... 10/20/2010 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval 11/10/2009 Date Approved 12/09/2009 summary or vroaucts FL # Model, Number or Name Description 11483.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with by Therma-Tru" and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.1 NAMI Certs pdf Approved for use outside HVHZ: Yes FL11483 R1 C CAC GLAZING CERT 11483 1 pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2011 Other: See INST 11483.1-68 (6'8 Door Products), INST Installation Instructions 11483.1-80 (8'0 Door Products) and INST 11483-68M FL11483 R1 II INST 11483 1-68 odf 6'8 Door Products Direct to Masonry) for installation FL11483 R1 II INST 11483 1-80 pdf instructions. FL11483 R1 II INST 11483-68M odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 R1 AE EVAL 11483 1-68 odf F1_11483 R1 AE EVAL 11483 1-80 odf FL11483 R1 AE EVAL 11483-68M odf I Created by Independent Third Party: Yes 11483.2 b. "Construction Series" and I( 6/8 Opaque Steel Door with and without Sidelites. I 11 "Benchmark by Therma-Tru" Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.2 NAMI Certs odf Approved for use outside HVHZ: Yes FL11483 R1 C CAC GLAZING CERT 11483 2 pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date 11 Design Pressure: N/A 12/31/2011 j Other: See INST 11483.2-68 (6'8 Door Products) and Installation Instructions INST 11483-68M (6'8 Door Products Direct to Masonry) FL11483 R1 II INST 11483.2-68 odf for installation instructions. FL11483 R1 II INST 11483-68M pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 RI AE EVAL 11483 2-68 pdf FL11483 R1 AE EVAL 11483-68M pdf Created by Independent Third Party: Yes 11483.3 c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and 11 by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.3 NAMI Certs pdf Approved for use outside HVHZ: Yes FL11483 R1 C CAC GLAZING CERT 11483 3 pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2011 Other: See INST 11483.3-68 (6'8 Door Products), INST Installation Instructions 11483.3-80 (8'0 Door Products) and INST 11483-68M FL11483 R1 II INST 11483 3-68 Ddf 6'8 Door Products Direct to Masonry) for installation FL11483 R1 II INST 11483 3-80 df instructions. FL11483 R1 II INST 11483-68M pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 R1 AE EVAL 11483.3-68 Ddf FL11483 R1 AE EVAL 11483 3-80 pdf FL11483 R1 AE EVAL 11483-68M pdf Created by Independent Third Party: Yes 11483.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and Benchmark by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.4 NAMI Certs Ddf Approved for use outside HVHZ: Yes FL11483 RI C CAC GLAZING CERT 11483 4 Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2011 Other: See INST 11483.4-68 (6'8 Door Products), INST Installation Instructions 11483.4-80 (8'0 Door Products) and INST 11483-68M FL11483 R1 II INST 11483.4-68.1)df 6'8 Door Products Direct to Masonry) for installation FL11483 R1 II INST 11483.4-80 Ddf instructions. FL11483 R1 II INST 11483-68M Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 R1 AE EVAL 11483.4-68 Ddf FL11483 R1 AE EVAL 11483 4-80 Ddf http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9Wu... 10/20/2010 Florida Building Code Online Page 3 of 3 FL11483 R1 AE EVAL 11483-68M odf Created by Independent Third Party: Yes III 11483.5 le. Smooth -Star" and 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Benchmark by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.5 NAMI Certs odf Approved for use outside HVHZ: Yes FL11483 R1 C CAC GLAZING CERT 11483 5 odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2011 Other: See INST 11483.5-68 (6'8 Door Products), INST Installation Instructions 11483.5-80 (8'0 Door Products) and INST 11483-68M FL11483 R1 II INST 11483.5-68 odf 6'8 Door Products Direct to Masonry) for installation FL11483 R1 II INST 11483 5-80 odf instructions. FL11483 R1 II INST 11483-68M odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 R1 AE EVAL 11483 5-68 odf FL11483 R1 AE EVAL 11483 5-80 odf FL11483 111 AE EVAL 11483-68M odf Created by Independent Third Party: Yes 11483.6 f. "Premium Series", 6/8 and 8/0 Opaque and Glazed Steel Door with Construction Series" and Transoms. With and without Sidelites. Inswing and Benchmark by Therma-Tru" with OutswingjTransoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11483 R1 C CAC 11483.6 NAMI Certs odf Approved for use outside HVHZ: Yes FL11483 R1 C CAC GLAZING CERT 11483 6 odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2011 Other: See INST 11483.6-68 (6'8 Door Products) and Installation Instructions 11483.6-80 (8'0 Door Products) for installation FL11483 R1 II INST 11483.6-68 odf instructions. FL11483 R1 II INST 11483 6-80 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11483 R1 AE EVAL 11483 6-68 odf FL11483 R1 AE EVAL 11483 6-80 pdf Created by Independent Third Party: Yes Back F 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 Coovriaht Statement I ACCessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 91 FIX ER E http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9Wu... 10/20/2010 0 TH E.RMAM TRU THERMA TRU DOORS 1 1 e INDUSTRIAL DR., EDDERTDN, OH 4351 7 Smooth -Star" and "Benchmark by Therma-TrU" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INS WING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2D07 Florida Building Code (FBC) including the "High: Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 105W MAX. OVERALL 1 2 5 5 K KA 1 IIII WIDTH I E. Om 5 I 1 I I I W 5 II 1 1 1 I 5 I ' If--1' r! I, I- 1; 11 7T, N I `I II I II I 1I I 3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 2005. Al other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge:distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in a 4 this droving. 5 5. Where shims are used, they must be a "rigid / stiff material that complies with the 5 5requirementsofthe2007FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined: by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET 8 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontol & vertical cross sections 6 1. Vertical cross sections DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 55.0 -55.0' 37W MAX. OVERALL WIDTH 68.50" MAX. OVERALL WIDTH 1 2 3 5 5 5 1_ I II 4 5 5 7A qr MAY SINGLE X I DOUBLE XX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 +55.0 -55.0 LOCKHARDWAREMM SERIES Q KWIKSEi 700 SERIES tATCH KWIKSET 700 SERIES DEADSOLT SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE 40.0 -40 0 53.00" MAX. OVERALL WIDTH 1 2 3 i 5 5 SINGLE W/SIDELITE OX- MAX DESIGN PRESSURE 40.0 -40.0 z 0 o m off, a O i Z f0] L. 10 13108 LE: N.T.S. BY: AL m' ar LFS 3 11483.5-68 0 a L7 1 OF 6 N MASONRY OPENING 2X BUCK 4" 4" 4" If II I I IIII II II4MULLION I I SHOWN FOR II MULLION f! II TYP. II REFERENCE II SHOWNFOR I I HEAD II REFERENCE II JAMBS II SEE NOTE 1 II I II II II II II I I i ASTRAGAL II II SHOWN FOR II II II II II REFERENCE II II II II II II 3 MASONRY o OPENING 0 2X BUCK—/ e a 4$" u 4 II n TYP. HEAD JAMBS II ASTRAGAL SEENOTE1SHOWNFORu REFERENCE R• em" 9M.6aMASONRYJ OPENING 2X BUCK—/ w VU rnZ 4" -- r- 1 1 4" II I II MULLION 4 II SHOWN FOR TYP II REFERENCE HEAD'' JAMBS SEE NOTE 1 II II II II II II II II4 v MASONRY OPENING) 2X BUCKS z d U rnZ 4" ' 1 1 4' II II IK II II MULLION II 4 II SHOWN FOR II Typ II REFERENCE II HEADII II JAMBS II SEE NOTE 1 II I II II i II MULLION II SHOWN FOR II II REFERENCE II II II II II II II I I F-- 4 I NOTES: 1. 114" Elco Concrete screws anchoring 2K buck require a I I I--- 4" I minimum I" clearance to masonry edges, a 1-114" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and 4 center distance requirements. Concrete screw locations at the MASONRY_74 OPENING TYP. HEAD comers, atmullionlocations, and at astragal locations may be JAMBS adjusted tomaintaintheminimumedgedistancetomortarSEENOTE1joints. Ifconcretescrewlocationsnotedas "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to 4 F rr mortarjoints, additional concrete screws may be required to 2X BUCK Zensure themaximumoncenterdimensionisnotexceeded. w n c U o, 2. 2X buck min. S.G. 2 0.55. O Oo Lo° o d SN9zom o moN':aE 69 i:PS C p o t W E Eo T4. U o 6 NOWNIF rn 0o Q i Z U DATE: 10113108 i sruE N.T. S. ° M. e1: AL m CHK. W. LFS 3 GNAWING NO.: FL- 11483.5- 68 a 0 SHEET 2 OF 6 D- -E- C" 3. 3 I I I I I I I I I MULLION SHOWN FOR REFERENCE - 1W/1X W W/2X BUCK INSTALLATION 2 W BUCK INSTALLATION f 2 TYP HEAD & JAMBS O SEE NOTE 1 SEE NOTE 1 off; 1 SEE DETAIL "4" E W ip o N "C' "D- of IN PAIRS 30 P. : r 13"-663 7' In - O N Zas W O W O N rv^j C ( xW a) IZ- iQO U O o in jW Uo SEE n DETAIL N (n d C VIEW " E"-"E" Q% mw W/ amowLL C/ORRUGATEDTmFASTENERS. rTEM 130 . ALL SIDEUTE TO DOOR JAMB CONNECTIONS) NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4"minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/orsill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the fop down at 13.Y, 31" 48.5" 8 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sell, 4" from the outside comers. A 4• For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 1314" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 5 zA" r16 f L I N MULLION W ` SHOWN FOR _ -o REFERENCE j. 2X BUCK INSTALLAI 9 / 1X BUCK INSTAL.IAI TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE IF 1 RI to IIviB" A' 6 10 I W/ 2X BUCK INSTALLATION I9NSTALLATIONW/1X BUCK - W TYP. HEAD & wJAMBS o U SEE NOTE 1 - r Z SEE NOTE 1 SEE - SEE 516 DETAIL "1 DETAIL " 2" D' A" LINGLE DOOR WISIDELITE VIEW "B"-"B" 0 B DETAIL " 6" W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK INSTALLATION 72 1 C SEE NOTE 1 1 DETAIL " 1 " N Whrn o : w nz 5 -f a w b ° oz= W j z m'oz E t w d IL K r V B" A" SINGLE DOOR VIEW A"- A" W/ 2X BUCK INSTALLATION 2 0 W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL " 2" B 1 C 1 DETAIL " 4" O U o a z 0o z o a z N O a Z a WE 10/13/08 i SCAM. N.T.S. ° DWG. rx: AL m CHK. en LFS 3 DRAWING NO.: FL- 11483.5-68 0 SHEET 3. of 6 w 10 T— 0 3 3 I3w 6" 3" 6" 3" X- 111 II I II 1 I II SEE NOTE 311 II _ SHEEP 3 II SEE DETAIL "3" II I ASTRAGAL II MULLION SHOWN FOR II SHOWN FOR REFERENCE II REFERENCE ONLY II II SEE NOTE 1 16 II SHEET 3 II 16 II 5 II II C. E. VIEW "C"-"C" DOUBLE DOOR W/ ID rr s 3" q W/2X BUCK INSTALLATION 9 W/1X BUCK INSTALLATION TYP. HEAD JAMBS SEE NOTE 1 SHEET 3 IN PAIRS TYP. N (n _ 1 N A" J33-13• 6. I I I I I SEE DETAIL II W/2X BUCK3• A II INSTALLATION I W/1X BUCK 9 ov ASTRAGAL) IIIYP. INSTALLATION SHOWN FOR HEAD & 4 p REFERENCE II SEE NOTE JAMBS _ ONLY II SHEET 3II SEE- 4" I SEE IIDETAIL w d o NOTE 1 SHEET 3 II SEE NOTE 1 - SEESHEET3 Nvai O+ n 16 II II 16 DETAIL w1w DEE NOTE 1 I 5 II 5 12 SHEET 3 I - LII iT 7 VIEW " F"-"F" DOUBLE DOOR Al SHOWN W/ OPTIONAL CORRUGATED FASTENOMITEM130 (Irv. ALL SIOEllTE 1D DOOR "S CONNEcnONS) W/ 2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C I0 X 1 PFH WOOD SCREW STEEL 1 2 70 x 3 4 LG. PFH WOOD SCREW Hine to Frame 10 x 2" LG. PFH WOOD SCREW STEEL STEEL 3 8 x 2-112" LG. PFH WOOD SCREW STEEL 4 1 4'x 2-3 4" PFH ELCO CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA—TRU, SUGAR PINE SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2 X 1" X 25 GA. CORRUGATED FASTENER STEEL W/1X BUCK C INSTALLATION 121SEENOTE 1 SHEET 3 1 DETAIL " I' B 1 C 1 DETAIL " 4" A" n2C4 m A o P O, oO1 oz Z.h e J om zgtOiN•: ac° E Z'= o % 90; ob atria mB e o O o I m VIEW A"— A" U 0 0 a W/ 2X BUCK INSTALLATION 3 W/1X BUCK 0 INSTALLATION 11 SEE NOTE 2 SHEET 3 DETAIL "3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. u zw0 QW O W—I 0o t o ¢ F m z wZ a DATE 10 13108 °z SCALE N. T.S. ° 5 DWG. ar: AL m CNK HY: LFS 3 DRAWING NO.: FL-11483. 5-68 0 m SHEET 4 OF 6 , 2-1/7' MIN. FROM 2-1/7' MIN. FROM f- MASONRY EDGE MASONRY EDGE— TYP.) PP.) itza 1 X BUCK t, N U xg U 2 h 9_ INTERIOR EXTERIOR fff) HEAD JAMB To Ix sub -buck Inswing shown INTERIOR HEAD2HEAD JAMB 5 To wood frame Inswing shown BUCK INTERIOR 3 o Z'' EXTERIOR A. mo O .• m 25MAX. SHIM SPACE IYMIN. EMB. 1. 25' MIN. EMB. TYP. 4 VERIICAL SIDE JAMB To 2xsub-buck Inswing shown IliU C. i ; -: H O N U EXTERIOR INTERIOR EXTERIOR I" MIN. FROM I" MIN. FROM MASONRY EDGE MASONRY EDGE— TYP) ( TYP.) 2X BUCK INTERIOR h N0. 15' MIN. C- SINK 0. 25"MAX. SHIM SPACE 1. 15'MIN. EMB. 5 VER17CAL SIDE JAMB 5 To wood frame Inswing shown H Z d f i= N z A EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown SCALF, N.T.S. DWG. ar. AL i CM M LFS DRAW9NG NO... FL- 11453.5-68 c sNEEr 5 DR 6 INTERIOR EXTERIOR z ai m w 2-1/2"MIN. FROM 2-1 /TMIN. FROM f MASONRY EDGE MASONRY EDGE+ TYP.) (TYP.) 1 VERTICAL CROSS SECTION 6 Inswing configuration INTERIOR 2-1 /2' MIN. FROM 2-1 /2' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) VERTICAL CROSS SECTION 6 Inswing configuration 2-1 /2 MIN. FROM 2-1 /2' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) K21 VERTICAL CROSS SECTION 6 Outsaing configuration EXTERIOR INTERIOR za 5 16 13 2-1/2' MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE — T(P.) (TYP.) r5-' VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR i ya• e m wEXTERIORgaz inz cam— m"R U oMm ez ma ar s c z z 12 ca m-3 0° 1tY K r 43 2-1/2" MIN. FROM 2-1/2" MIN. FROM f MASONRY EDGE MASONRY EDGE TYP.) (TYP.) r3 " VERTICAL CROSS SECTION 6 EXTERIOR ' INTERIOR w 16 13 2-1 /2' MIN. FROM 2-1 /2' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) VERTICAL CROSS SECTION 6 Outswing configuration O O V Z O m Lo Z. z N O G z DATE. 10 13108 i scus: N.T.S. ° DWG. en AL mm a°c BY. LFS ? DRAWING NO.: m P FL-11483.5-68 aa SHEET 6 OF 6