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Home My WebLink About1710 W 3 St 05-1609 gen repairPERMIT ADDRESS \b lRJ CONTRACTOR ADDRESS J -Q PHONE NUMBER O' ' 0 \J PROPERTY OWNER ADDRESS \7) VZ, U-77) .- I C)'**) -) PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # - oC( 1`0\0 DATE PERMIT DESCRIPTION K oC QO PERMIT VALUATION b SQUARE FOOTAGE J r ISf CITY OF SANFORD PERMIT APPLICATION Permit # : d Date: rcb -2, ';Zoos Job Address: 1'l11) 37t2 Mete' AL Description of Work: Win eWs;f l(s' i-ao rs';=5<<d"tiq_,:5s Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential - Non -Residential Plumbing/ New Commercial: # of Fixtures _ of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration _ Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: 4MAAP 1of Stories: _/ # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: :2S— -4W CC (Attach Proof of Ownership & Legal Description) Owners Name & Address: —1 17 10 Z f'C Contractor Name & Address: 1365 11 Phone & Fax: 4 (A I L2, Bonding Company: Address: Mortgage Lender: S 1E 46 7. 3.23. 396.6 Address: f • y r L L_U v'6 LUUj v, 467.772• _-2[5P K - Architect/Engineer: - Phone:I-'), •' Address: Application is hereby made to obtain a permit to do the work and installations as indicate . t o;kstaf1oori"Ilas commenced prior to the issuance of apermit and that all work will be performed to meet standards of all laws regulating constrictionrisdiction.•=l 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: 1 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. 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 o t is venft on t I will notify the owner of the property of the requirements of Flo 'da Lien Law, FS 713. f a--- b S % 65- Signa re of O /Ag Date Signature of Contractor/Agent to n S t caner/A ent's Na a nt Con tor/ g t' are Signature of Notary -State of Mrida Date Signature of Notary -State of Florida Date nRY is ntr¢dt6Y/Agent is A9fi f Q vn to M rW_=___;F1or1do = edQ#tar ublic -State of Florida MyCorrxtt: • My Commission E4*es Dec 7, 20 APPLICA -IfArV Cmmi Zoning i-f ti mmission # DD 377639 Ur r , Initial & itial & Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # : ()S — `k `d Date: RCb Job Address: MI) 3nf ;5,+fee kQ% _ sari f j AL Description of Work: I Historic District: Zoning: Z5"19'Value ofWork: SQ(I,-) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration . _ Change of Service Temporary Pole Mechanical: Residential - Non - Residential Plumbing/ New Commercial: # of Fixtures Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: 4Vgof Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: o 5 "- i9 - 30 -,5A6'M 5U U CC (Attach Proof of Ownership & Legal Description) Owners Name & Address: lzCxnbc' kV)C) M0-5 Contractor Name & Address: Phone & Fax: 4 L) f Bonding Company: Address: Mortgage Lender: Address: 0 NE 6 7. 3. 23. 3 96.6 Number:0616_t! 0 , q07. 772. - aI S Architect/Engineer: ' Phone:.': Address: Application is hereby made to obtain a permit to do the work and installations as indica d'`t c " i t of j is installatiori has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inurisdiction. •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. 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 Vernit is AgerlY 1 /r— Signature of Notary - State of II will notify the owner of the property of the requirements of Flo 'da Lien Law, FS 713. M J + OV CPA— Q 15- 0 Date Signature of Contractor/Agent to n nt Con ctor/ g t' ame To Date Signature of Notary -State of Florida Date is Me or ot t{gd ' Y/went is aitfi?Q b%n to M r r P Florida ddN9tor ublic - Stole of Floridd ihW Ci n ExPhX Dec 7, 2W8 W Commission Fuss Dec , 2'0 Comma 3JJ C ' . Commission # DD 377639 APPLICA NV$ /Zoning: Initial & itial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ARCEL DETAIL r W W 2NO ST DAVID JOHNSON. CFFA. ASA y, PROPERTY APPRAISER W m S MWOLE COUNTY FL. ST 1101 E. RRSTST SANFORD. FL 32771.14M r. 1 407-eWZ-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 25-19-30-5AG-0420- Number of Buildings: 1 Parcel Id: OODO Tax District: S1 SANFORD Depreciated Bldg Value: $34,858 Owner: THOMAS WANDA F Exemptions: 00- HOMESTEAD Depreciated EXFT Value: $269 Land Value (Market): $13,335 Address: 1710 W 3RD ST Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $48,462 Property Address: 1710 3RD ST W SANFORD 32771 Assessed Value (SOH): $43,991 Subdivision Name: SANFORD TOWN OF Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $18,991 Tax Estimator 2004 VALUE SUMMARY SALES Tax Amount(without SOH): $491 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $363 WARRANTY DEED 11/1995 02996 1780 $35,500 Improved Save Our Homes (SOH) Savings: $128 ADMINISTRATIVE DEED 03/1995 02897 0337 $100 Improved 2004 Taxable Value: $17,710 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Unit Land LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Units Price Value LEG S 1/2 OF W 1/2 BLK 4 TR 20 TOWN OF FRONT FOOT & SANFORD PB 1 PG 116 127 132 .000 100.00 $13,335 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1958 3 1,008 1,085 1,008 SIDING AVG $34,858 $47,750 Appendage / Sgft UTILITY FINISHED / 77 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM UTILITY BLDG NO FLOOR 1979 168 $269 $672 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 JustlMarket value. http://www.scpafl.orglplslweblre_web.seminole_county_tltle?parcel=2519305AGO42000D... 2/28/2005 PLANS RLVIEWED CITY OF SANFOP 1710 W. Third St 1 Wanda Thomas -- rr Exterior work: e 3 J l n 1. Remove and replace 5 windows 150' k L 2. Remove and replace soffit and facia ( ) 3 Replace soffit screens l 4. Remove and replace front extddoor with nd deadboltrwithdeadboldandloCkset < < 5. Remove and replace rear ext c 6. Key front and rear doors alike paint chips) ipaint - do not scrape, remove all p 7. Install front and rear screen doorsossibleleadP of sideing8. paint exterior imately 50 L.F. p O Pe r'rn L g. Replace app q rox V00 square feet) 10. Remove and replace roof ( pP 11. Trim trees lace teach 1x4x8 trim boards12. Remove and rep interior Work: / } I _ I General re airlreplace electrical plugs and switches as necessary throughout ` l e L`C(l C a ` Tefo+ I, 1. Check, P per code) GFI's in wet areas and exterior p Bedroom 1 lace carpet, pad, tack and trim strips1. Remove nd texture and paint walls and ceiling2. Patch, prep. 3. Install and paint base boards Bedroom 2 lace carpet, pad, tack and trim strips1. Remove ndtexture and paint walls and ceiling2. Patch, pre P3. Install and paint base boards Bedroom 3 e carpet 1. Remove andteplaclacxture and paint walls and ceiling 2. Patch, prep, 3. Install and paint base boards Living room replace vinyl flooring1. Remove dtexture and paint walls and ceiling2. Patch, p P 3. Install and paint base boards Hall lace vinyl flooring1. Remove and rep aint walls and ceiling2. Patch, prep, texture and p 3. Install and paint base boards 1.) Lu rn-p I n C. replace tub, sink with vanity,faucet, commode with seat, ; Bath / ce1N r a 1. Remove and repashowerheadandvalveltub assembly nt2. Instal; exhaust? replace vinyl floc -ring3. Remove and rep , t nick * ' (u rn i3 f n G 4. Install tile around tubishower ap canon +,21 elem.r'•. ` t 1 water heater and reinstall new e•• 5. Remove ocm!,`7o: c. . recc/erl unit in rear !aundrl ' 6. Install new water closet7. Remove and replace vanity, sink and faucet Wanda Thomas 8. Install bath accesory set, including medicine cabinetg. Patch, prep, texture and paint walls and ceiling 10. install and paint base bcards Kitchen 1. Remove and replace vinyl flooring2. Patch, prep texture and paint walls and ceiling 3. Install and paint base boards Dining Room1. Remove and replace vinyl flooring2. Patch, prep, texture and paint walls and ceiling 3. Install and paint base boards General Work: 1 _Remove debris and trash CA eC uca I, 2. Install HVAC system compete per code possible 3. Install blownin insulation Ines enprovide j bas closeto r-30 asp per code . 4. Snake outddhosebibs and fixture hook-ups p 5. Repipe houseincludingallstops, 1-- 6. Upgrade electrical system to 150 amp ) LCk t a 7-01- a / 19 T•zrftL 1,+ Wanda Thomas if M to 11111 taw Permit Number: Parcel Identification Number: r25-/ Prepared by: o/%t?/) /)x/,N i U /,.- IY4- 5 L.v.7c,,cL7d/ Return to. - NOTICE OF COMMENCEMENT State of 1--L County of,,,$ r7,n /r MRRWO E P IMI CLERIC OF CIRCUIT CMIRT MINGLE CO91'1P IRK 05599 FIG 0537 CLE RK9 S 0 ic80501723& REC A N/O11 1104t M RECORDING FEES 1t0.00 RECOM BY D Th®nas 00 o The undersigned hereby gives notice that improvemengs) will be made to certain real property, and in accordance with Chapter 713_ Florida Statures the following information is provided in this Notice of Commencement. 1. Description Of (legal description of the propem_ and street address if available). 5.5-/30- s G a9 o -mv c l 7/0 General description of improvements(s) 3. Uwner Nameam ltQr'kiC't l UU T1 0 rtS Telephone Number Address / 710 ;3r c:l Fax Number L Interest in propertya. Fee Simple Title Holder (ifot er than the owner shown above) Name Telephone Number Address Fax Number Contractor ame A7Hasas Qene-i—o t I(v C- Address /jk g ( 7P i / ' i'], 7< lI 7 6. Surety (1f any) 1:L)C)d Name Address Lender(ifanv) Name Address Telephone Number % 7, 7 7cZ a / Fax Number u D 7 2 7- r / Cq Telephone Number Fax Number Amount of Bond S Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as pro9veided by 713.13(l )(a)T j Florida Statutes Name Telephone Number Address Fax Number 9. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor'sNoticeasprovidedin713.13.(1)(8). Florida Statutes Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recordingunlessadifferentdateisspecified) d- :2— Date Signed Stgt u e of "Owner (Note_ per 13.13(1 WXgl.-owner _ must sign... and no one else may r ii Be permitted to sign in his or her stead F. YC/1 Sworn mtoandsbsbed before me this -QC'1 — day of , (t2 by Who is personalh known to me OR produced as identification. CECILE ANDERSONR+ PSs " P bl' St t FI f i&n ure of NotaryW lZmustappear below Notary u Ic - a e of or da 1vlyCotrrrtrsslonEVkesAugl0, 2008 a'= Commission # r '345418 bonded By National Notary Assn. POWER OF ATTORNEY Date: l I hereby name and appoint of Go_ 7 6t000 , - 1—'L - to be my lawful attorney in fact to act for are and apply to the O—W-9t7;C01-d Building Department for a permit for work to be performed at a location described. as: Section Township Range Lot Block Subdivision r'C'Pl - ,5-jQG- -()Y-:O ,!5)0L-e)- 710 Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. 22 Jd /'LU- sec 6 L 6 TWO or Pant Na of PptiffM Contractor aad Qoafto os's License Nmaaber slignain[+e of The foregoing instr/u ment was arAM0wledged before me this — day of 20 by 61ze12 wh is peison=oQM**hro produced as identification and who did not take oath. State of Ronda County ofPlr d/ DMW CoUty; Florida Ip C i .oA'?P.vetoa Y a{oIIet E'ldtrs Oo N L?/U/Pq F bfAflomeyy apa CECIIE t-DERSON Notary Public - State of Florida MyConmt bnE S u9AAIA 8 Commission # f : 34"' a 4 .,`,; • Bonded By N aroomi Noto Seal 8. " Nora +effevN rymrPuState of Florida MYCa96Tjes1Z°; ;'• Commission # (' i 4 or 1 d BY fkflonal Mojary - Ak Architectural Testing AA. WNNVWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.06 Test Date: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (FVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744/3 740 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were ;lazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Cou.-I York. PA 17402-9405 phone: 717.764.7700 fax: 717.76a.4129 www. archtest.wrn A! '"AAcQ Z4.e2_ sit Ak 01-40351.06 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Ouanti Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlockbackedpolypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top railbackedpolypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All fame members were constructed of extruded aluminum withcoped, butted and sealed corners fastened with two screws each. Fixed meeting -rail wassecuredutilizingonescrewineachenddirectlythroughexteriorfaceintojamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with copedandbuttedcornersfastenedwithonescreweach. Screen Construction: The screen frame was constructed from roll formed aluminummemberswithplastickeyedcomers. The screening consisted of a fiberglass mesh and wassecuredwithaflexiblevinylspline. Hardware: Description uanti :Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly ? One per jamb Screen tension spring One per end of screen stile Tilt pin 2 One each end of bottom.-raa-i Gam_,.. Y, mod• i M,14 Z00 01-40351.06 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 1*2 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 301bs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.10 cfrn/ft2 0.30 cfm/82 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAIArWWDA 101/1 S. 2-9 7for air infiltration. 2. 1.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 2.86 psf See Note #2 No leakage Note # 2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2. 1.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) 22. 5 psf (positive) 0.20" max. 22. 5 psf (negative) See Note #2 0.20" max. 2. 2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06 712% 0.50"/100% Bottom rail 0.06 712% 0.5011/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.5011/100% Right stile 0.()3"/6% 0.501 /100% Z / A1,Q N Zdo2- 01-403 51.06 Page 4 of Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 52 seconds) 45.0 psf (positive) 0.95* 0.29" max. 45.0 psf (negative) 0.79* 0.29" max. Exceeds U175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 10 seconds) 67.5 psf positive) 0.14" 0.20" max. 67.5 psf negative) 0.16" 0.20" max. 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of tlds report will beretainedbyATIforaperiodoffouryears. The above results were secured by using thedesignatedtestmethodsandtheyindicatecompliancewiththeperformancerequirementsofthe above referenced specification. This report does not constitute certification of this product whichmayonlybegrantedbythecertificationprogramadministrator. For ARCHITECTURAL TESTING, INC: 5"e Mark A. Hess Technician MAH:baw 01-40351.06 6zee' )1 ' /&, Allen N. Reeves, P.E. Director - Engineering Servlees 2 l MAX c* Z d„y I 1 I I . I I I I Canerets or Mosonry opening 1. Shim as required of each Installation anchor I Tcpeon 2 intoAnchor must be of sufficient length to providesll/ shown. with load bearing shim. D masonry or concrete, 4" min. embedmentI v 3. Caulk between window Flange and buck. v V v D Caulk Between Buck 4. Caulk full perimeter of window. and Masonry opening 5• If exact window size la not given, D By others next larger .window in chart. usa anchor quantity far 8. Glass thickness will, vary with window size anal design load, anda ? with ASTM EITS must comfy I UDv. Wood Buck by Others 7. Letter designations on the topcon location chart indicate whereaD anchors are to be 8ers. All factor a Metalled using the elevation as a key. I ! Perimeter clunk, a of buck v Y ' Suffi hotel not the for tapeane should be filed withAlsobetweenflangeandburl8screwsofsufficientIth. to provide 5 8" min. embedment Into wood buck. i Head ( TAPCaN * LOCATION t K4W Concrete or Moeonry Opening CODE WINDOW IDISIZESIZE FASTFNI3t LOCATIONSOutsideo4nen,im 1' MIN. OP38 TO OP32 DPPerimeterCaulkrPENEIRAnoN12 1 Js 1 8 x 25 52.I TOC P7D.e l 13 /8 x 37 3/8 A CCaulk d Buck 14 -18 1/6 x 49 5/6 A, C C13u1gnoPtansExnMtHTaFlangeandBuck115 .16 1/8 x 82 A' C A C1BWEDFOR \ e v' i6 IB i/8 x 71 1/4 A A, 8, C Window. N- 32 DE COMPLIANCE c A B, c Ii EP THIS PLAN ON 108 11/2 25 / 2 33 25 1/2/x 37 3/8 A C1/2 34 '25 1/2 x 49 5/8 A, C A, CAPR17201]2 a 1/2 35 25 1/2 x 62 A. B, C a B. c ram u di 18 Zoni L Jamb d . ' a 1/2 36 25 I/2 x 71 1/4 ti B, C A 8, CJnspectiwi G v 22 36 x 25aMortyt,,u J6 x 37 3/8 A C A C6' me No. QOa '11 u G 24 36 x 49 5/8 A' C A. B, CClassaeRequiredu a 243 38 tr 55 1/4 A 8' C A. 8, C 5 4 25 38x61 A 9,C A.0.0 v : 26 36 x 71 1/4 A B, C A, B, CA, 8, C A. 8, C, 0All *SHIM 32 52 1 f% x 25 A. CBUCKG ' a -33 52 1/6 x 37 3/8 A C A BCCe . 34 52. 1/8 x 49 5/8 A, B, C34552' 1 8 x A S. C Flange Type J5 52/1/8 x562/4 B. h B. C, 0 Windrne F ' 1n>tda Oknanabn Tapeun 36 52' 1/8 x 71 1/4 A g; C D A. S. C. DramsSillWoodBuckByOthersA, 8, C. D, E Perimeter OtherCaulks Sill Caulk BetweenBYOther. 0 Buck and Opening *'TAPCON' 0 TypC HARDENED MASONRY SCREWSCStollByOthersINCLUDETAPCON, BAWL- ee SNPSON v A Design Pressure values listed above are in PSF Pre —Cast Sul E •'. 8Y Others _ D•. n v V, V B F Vj.L 4t4gr'-t ir K,`^'•' r °°° INSTALLATION INs STRUCTIONS sw 1/15 ozCaulkBelwesirflcngeandPre —Coe! SRI sa. aaa , ATE Ff: & FASTENER SCHEDULE R it y 7 earn EXTERI.OR- ELEVXTIa - .:=-- -•4Q/- -74-4.-...SI.N-GL E-..-H.U.N G-- " ONE N T740 • =- JEL13rWEN. WINDOWS & DOORS HURRICANE DOOR SYSTEMS PAGE X SISTEMA PARA PUERTAS HURACANES CONTAINS: a 2 Engineers Notice of Evaluation aGSI-162F Inswing 4 Engineers Notice of Evaluation 4GDI-164F Inswing 6 Engineers Notice of Evaluation GTI-166F Inswing 8 Anchor Calculations 10 DC Gladiator W/E 6-8 opaque steel door JW-101-0C Outswing/inswing 14 DC Energy Saver W/E 6-8 opaque steel door JW-102-OC Outswing/inswing 18 DC Energy Saver W/E 8-0 opaque steel door J`N-103-OC Outswing/inswing 22 DC Gladiator W/E 6-8 glazed steel door JW-104-OC Outswing 25 DC Energy Saver W/E 6-8 glazed steel door JW-105-OC Outswing/ inswing 29 DC Energy Saver W/E 8-0 glazed steel door W-106-OC Outswing 32 DC Energy Saver S/E 8-0 glazed steel door jw--107-OC Outswing/inswing 36 DC Steel single outswing opaque W/E steel door. NO.-. •J2-0712.06 Expires August 5, 2007 42 J-W Steel W/E outswing opaque steel doors NOA. 0-'022.14 Expires Dec. 2, 2007 49 J-W Steel S/E outswing opaque steel doors w & w/b SL NOA. C2-'2" 12 Expires April714, 2008 58 J-W Gladiator & Energy Saver outswing glazed W/E steel doors NOA 02-'2'. = Expires July It 2008 For a complete listing ofJELD-WEN Hurricane Door Systems. gait our website at.- wwwjeld-wenresearch.com ORANGE 0-18005 SB 5-03 R W R W Building Consultants,-Inc- BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GSI-162F JELD-WEN, INC. 3250 Lakeport Blvd Klamath. Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNTr Model Designation: DoorCrafi®Gladiator@ Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 5'4 a 6'8 Usable In -swing Configurations: X, OXO, XO & OX General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued.to wood stiles and rails with an expanded polystyrene core. The glazed models are routed to receive h" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: 1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test on Test location Date R No. Engineer ASTM E330 Uniform Static CTL — Orhando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Air Pressure Q11 - Everdt, Washington August 13, 1998 S98-280-MH J. Clark Johnson P.E. # 15891 AAMA 1302.5 Forced Entry CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Everett, Washington August 13 1998 S98-280-MH I Clark Johnson P.E. # 15891 4sTM E331 Water CTL— Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Penetration TI - Everett, Wast m 13, 1998 S98-280-MH J. Clark Johnson P.E. # 15891 ASTM E283 Air lnfittratian CTL —Orland° Florida October 6, 1999 CTLA456W Ramesh Paid P.E. # 20224 TI - Everett, Washm Au 13, 1998 S98-280-MH J. Clark Johnson P.E. # 15891 Sidelites are considered a window and meet 15%of Positive Design Pressure water infiltration criteria under ASTM E331. Design Pressure Ratings: c t Ma)dhifibi $1Ze " ESIg71'Prt sure Ratingsi.OI111guIaU0I1- ai ¢x..tez. u l sFhv.c-rc.,.7 c J U °3I' R 48 U0 - 876Famm eti'i+Sidehtes LI lF t_"-BtOb8 Q0Tar-i 4 z.481408Q0 GI tS a nth 5rdelites XO O OUp T FF` `48 06=4$100_ Installation and Anchoring: See reverse side this page Use 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 pressure ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substituted and tlttr length mils. be such that a minimum 1-1/4" engagement of the Tapoon into the masonry wall is obtained - Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell Haney 2 DoorCraft ®Gladiator'' Wood Edge In -swing Steel Door Maximum Size Up To 54 x 68 f 10 x 2" l 10 TYP. PFH WS J8 X 2-1/2- PFH WS '- G' SEE DETAIL in Q in DETAIL STRIKE AND DEADBOLT G• c SEE PLATES TO FRAME ri DETAIL on H- ui O SEE NOTE Ip M D TYP. l 1rT q B m 1/4' X 2-1/2- DETAIL H HINGE TO DOOR to TAPCON O O m AND FRAME to go BMiTYP. NOTE NO. 1: L4 nrp T WHEN ATTACHING THE A HINGE JAMB TO THE 6" SIDELTIE JAMB USE A J10 x 1 1/2- PFH WS. WHEN ANCHORING A 3'0 X 8'0 DOOR TO SUB BUCK USE A 10 x 2' PFH WS. AND A 9 X 1' PFH WS IN THE REMAINING OF HOLES. NOTE SIDELI ES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 4- 4- n 1 4' 3 6' 3• 3- Iro4" i ri a4 SEE D&AIL SEE ri DETAIL '? Fi" tn Ln Inm n *i ff coLn D coowi 4' -- 3" 3' 4- 6• 4' 4- ON182F TYP. 8 X 2-1/2" PFH WSTYP. TYP. 1/4' X 2-1/Z- TAPCON TYP. R R W Building Consultants, Inc. WConsulting and Engineering Services for the Build Zg Industry C P.O. Box 230 Vahico, FL 33594 Phone 813.6843831 Facsimile 813.6943831 ENGINEER'S' NOTICE OF EVALUATION !# GDI-164F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNrr Model Designation: DoorCraft®Gladiator@ Steel Door (Glazed or Opaque) with or without Side-lites Masimum Overall Nominal Size: up to 814 z 6'8 Usable In -swing Configurations: ' XX, OXXO General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold The door panels and sidalite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The inactive door panel is affixed with an extruded aluminum astragal to receive the active panel. The glazed models are routed to receive ''/a" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: 1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test im Test Location Data gqportNo. CatifyingEngincer Uniform Static CTL - Orlando, Florida October 6, 1999 CTLA456W Ramesh Pdd P.E. # 20224 ASTM E330 Air Pressure Qn - Evadi, Washington Aux= 13 1998 S98-290-MH J. Clack Johnson P.E. # 15891 CTL - Orlando, Florida Odober 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 AAMA 1302.5 Forced Eorthy n - Eyerd4 Washinam August 13, 1998 S98-280-MH J. Clark Johnson P . # 15891 so Wulff CTL - Orlando, Florida Odober 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM E331 Penetration E Washinaon Mpg 13, 1998 1 S98-280-M R I J. Clark Johnson P.E. # 15991 CTL - Orlando, Florida Odober 6, 1999 CTLA456W Ramesh Pdid P.E. # 20224 ASTM £283 Air In51t"Jim T[ - Everett, Washinom Auwa 13, 1998 I S99-280-ME J. Clark Johnson P.E. # 15891 c.J.• _.. A— AQ-rU Prim Side ices are oonsidered a window and mad 15%01 malve ucsmgn rh Design Pressure Ratings: Wa= LLLL ___ - — — J gnratzANR. 77 Wiible-wlth_Sldelltes. 1ti XX0, L.3=._'-- ' r a r - - - Glazed;I3o1161e -' - nU Tcr tl T 4V, WOE1_' - Glazed.Do ible with Sidetites OXXOt Installation and Anchoring: See.reverse side this page Use 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 plesst}fg', ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707•,4A Ar"orage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be sl bstit>} eo, and the'length must be sucl that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained - Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell Marley` 4 0 000rGraft -Gladiator" Wood Edge In -swing Steel Door Maximum Size Up To 8-4 x 6-8 6. SEE DETAIL 6' L 10 x 2' TYR PFH WS co 8 X 2-1/2" to ti PFH WS tn O tn h DETAIL 'D' STRIKE AND DEADBOLT TYP n PLATES TO ASTRAGAL r SEE DETAIL_ b SEE NOTE a m 1 TYR i n m ri A 1/4' X 2-1/2' TAPCON DETAIL 'C' HINGE TO DOOR AND FRAME SEE DETAIL NOTE NO. 1: b WHEN ATTACHING THE HINGE JAMB TO THE SIDEUTE JAMB USE A 110 x 1 1/2' PFH WS. WHEN ANCHORING THE HINGE JAMB TO SUB BUCK USE A 110 x •2' PFH WS. AND A 19 X 1 ' PFH WS IN THE RFUAWfkJC une ee 0 4• SEE DVA1 4- 4 . -"1 6' - 'E' q 6' 4 6- 3' 3- j F... IS= l- 1/ WSETAILb' O O1 TYR 9YT 1/4'.X 2-1/2' TAPCON 3' 4- 61. . tn N mm 4 T:•p. r L 1 3' 6' 4- to 1 O r DEIAIL - F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME WITH 2 - # 8 X 2-1/2' PFH WS T , U16A IDo I RW - B C R W Building Cowultants, jnc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 Phone 813.6843831 Facsimile 813.6843831 ENGINEER'S NOTICE OF EVALUATION # GTI-166F JELD-WEN, INC. 3250 Lakeport Blvd Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCrafWGladiator® Steel Door In -swing (Glazed or Opaque) with or without Side-lites Marimnm Overall Nominal Size: up to 9'0 z 6'8 Usable In -swing Configurations: XOO, OOX, OXO, XO, OX General Description: The continuous head and side jambs are Eastern white pine measuring 4.5" x 1.25" with an Endura HFIB4566V In -swing triple door sill. The door panel and fixed panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene cone. The structural mullions are one piece Eastern pine by Endura. The glazed panels are routed to receive %" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: 1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Tat Description Test location Date Report No. Certifying ASTM E330 Uniform Static CTL — Orlando, Florida May 10, 2000 CTLA456WA Ramesh Paul P.E. # 20224 Air Pressure NCTL Oriaado, FL 10, 1998 210-2070-1,2,3 Barry Portnoy, P.E. # 18258 PA 202 Forced Entry CT - moo' Florida May 10, 2000 CTIA456WA Ramesh Paul P.E. # 20224 NCTL OAando, FL 10, 1998 210-2070-1,2.3 Barry Portno, P.E. # 18258 ASTM E331 Water CT' — Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 Penetration NCtL.Orbmdo. FL September 10, 1998 210-2070-1,2,3 BwrY Poonoy, P.E. # 18258 A M E283 Air Wdtration CTL — Orl—do, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 NCTL Orlando FL 10, 1998 210-2070-1,2 Barry Portnoy, P.E. # 18258 Sidetita are considered a window and meet 15% of Positive Design Pressure water infiltration criteria under ASTM E331. Desimo Pressure Ratings: Configuration Maximum Size Design Pressure Ratings Glazed Single with Fixed Lite XO -OX Up To 6'0 x 6'8 48.00 -48.00 Glazed Single with Fixed Lites XOO OOX, OXO Up To 9'0 x 6'8 48.00 -48.00 Installation and Anchoring: See reverse side this page Use 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 do not exceed the design pressure ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. Certification: Lyndon F. Schmidt, P.E. Florida Professional Engineer No. 43409 19506 French Lace Drive Lutz, FL 33558 April 8, 2002 6 DoorCraft® Gladiator® Wood Edge In -swing Steel Door 11 Maximum Sere Up To90x68 6 6.. 6„ 3" 3" 6" a W U a C? W tp v 6" 3" 3" 10 x 2 1/2,- P ws 0 a 0 8 C 10 x 1 314; FH Wood Screw SEE DETAIL to Sri n co n I IN 6" i— 6" 9 x 1 " PFH A Wood Screw OPTIONAL CONFIGURATIONS 19 x 1" P-H Wood Screw 9 x l" PFH Wood, 'Screw• DETAIL "D" D .Y . 2" PFH ;. Wood Screw l x2"PF DETAIL "L' r r r r r r r r r 0 0 x r r r r r r r r r r r r r r r X 0 r r r r r r SEE DETAIL D " N R W ` R W Building Consultants, Inc. B C Consulting and Engineering Services for the Building ydustry P.O. Box 230 Valrico, FL 33594 Phone 913.684,3831 Facsimile 813.684.395" DOOR FRAME ANCHORING The 2001 FLORIDA BUILDING CODE requires window and door assemblies to be anchored according to the manufacturees recommendations to achieve the design pressures specified (see Section 1707.4.4 Anchorage Methods). The sketches below represent the bad paths used to calculate this anchoring. DOOR TYPES: Single or Double (with or without sidelites) Load Path Sketches: Load Division Line (typ) rAnchoring Zane (typ) Example: 36" wide X 80' high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 sf A2 = 7.75 sf Anchoring Formula: NA = Number of Anchors Required per Zone P = Design Pressure (psf) Al, A2 = Area (sq. feet) per zone FV = Fastener Shear Vplue (lbs.) NA1 = Al • P / FV NA2 =A2`P/FV NA1=Al*P/FV NA1 = (4.5)(65V235 = 1.3 (round up to 2) NA2 = A2 ' P / FV NA2 = (7.75)(65)/235 = Z1 (round up to 3) Therfore, a minmum of 2 anchors in zone Al Single Door and 3 anchors in zone A2 are required (8 total). Anchoring Zane (typ) r Lead Division Line (typ) A1 Example: icc wide X 96" high A1 Design Pressure= 65 psf FV = 235 lbs. Al =4.5sf A2 = 19.5 sf NA1 =Al •P/FV A2 A2 XA1 = (4.5)(65)/235 = 1.3 (round up to 2) NA2 = A2 ' P / FV NA2 = 09.5)(65) 235 = 5.4 (round up to 6) Therfore, a minimum of 2 anchors in each zone Al and 6 anchors in each zone A2 are required (16 total). Double Door / Single Door w/sidelites 8 ue: A2 load is conservative since loads supported by asm—acai are not considered. f v 6/17/2002 Lytid!m F. S. Nmidi, P.E. Florida UCensa Dkt 43:09 19506 French Lace Dr. page 1 of 2 LuM FL 33558 i R W B R W Building Consultants, Inc. C Consulting and Engineering Services for the Building IndustryP.O. Bo: 230 Valrico• FL 33594 Phone 813.634.3831 Facsimile 813.694.3954 DOOR FRAME ANCHORING (cont'd) Load Path Sketches: Anchorina Formula: NA = Number of Anchors Required per Zone P = Design Pressure (Psi Al, A2 - Area (sq. feet) Per zone FV = Fastener Shear Value (Ibs.) NA1 =A1 *P/FV Load Division Line (typ) 7 Anchoring Zaie (h'p) NA2 = A2 • P / FV4V / Example: 108" wide x 96" high j \ •\ ' Al Design Pressure = 47 psf FV = 235 lbs. A2 =12 sf NA1 =All P/FV NA1 = (18)(47)235 = 3.6 (round up to 4) NA2E- A2 • P / FV NA2 = (12)(47y235 = 2.4 (round up to 3) f I Therfore, a minimum of 4 anchors in each zone Al A21 and 6 anchors in each Zane A2 are required (14 total). Double Door w/sidelites Load suxorted byAsbWat (12 st) 6/17/2002 4 Lyndw F. ;Orrj;6 P.E. FloriCa Lic• r,,r Nc, -1340.9 19506 Frcnrh Lacs Or. 9 j Lutz, FL 33558 DoorCraft®GLADIATOR WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWMG/IN-SWWG"UNRSW/&WAY fSIDEUTES c` 37.50' MAX. 53.0' MAX. 53.0' MAX. OVERALL WIDTH OVERALL WIDTH Y I OVERALL WIDTH W J Z' o e 0 toN L DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RAPING OUT -SWING OUT -SWING OUf-SWING POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 IN -SWING IN -SWING IN -SWING POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 7626.1 OF THE FLORIDA BUILDING CODE WHE7i USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5, FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. r 1. 'a 11 74' MAX. 105 25' MAX OVERALL FRAME WIDTH OVERALL OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUF-SWING ^ POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 PRODUCT DESCRIPTION 1I I 0 X X 0 1. THE DOOR FACE SHEETS ARE 25 GA. (0.01r MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE 4. THE SIDELTTE GLAZIN, IS 0.5' INSULATED GLASS BY ODL 5. THE WOOD JAMBS APE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSiANG) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE III WITH A 161 EDGE PREP AND A MINIMUM 7.0' DEADBOLT THROW. DESIGN PRESSURE RATING OUT -SWING P05. 53.0 NEC. 57.0 W-SWING POS. 46.0 NEG. 48.0 i JUNE 28. 2002 Lyndon F. Schmidt rlor'du P. E. No. 4S4C9 19506 Frenc` Loce DIr,U lull, I I 3.155A X N rD CA CCCC r. O T I = aa F UV FRJII. OINO11NSULTANTS. INC 813.659.907 WE: s 0s 02 u:ur.: N.T.S. Uwa. Irr. RW 4oI. tN: RW oaArlNc rro.: IW-101-OC arch i or 4 1/2' DRYWALL ` al 3/16" fAPCON • ,IA'' O, I!- O.L. \ " TYPE ANCHOR' I - , , 1 + 2 FIRRINO, J .t 1/2" DRYWALL \ \ •1 ryI J MASONRY LINTEL.1 1 r 2 FIRRING I-! • I. MASONRY LINTEL 0 •r, 2X BUCK 1 •i t .; . ..u: Z di 1:: BUCK cl0 ^ • 10 CONCRETE EXTERIOE INTMIC,$ I MASONRY BLOCK 1 m I • _$. 11." W { N / ( 2S5 LB ! rJl rAl jjI I •: 61ILDJ? fATON1"'t /JJj 0 IA;CI)I?cLJI snt- w HAIIuoI A I ff• 1, 7]"- 8 r 2-1/2'galI - lu' . j $/In" tAl •.'. N Id PFH W$ V 1 r_'. 1fESD , JAMB • • f0 If •Ini llHl,F •^f44.•• (1 1 i0 2X SOB-BUCx y .- M !\ o - II r\ z V Q Q 1/ 2• DRYWALL •. I tl lA BUCK' Z 3 0 2X BUCK 1 I 1 r 2 FIRRINC 1tlIEBl4B = Z 1 • 2 FIRRING • a O. c Z CC Lu 6 . 2-1/2' Z t • 3/ 16" IAP6'ON I PFH WS I I •w] U a CONCRE" C r ` ., tA<:nNNY BLOT: r' 3/ 16- TAPCON i _ I :• 1 1 ` 1 3' `1 , 1 txreRliv! TYPEANCHOR. I .• ttl IIl•J 3/ Id' rArr:nI VIN I ( • »1 J }_ unu SWPr C q nPC ANCHOR nu, u1 6 :9 MA4 ELCO TAPCON OR i:•OUAI. I I' •100 A -A, t Ins" wN. j ( 235 LB. SHb%P RA1'040) •, t'i . •1 0 I I LAIIJiYIfI H S 1. 23' Imr. VERTICAL SIDE JAMB Z Ewa TO 2X SUB -BUCK 9 X INSTALLATION 1 G L / 6. 0" 6. 0" a 1 CON: IA,tAN t9, u1C I3. 0" I30 - tl I =11D7 3.0' 3.0" JII S i$• i-- IN$IALLAjION if !I - I 6/OS/02 rtcur N T5 o _ I - - ' owo (" WLN cw:. ITr RW' a. 21/2" ruv. NO.: i.• ' ._. ..- --- PFN WS JJ W, nnmwi A minimum clearonce of 2.0" for all onat-o-17 ]CIS»s 10 r„n,Iv pnld!: must be mointoinea. JW-101-OC SHORING OF dDELITE 70 2X BUCKL114131llG_'J_S1QELtfE fHROUGN Ix BUCK sHm a a r MASONRY lJNTEL 1 x 2 FlRRINC N W / r-l.s• DRYWALL 3/16" TAPCON 7 I rYPE ANCHOR v13 J 1.751d ZZ NNB B 2-1/2' u 1 . PFH WS nu HEAD JAMB 1 TO 2X SUB -BUCK 2X BUCK DRYWALL . 15" MIN. C- SINK 1 . 2 f1RRING INTERIOR W I N 1 18 x 2-1/2' •i'-. PFH WS 3/ 16• rAPCON IX RIOg t TYPE ANCHOR 25" MAX. SHIM SPACE 1. 15' MIN. H EMS. g MASONRY LINTEL t x 2 FTRP.INO v co MAX 18' O.C. ^ ; 1 E d o' P r T 2 DRYWALL I to L TYPE ANCHOR t X BUCK Z . 25' MAX. ONCRETE SHIM SPACE ASONRY BLOCK IN RIOR E!l 3.25" Ov Z Q^ jZCc OcQ, UJ 3= oNg J LU _ RE n- io- a 1e. o• wr.J T HEAD ,1AALB r0 IX SUB -BUCK 1X BUCK DRYWALL 15' MIN. o. a 1 ,r 2 FIRRING C-SINK I Lmane In N r. ONCRl71: N ', MASONRY BLOCK I. z w i 1• ! n• IAPAJ, Q. IY1'li ANr, ION a a F RIOR 3/ 16' TAPCON TYPE ANCHOR 1.25" MIN.-1 m EMB. I 'O r I ELCD TB. SHEAR OR A17NG) 1EOUAL 235 LB. SHEAR RATING) I.25' MIN.I L EMS. .25" MAX. VERTICALSIDESHIM SPACE TO 2X SUB -BUCK . Z - -. 2 X INSTALLATION - fiRTICAL SIDE JAMB 6. 0" 3/16• TAPCON - TO IX SUB -BUCK 6. 0 TYPE ANCHOR 3. 0 £LCO TAPCON OR EOLIAL J i 3' 0• 3. 0 (235 LB. SHEAR RATING) _ .-..-. - I 6. 0" o / 3.0" 3. 0' e .: 1/.• f . arK ANCHORING OF cmr RF TL O2xRLMK1 X INSTALLATION / I I I —I 'O° NOTE: ]/ 1e• n,PODf-/ I. When using a IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors. QL 4- 2. A minimum clearance of 2.0" for all anchoring screws to mortor joints must be maintained. ANCHORIN, OF SIDFLITE THROUGH 1X RUCK I VV 9u1La1Na 7NSULTANrs, iNC 813. 659.9107 111 dF NrS m' WLN m- RW lwwa N .: JW- 101-0C ET _ L or N I— 1/2- DRYWALL y INTEYoB 6 x z-1/2' PFH WS EDHEAD JAMB SHEATHING 2,4 J 1/2' DRYWALL r VLRIICAI. SIDE JAMB l g Ir O SHEATHING DOUBLE 2X 6.0" 6.0" ; ; 1. t u co 2. HEADER HEADER I L O V to u Z -_ n7 cA r M l W u J4 LL J Z O toMcn 1 r x SINGLE DOOR 2 Y m 7 Sa .N 6.0, n U EM g O^i 2X STUD 6.0-- s.o' n 2 3 1.15' MIN. S EMD• 2X JACK STUD 1 e I a l I I I I l I I c a 25" MAX. SHIM SPACE I-- 15" MIN. In C- SINK CX1[NIDN t 0 11 LL OQUIi o In to V) 6 x 2-1/2' 6.0" 6.0' C.) PFH INS 3.0' I 3.0" V a V 3.0" ice s.o. s.0 Cr C v og 3 If H1Qa z o V m I I I I I I I I I I m 1— M/BU4dN0viCONSULTAMS, WC BiJ.859.9197 SINGLE OR DOUBLE DOOR WITH SIDELITES 11 oac 6 05 02 SCALE. NTS mc. BY: TJH 1 •,, • T>I Lin.!\•v 'i1.1. 4. • .._... H:111;c:_..• cw. W. RW T :`1 __v.,• dWeNG No, JW-101-0C CO) V_ DoorCraft ®ENERGY SAVER WOOD EDGE OPAOUE INSULATED STEEL DOOR our -SWING / INSWING 8.8 UNITS W/6 Wil7UT SIDELITES I -r i 37.50' MAX. FOVERALL WIDTH i U W2 W O O I2 L x 53.0' MAX. OVERALL WIDTH 53.0' MAX. OVERALL WIDTH 74' MAX. OVERALL FRAME WIDTH -- F11 F11 U11 F! J1 I OVERALL FRAME WIDTH I e X X 0 X X D DESIGN PRESSURE RATING I I -DE -SIGN PRESSURE RAZING DESIGN Pf{LSSUl1C 1{AIING SINAIACA1 IYI'! DI alGN 1'Itl .',':1 llfl RAIINf. OUT / IN -SWING OUT / IN -SWING OUT / W-SWING WINDJAMBER It OUI / IN -SWING POS. 70.0 NEG. 70.0 o OS_ 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 BY GENESIS POS. 70.0 NEG. 70.0 INPERIAL OU / W-SWING SEE •BELOW POS. 57.0 NEG. 57.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. J. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTEC77ON AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED' IN WINDSORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. Ff,W UTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWIN'G WOOD STUD ANCHORING SEE SHEET 4 OF 4. AiIWHAl IYI'I DI GfrN PIII SSUI{I f{AfING WINIXIAMHI R 11 lull / IN 'IWINC BY GENESIS POS. 70.0 NI G. /O.D t"TIAL ASTRAGAI OUT / IN -SWING SEE • BELOW POS. 57.L' NEG. 57.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA (0020) MIN. THICKNESS. 2. THE S77LES AND RAILS ARE WOOD CONSTRUCTION. 0 0 J. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE SIDELITE GLAZING IS 0.5' INSULATED GLASS BY ODL. 5. THE WOOD JAMBS ARE A MIN. 4-9/16'. CONSULTAMS, INC B13.f:59.9t97 6. THE THRESHOLD 15 AN ALUMINUM BUMP FACE TYPE (OUTSWPG) OR AN ALUMINUM SADDLE TYPE (INSWING). V 7. THE IMPERIAL ASIRACAL USES A 9.0' LONG x 0.3125' DI0. ASTRAGAL ROD JUNE 25, 2002 SCALE. N.I_=_._ , TOP Et BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SLIDE Lyndon F. SG. „ In Wt N. BARS. THERE IS (i) ALUMINUM BAR 70F er BOTTOM k (J) IN THE CEIVTER. Florida P. E. Nc. <J404-- 43 GIR ZIT 1{W 8. ALL LAICHBOU AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE 1i 19506 French Lace Drive Lutz, FL 33;ISH IW 10" -OC WITH A 161 EDGE PREP AND A MINIMUM ).0• DEADBOLT THROW. IIII I 1r 4 3116- rAPCON TYPE ANCHOR MASONRY UNTEL r EXTERIO c4 1/2 ' DR*A Z)` SUCK 2 FIRRING -\ 112' DRYWALL r 2 rIRRING 21 SLICK iNTEMO 8 . 2-112' PFN WS HEADv— . SUB —BUCK PFH WS 3/16' TAPCON L LaWRVER7IUL TYPE ANCHOR SIDE JAMB MAX 18* O.C. BLOCK 3116- TAPCON TYPE ANCHOR ELCO TAPCON OR EOUAL 235 LB SHEAR RATING) 1/2' DRYWALL 2 FIRRI2 MASONRY LINTEL 4ZRIEXTERtO C tAKON IAMB 10 it, -Ihlr#'. 1/2' I)PYWAI I I BUCKIFIRRINC1INTF8IO u LnoIn LIT cO CKwSUCK I, 3/16- TAPCON CONCRETE MASONRY BLOCK 16 rAPC(:'N MIN TYPC ANCI10H Emit I" IIIA ELCO TAPCON OR FOUAI. IPA 'WAt 235 LB. SHEAR RATING) LAlUttUtf o VERT CAI SIDI: M"o TO IX Durk 6 Z 6 0" L3O_ j 3.0" 3.0:— 3.0' 1 3.0' 3.0" I X INrTAI LAHON 1616 WCON311d MIL is. 21/2'4_/ PFH S A minimum cicarcnce of 2.0' for all anchoring screws to mortar joints roust b,. maintained. Ix B= AMC TO 2x BUCK 1 813,659.9197 wtc: y 1210 scaf.: N rs D.0 ED WLN RIN OPAWIC NO. JW- 102 - OC SHM 2_ OF 4 2E g m .. MASONRY UMEL 1 x 2 MIRING N W t-1.5'-+ DRYWALL 9• 3/16'• TAPCON rrcmna ? g W NN A 8 x 2-1/2' PFH WS - HEAD .IAMB VT 70 2X SUB -BUCK 2X BUCK DRYWALL \ 1 x 2 FiRR(NC 7q 1.75 =1 Z U h 15' MIN. C-SINK 2 o r - O i 08 x 2-1/2' 50 PFH WS 3/16' 7APCONc 8 C TYPE ANCHOR .. L 2 5 MAA .. y SHIM SPACE 1. 15• MIN. EMB. JET j = \! J= -`i"'• N LINTEL yCAMASONRY1x2FiRP. Vt Z a' 00 MAX , 8' O.C. ti uu1C1 f7 i f-- 2'—t u, N fA I L T. I / ORYWAli 20 V) 1 LZ 1 3/16' TAP•:ON v p L N TYPE ANCHOR IX BUCK J a O J0_0dlInmLL W .25' MAX. DNCRETE SHIM SPACE I I ASONRY BLOCK aa' Lle.o' wx. O.C. CONCRETE MAiC rJR1 RL(!i h W Q. O 3/16" TAPCON 1.25• MIN.' I '• TYPE ANCHOR EMB. m ELCO TAPCON OR EOUAL y ( 235 LB. SHEAR RATING) VERTICAL SIDE JAMB G" TO 2X SUB -BUCK i 2 X INSTALLATION 6.0' 3/16' TAPCON 6.0" TYPE ANCHOR 0" 3.0" 3.0" ELCO TAPCON OR EOUAL 235 LB. SHEAR RATING) e Is . 2 1/2' m s ANCHORING OE SIDEI.RE TO 2X BUCK 1 X INSTALLATION NOTE• 1. When using a 1X Sufi -Duck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors. 2. A minimum clearance of 2.0' for all anchoring screws to mortar joints must De mointainea. GHEAD JAMB TO IX sue -SUCK I BUCK DRYWALL 1 x 2 FlRRIN L O I 15' MIN. C-SINK JNTERIO N 1 L J/ In" IAPI,.f1N 1YP1; ANC11010 EXTMIDB 1.25' MIN. EMB. .25' MAX. SHIM SPACE TL1 VERTICAL SIDE JAMB i0 iX SUS -BUCK 6.0" 3.0' 3.03.0" J/ 16• i ANCHORINC OF cIOELITE THROUGH 1X R IfK Q 2N qJK n QJ2 0a yNii C-3 3 = O ^ O^ 0,1 LLJ I! 1 t• 1 I..I t1_I h yy Pr-1 z U') z o , 3 2 I Q O 813. 559.9197 suLL NTS PG. BY: WLN two On RW DRAWNG NO.: JW- 102-OC S+ 1m 3 OF a D r 1/2' DRYWALL SHEATWNC DOUBLE 2X HEADEREADER 6.0 S.o'— SINGLE Q00 INrEEW a 2—1 8.0, 2X STUD 6.0* 3.0* 3.0' l-t1. 15' NW. tEwe. 2X JACK STUD 25' MAX. SHN SPACE 15- MIN. SHEA111011; C-StNK L'XiEffluff UQUILL-DOUlt k o a 0 2-1/2' PFH WS 6.0, tj-o' INTERIOR 1/2 VERVCAL SIDE LAMS SINGLE OR DOUBLE,OOOR WITH SIDELM fj PArri §Z12102 WALfj NYS OW all, WLN am W.. RW OPAMO No. JW— 102—OC LIQ DoorCraft ®ENERGY SAVER fI4= OPAQUE OVSIAATM sT@. ww wswwo7Dwswwo 6•o UWTS Wva WKW SMEL70 I DOVERA L WWIDTH OVERALL WIDTH OVERALL MOTH e r r e O r v r I X 0 0 X 74' MAX. 105 25' MAXOVERALLFRAMEWIQh1 OVERALL FRAME WIDTH r r r e r r m r X X 0 X X 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING ASSTRAGA1, TYPE DESIGN PRESSURE RATTING ASTRAGAL TYPE DESIGN PRESSURE RATING OUT / IN SWING OUT / IN -SWING OUT / IN -SWING WINDJAMBER 9 OUT / IN -SWING WINDJAMBER If OUT / IN -SWINGPOS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 BY GENESIS POS. 60.0 NEG. 60.0 BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL OUT / IN -SWING 6f MAl ASTR4Gk OUT IN -SWING SEE • BELOW POS. 43.0 NEG. 43.0 SEE • BELOW POS. 4J.0 NEG. 430 GENERAL NOTES PRODUCT DESC f I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE- 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECRON 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNEDEBRISAREAS. r 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. fpR OUISWING MASONRY ANCHORING SEE SHEET 3 OF 4. i ;_ 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. R PT10N 1. THE DOOR FACE SHEETS ARE 24 GA (0.020j MIN. THICNHESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION, J. THE INTERIOR DOOR CAKD' S EXPANDED POLYSTYRENE 4. THE SIDELITE GLAZING S 0.5' INSULATED GLASS BY OOL 5. THE WOOD JAMBS ARE A MIN. 4-9/16' 6, THE THRESHOLD S AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. THE IMPERAL ASTRAGAL USES A 9.0' LONG x 0.3125' DLA, ASTRAGAL ROD TOP a BOTTOM. AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SLIDE BARS. THERE S (1) ALUMINUM BAR TDP R BOTTOM & (J) IN THE CENTER. B. ALL LATCHBOLT AND OEAOBOLT HARDWARE MUST BE CYLINDRICAL GRtDE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0' DE40BOLT THROW. r JUNE 281 2002 Lyndon F. Schmidt Florida P. E No. 43409 19506 French Lora Orfve Lutz, FL 335M c a YY euaouro 11813.659.9197 c 6 f2 02 M N.T.S. ah WLN er RW JW-103-OC T 1 oil co r- 34te* TAPCOW E ANCHOR I , MASMM LINTEL EyrERfOR ins 1/2' DWM 2X BUCK M 3118 - WCOM TYPE ANCHOR 1/2' DRYWALL 1 . 2 FIRRING 2X B= ItOEBlQ3- , I J 8 x 2-1/2' PFH WS MSSBMISUCK a = 2-112- PFH WS ti LSNW SPACE 1. 15* ham. EMS. 1.23" UIN. ELCO TAPCON OR COLIAL 235 LB. SMEAR RAnVG) VERnCAL SIDE ,"B 6.0'— 6V TO2XSUB -BUCK 311 g- T PCON o - P,30, 3.0, k TYPE ANCHOR 2- LAEAUAM 6 1 . 211- WsANCHORING OF SIDFIrrE TO 2X BUCK NOTE. A minimum clearance of 2.0' for all anchoring screws to mortar joints must be maintained. kw 18' O.C. F K&N Uf AIM 11FRE,•I WeLA ; A. DRYWALL T i 2 nMNG MASONRY UN'- MIX MASONRIf BLOCK 3.0" 4 EXTERIOR 6 T, C. J/16' TAPOOM CONCRETE M4SOIM BLOCKlot TAPCON n'PE ANCHOR LC0 IAPCON OR COWL 2J5 La. fMCAA RAtW) M ro TX SUB-BUCK 1/2' 1/2- ORIVALLE I. 2 \ 3116- TAPCOM 1.25MIN. 1: y' L-25' LS' MW. E" S. MA. X. SHIN SPACE T* I 6. 0- 0 ]—r 36. 0, 0 3. 0, Oft 4— 1 " 66 4L—T I -- X-INSTALLATIONJ/10- tAP00" ANCHORING OF SIMITE THROUGH IX RUCK @VERTICAL SLOE 14, TO Ix Sus - BUCK C)or X 80.659. 9197 1 Lc- . NTS I BY: WLN en RW MW mo: JW- 10.3- OC 2 or 4 sMASONRY • m IJNifl , x z FIRfaNG W DRYWALL 3116' TAPCON TYPE ANCHOR CONCRETEMASONRY BLOCK ' JCB a T— YNB A , MAX 18. O.C. CD 0 MASONRY LINTEL / 0 r 1 2z FIRRING00nO e 5 1 W-(b'v a F w u d 3/16' TAPCON a 'i L_ TYPE ANCHOR o S T Ix BUCK J o O J nai tl at 2 s °' 3.0• N W 25• MAX. hW& 9Z •• • e. SHIM SPACE 1.75' ZY • EXIEBlQB IF-- 3.25• 1L B1C8 n4 / 8 x 2-1/2- A r ai PFH WS '_u F- o cc HEAD JAMB m Q ZHEADJAMB ro 2X SUB-etxx MAX. TO 1 X SUCKTo n n D.C. fA y a: DRYWALL 2X• BUCK . 16' MIN , Z 3. N C-SINK ' 1 X BUCK = 15• MIN. 21x211RRING _ T 1I B m •y DRYWALL C-SINK UJ = BETE I x 2 FIRRING 3 2EE MASONRY BLOCK to r , o If) 1r1IF61GB W L-7 04 7 M xPFHWS N 3/f8' TAPCON Ei ffiQB C, 3/16' TAPCON TYPE ANCHOR u g • TYPE, ANCHOR \ .1/ 1 n' f A ICON 1 ELCO TAPCON OR EOUAL M-C ANCIKNr L1 25' MAX. g (235 I.B. SHEAR RATING)LUuS ! SHIM SPACE 1. 15• MIN. t , EMB. 9 1.25' MIN.I LI.25• MIN. i EMB. .25• MAX.p N EMS. ; SHIM SPACE U II vERTIM SIDE JAMB TO 2X SUB -BUCK 6.0• 6 0. 3/16• TAPCON TYPE ANCHOR VERTICALIGL B- JAMB 3.0• ELCO TAPCON OR EOLNL TO 1X SUB -BUCK BULLDtNa 3.0• 3.0• (235 LB. SHEAR RATING) 6 0' 6.0• TAMS, 1Ne Bt}.859.9t9T ALLATION j v. 3.0• 3.0• 3.0• a>z6 1202 t6 suAE NTS Y. o o Oro. M WLN tseL fr.RW yNC• HORIN OF c10LrrE M 2X BUCK • • • 1 X INSTALATION V1e. yPCON oRAruo 1KL: JW-103-OC 1. When using a 1X sub -buck o 6-9116' jamb is required to allow for min. edge spacing for Topcon type anchors. ANCHORING OF SIDELfTE THROUGH 1X BUCK_ D= _LOFs 2. A minimum clearance of 2.0• for all anchoring screws to mortar joints must be maintained. - N N R J o 1/2' DRYWALL SHEATHING r DOUBLE s.o• s.o• s d o a/ 2x HEADER z -j n V, t In4io NAME J O toOf SINGLE DOOR e 1 _ ^ s 8+2.-1 2Y N zPFH WS HEAD JAMB 2x 51w e.o a. o• 0. e. o• Z Q V? 1. 15' ADN. 2X JACK STUD EMB. T cou M' MAX h ua. t• /M.-I SHW SPACE SHEATHING I5' MIN. C-SINK DOUSLF 000R 1 E rio• 18 2- 1/2' 8.0' 8.0• O 17/9PFHWSJ.D• D' r iiY va. o' a.o' y Y xo. xo• Q 2 JAB Go tat I I I I I I I 1/2' T I 16I I I m' CONSULTAM3`dNC DRYWALL T- 11_ B1J. 859.9197 1'r VERTMAL SIDE JAMB 8 q CAM 6112102 srAm NTS SINGLE OR DOUBLE DOOR WffH SID ITS ua Or WLN oat er. RW DPAXM NIL. JW-103- OC DoorCraft®GLADIATOR W= EMS QLAZED 8J31JLATED S TM DOOR OUT4WAW "UM" WlA WAOUTSMBJT1:_9 to 37.50' MAX. OVERALL WIDTH r r tilx r W r e O r r o z L x 53.0' MAX. OVERALL WIDTH-1 t r r r r e r r i t 53.0' MAX. OVERALL WIDTH r r r r e r r r FDESIGN- PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING OUT -SWING 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDE]ITES REQUIRE WINDSORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WMDBORNE DEBRIS AREAS. 4. FOR OUTSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING WOOD STUD ANCHORING SEE SHEET 3 OF 4. r_ 74' MAX. OVERALL FRAME WIDTH r r r r r r r r s r r r r r r x x DESIGN PRESSURE RATING OUT -SWING POS. 46.0 NEG. 46.0 t A 105.25' MAX. OVERALL FRAME WIDTH r r r r e r r r r r r 0 x x 0 DESIGN PRESSURE RAM OUT -SWING POS, 46.0 NEG. 46.0 c I d Q PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 25 GA (0.018 MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. III eunoero corauuArns, ac 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE B13.BS9.9197 oAt£ 6112102 4. THE DOOR AND SIDEUTE GLAZING ARE 0.5- INSULATED GLASS BY ODD 2 JUNE 28, 2002 N.T.S. o f: WLN5. THE WOOD JAMBS ARE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (WMWNG). Lyndon F. Schmidt i Floridc P. C. 1k. 43409 OOL On RW MAMG No-' 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. f 19506 French Lace Drive Lug, FL 33558 JW-104-OC Nsmw1of _3 MASONRr LINTELk-4 x 2 FIRRING N W r1.sDRYWALL. r, - TAPCON ANCHOR EXTERIOR nilw r - hN 1 B : 2-1/2' PFH WS HEAD JAMB TO T U- K 2X BUCK DRYWALL \ I It 2 FIRRING 3/16' TAPCON TYPE ANCHOR IS' MIN. C-SINK v T !NTFffi4B 8 x 2-112' PO PO PFH WS O EXTERIOR L.25' MAX. SHIM SPACE I. IS' Moll. cue. 11 r+-LC CJ1t'tyyW y lJ NAM, MASONRY 7 O MAx 18- D.C., }(1 l L e 7 LINTEL I x 2 FIRWJQ ' 7 Lui IIOn YVi'v:il }l IH.11 r r .ice"• I 2- I DRYWALL In J M1i1Lv71 0 O 3116' TA?CCN c m ? TYPE ANCHOR J 0 to OI tim I IXBUCK 25' MAX. SHIM SPACE LE=I J.25- —I a R INTEBto 1.25' MIN. EMB. L m VERTICAL SIDE JAMB 5y TO 2X SUB -BUCK ' 2_X 1. LNSTAL A77ON 6.0• 3/16- TAPCON TYPE ANCHOR 3.0 3.0 0 ELCO TAPCON OR EOLIAL 3.0' 235 LBO SMEAR RAnNc) 0 Is . 2 1/7• ISN vs d ANCHORING OF SIDELR_F TD 2X BUCK gWhenI. using o IX sub —buck a 6-9116' jamb is required to allow for min. edge spacing for Tapcan type anchors. 2 A minimum clearance of 2.0' for all anchoring screws to mortar joints must be maintained. in Iu G_— HEAD JAMB i0 IX SUB —BUCK IX BUCK L I JIYIE810B INry • i r J/ 1 e' TAPCON 3110' TAPCON E ANCIIOR TYPE ANCHOR ELCO TAPCON OR EQUAL EXIERI4R 235 LB. SHEAR RATING) ' 1.25' MIN. J L25• MAX. SHIM SPACE mVERTICAL SIDE JAMB 70 1X SUB -BUCK 6. 0' 6. 0' 3. 0' 3. 0'I B 0 ANCHORING OF SIOEIUF iru iX RUC lr v Ify all LDINC SULTANTS. INC 813. 659.9197 aa: NTS BY. WLN L BY: RW u m No: JW- 104-0C rr or _3 CO) N , cw 1/2. DRYWALL SHEA MNG " raj O DOUBLE 2x e o B•D• E vco a+ a HEADER HEADER Z a r e tn h SINGLE DOOR Vl 25' B v M:AD JAMB Co 2X STUD — B.o• ao• ]. o• Z O Z 1.15• WIN. _ Eua TS• MAX2X JACK STUD 9DY SPACE 15' YIN. — SHEATHWC C—S t/1 EXTMIC Lw DOUBLE DOOR U adz 6.0' 6.0• Nk 9N11-PfHjNS 1/2' 6.0• 8.0' Cr j C] J.0• S0• ].0• Q $ a4 ' O m I IT IIII I ",I I I I m0 1/2• DRYWALL — COlRlA1AN18, INC o "BtaB.SB.etB VMCAL NDE JAWS SINGLE OR DOUBLE DOOR WITH SID L S Ir, 6112102 smom NTS Dm BY: WLN aa. Br. RW 1 Dwsm ML. JW-104—OC LOF a N DoorCraft ® ENERGY SAVER WWI) EDGE GLAZED MSULA7ED STEEL WCA OUT-SWM/RJ-SNRNG"LIAMW/6Wi XffSMBJMS 37.50' MAX. OVERALL WIDTH r wx r r e o r rN r L 53.0• MAX { 53.01 MAX. OVERALL WIDTH I ' f OVERALL WIDTH r r r r s r r I r e e t, r r f r r I r DESIGN PRESSURE RATING DESIGN PRESSURE RATING OF -SIGN PRESSURE RATING OUT / IN-SWC (MMOUT 6aIS) OUT / IN -SWING WITIOUT BOLTS) OUT / w-SWING (WR w BOLTS) POS. 50.0 NEG. 50.0 POS. 50.0 NEG. 50.0 POS. 50.0 NEC. 50.0 OUT / 01-SWWG (WIIN BOAS) OUT / W-SWING (WOTI BOLTS) OUT / IN-SWWG (WRN SOLIS) POS. 65.0 NEC. 65.0 POS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SWILL BE AS USTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECpON AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN MNDBORNE DEBRIS AREAS. 4. 1INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. RR N.A1- 74' MAX. OVERALL FRAME WIDTH WIDTH r r r r r f r r e r r f r f r ASTRAGAL TYPE OFSIGN PRESSURE RATING WINOAMSER II OUT / IN -SWING (WITTIOUT BOLTS) BY GENESIS POS. 50.0 NEC. 30.0 IYPO W, ASOWGIL OUT / IN-SMNC (1NDIOUT BM;) SEE • BELOW POS. 50.0 NEC. 50.0 WWWAUBER 8 OUT / IN -SWING (MM BOLTS) BY GENESIS I POS. 65.0 NEG. 65.0 OVERALL FRAME I r r r r r r I r r I v r r r r r r PRODUCT DESCRIPTION I. THE DOOR FACE SHEETS ARE 24 GA (0.0207 MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY 15 EXPANDED POLYSTYRENE 4. THE DOOR AND SIDELITE GLAZING ARE 0.5• INSULATED GLASS BY OOL 5. THE WOOD JAMBS ARE A MIN. 4-9/16. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). q 17. THE IMPERIAL ASTRAGAL USES A 9.0' LONG X 0.3125' DW. ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5' LONG X 0,5625" THK. ALUMINUM R00 SUOE EARS. THERES IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHSOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. ASTRAGAL TYPE OVERALL FRAME I r r r r r r I r r I v r r r r r r PRODUCT DESCRIPTION I. THE DOOR FACE SHEETS ARE 24 GA (0.0207 MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY 15 EXPANDED POLYSTYRENE 4. THE DOOR AND SIDELITE GLAZING ARE 0.5• INSULATED GLASS BY OOL 5. THE WOOD JAMBS ARE A MIN. 4-9/16. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). q 17. THE IMPERIAL ASTRAGAL USES A 9.0' LONG X 0.3125' DW. ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5' LONG X 0,5625" THK. ALUMINUM R00 SUOE EARS. THERES IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHSOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. ASTRAGAL TYPE PRODUCT DESCRIPTION I. THE DOOR FACE SHEETS ARE 24 GA (0.0207 MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY 15 EXPANDED POLYSTYRENE 4. THE DOOR AND SIDELITE GLAZING ARE 0.5• INSULATED GLASS BY OOL 5. THE WOOD JAMBS ARE A MIN. 4-9/16. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). q 17. THE IMPERIAL ASTRAGAL USES A 9.0' LONG X 0.3125' DW. ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5' LONG X 0,5625" THK. ALUMINUM R00 SUOE EARS. THERES IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHSOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. ASTRAGAL TYPE DESIGN PRESSURE RATING WINOJAMOER II OUT / IN -SWING (MI)IOUT (a IS) BY GENESIS POS, 50,0 NEG, DO.O 01744L ASIRAS,V. OUT / IN -SWING (1000U1 80LIS) SEE • BELOW POS. 50.0 NEG. 00,0 WINDUMBER n OUT / IN-SWINC (WIM BOLTS) BY GENESIS I POS. 65.0 NEC. 65.0 i tl , ': 1_ JUNE 18, 1002 Lyndon F. SahmiCt Florida P. E. No. 43409 19506 French Lore Drive Lutz, FL 33558 zQo vv x+wv rrls " G 813.659.9197 e 6112102 M N.T.S. Or. WLN On RW Xm MW JW-105-OC LO N 3/16- TAPCON ME ANCHOR MASONRY UNTEL 1/2- DRYWALL ZX BUCK-\ I . 2 FIRRING , \ T 1/2" DRYWALL I . 2 FIRRING 2X BUCK HIM 1. 1 8 . 2-1/2' PFH WS HEA D JAMS TO 2X SUB -BUCK INTFAO 8 2-1/2' PFH WS L .21- SNU SPACE Via 5, gqp StDE JAMB V& SUB -SUCK 1/2' DRYWALL xw W D.C. 1 r 2 FIRRING.) MASONRY LINTEL 01, BLOCK 3/16- TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL 235 I.S. SHEAR RATING) 19 Lte.o MA[.1 CONCRETE MASONRY BLOCK 3116- TAPCON ti TYPE ANCHOR Po ELCO TAPCON OR EQUAL 235 LB. SHEAR RATING) 6.0" — 6.0 3.0 18 2 1/2') NOTE: M ws A minimum clearance of 2.0' for all anchoring screws to mortar joints must be maintained. ANCHORING OF 5jQF'1 [TE TO 2X RUC 3116" TAPCON cc TO 1/2* DRYWALL I CJ CC In 1 2 R4. RIB 3/16- TAPCON Uj Sib 1.25- MIN. EMS. an 5, MLjL AX M SPACE VERTICAL SIDE JAMB C-) z TO IX SUB -BUCK 6.0' — 6.0' lff3 O 3.0" DATE 6/12/02 ui swt NTS TAPOGN ANCHORING OF SIDELITE THROUGH IX BUCK N 04 MASONRY ai I x 2 nRRING MASONRY 4zDRYWALLT,,-' I j 2 FIR INCk, 3' MAX IS' D.C. .22'-J - 2' 0 - -JDRYWAL_ LA In 3116, TAPCON TYPE ANCHOR N 3116- TAPCON a EXTERI NTERIO TYPE ANCHOR IX SUCK 3 1v C a, : 0 iY -a 2 5t00 .25" MAX. Inz z CONCRETE SHIM SPACE 2* MASONRY BLOCKC4118 2-1/2PFHWS HEAD JAMB F L 3.25- J INTER QR TO 2X SUB- UCK § 2X SUCK (g) 'tNeer-BLAY DRYWALL .15' MIN C-SINK 1 x 2 FIRRING 6 Cc LnINTMOC) 0zC\s III SUCK DRYWALL -\ .15' MIN. 4 &a. J0. C. 1 C-SINK2FTRRING-\ DIS2-112' PM WS a Cc" _5 LUn 3116- TAPC ON EXTFRfQ TYPE ANCHOR CONCRETE MASONRY BLOCK 25' MAX. SHIM SPACE 4116* 1. 15' MIN, 3ANCIIORTAPCON A. LIMB. 000 n N V/ J/ 10- IAPCON 011= 11 V) TYPE ANCHOR EMS.• 1. 25* MIN ELCO TAPCON OR EQUAL IN. 25* M 235I.S. SHEAR RATING) 1. S. 25 MAX. SIDE JAMB SHIM SPACE 9!2_'P US-SUICK 2 X INSTALLATION VERTICAL JAMS TO % r 0 3116- TAPCOj LICK TYPE ANCHOR 0. 6. 06.0"- 9 ELCO TAPOON OR COLIAL 3 . 0 3.0, (235 LBS SHEAR RATING) 6.0" 1 6.0- t:fN15ULTAHiS, INC 0 3. 0, 1 are 6/12/02 soot: NTS 10 Mo. Ere. WLN PF" vs I X INSTALLATION 16 CHL fff: RW_ NOM ANCHORING OF SID FI ITE 70 2X RUCK J/ 16' FA ft DRAWNG NO. 1. When using a IX sub -buck a 6-9116' jamb is required to allow for min. edge spacing for Topcon type anchors, I JW-105-0 2. A -minimum clearance of 2.0* for cH anchoring screws to mortar joints must be maintained. ISHEV _L OF 4 4 1/2- DRYWALL SWATHING DOUBLE 2X Zx HEADER HEADER 0 117— I a r Z-1 PFH WS iA HEAD JAYS 2X STUD A11N. I. EWa 2X JACK STUD 25' MAX SM14 SPACE 15' WN. SHEATHING C-SWK EXTERM oil la x 2-112' PFH WS INTERI 112' DRYWALL SIDE JAMBGVERTICAL till 6 o 0 Lo z po ul po v* C A c0 'ov -5 C ro Ln 6.0, 0 v ch IM OR gS2 DOUBLE! DOOR B.C. Cr 10" 0 C L tt4 9UILO NC 813.859.9197 SINGLE OR DOUBLE DOOR WITH SIDELrrES okM 61121D2 MOLL NTS mm, W. WLW-- cmX. or. RW DPJXM NO-- JW-105-oc I— _AOF co 04 ad DoorCraft ® ENERGY SAVERER EDGE BLAZED MSIJLATID STEEL D13CRi CiLIT-6WIN0"UNR3 Wye wmvr SIDIELRES 3750- MAX.' 53.0- MAX. 53.0' MAX OVERALL WIDTH OVERALL WIDTH OVERALL MOTH wx w O 2 s 0z X s r f r f r r r r r r 43 f. r e r r r r 4- x 0 0 x 74' MAX. OVERALL FRAME WIDTH r r f r r r r r 0' O r r r. r x x DESIGN PRESSURE RATING DESIGN PRESSURE RATING PRESSURE RAIING AS?RAC/d. IYPC OCSION PR1iSSURF.'_RAIING OUT -SWING (WITH BOLTS) DUT-SWING (WRH GOLFS) an sW,Nc (N1nI BDL15) WINIUANUf.R N our-SWINC (N1nt fats) POS. 53.0 NCC. 53.0 POS. 53.0 NEC. 53.0 DESIGN JIPO5, 93.0 NEC, 5310 8Y G IMI POS. 03.0 NEC. 510 IMP(R1AL ASTPXA OUT -SWING (Willi Lars) SEE 'BELOW POS. 47.0 NEG. 47.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWNiON DETAILS 3. THE DOORS AND SIOELRES REOUIRE WINDBORNE DEBRIS EXTERNAL PROTECT& AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINOBORNE DEBRIS AREAS. 4. Pi VIC* VIEWED FROM INTERIOR. 5. FOR OIJTSWING MASONRY ANCHORING SEE SHEET 2 OF 3. 6. FOR OUISWING WOOD STUD ANCHORING SEE SHEET 3 OF 3. rOVERALL FRAME WIDTH r rrrr r r 0, r r r r e J. r r f s r r Lu 0 x x 0 A311WA. IYPI (N.'dION PNYS°eIJRI. ry411NO WINDJAMOCR II OUT wa (MIN O81Id) UY OCNMS POI, OJ O NFGbJ.O I"ft ASTRAGAL OUT -SWING (Willi (OLIl1) SEE - BELOW POS. 47.0 NCG. 47.0 PRODUCT DESCRIPTION f . 1. THE DOOR FACE SHEETS ARE 24 GA (0.0201 MIN, THICKNESS Ate-. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. J. THE INTERIOR DOOR CA78Y IS EXPANDED POLYSTYRENE. 4. THE DOOR AND SIDELBE GLAZING IS 0.5- INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/16-. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING). 17. THE IMPERIAL ASTRAGAL USES A 9.0' LONG X 0.3125' OMl ASTRAGAL RbD TOP h BOTTOM AND (5) 4.5- LONG X 0.5625- THK. ALUMINUM ROD SLIDE BARS. THERES IS (1) ALUMINUM BAR TOP & BOTTOM k (3) IN THE CENTER. 8. ALL LATCHBOLT AND OEAOBOLT HARDWARE MUST BE CYLINDRICAL GRADE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. 9. SURFACE BOLTS ARE TIES 1454 8.0- LONG. i a fJIiHE 28. 2002 L/ndon F. Schmidt Rai& P. E. No. 4340? 19506 French Loco 0..-^- Lutz, FL 33558 5 11 813.659.9197 DAM 6112102 SCALL* N.T.S. DWQ Or. WLN CWL 6r. RW CFAWNG Ia. JW-106-OC sHM 1 oriS M N MASONRY LINTEL 2 FIBBING DRYWALL 31119- TAPCON TYPE ANCHOR CONCRETEMASONRY SUM tis x 2-112* PFH WS MAX IS O.C. nai 25MAX. 4 SHIM SPACE HEAD JAMS TO 2X SUB -SUCK 1& 0' MAX] O. C. 2X SUCK 01-- 15' MIN C- SINK 1 x 2 ERRING 7:- 7 CONCRETE j MASONRY BLOCK P is 2-1/2' PFH WS TAPOON 3116* TAPCON3116 TYPEANCHORL in TYPE ANCHOR MAX. ELCO TAPCON OR EQUAL 25" SHIMSPACE 235 LB. SHEAR RATING) 1. 15" MIN. EMB. T-, I x 2 MAASONRY LINTEL I x 2 17(RR(MG 2-- j v 00 0tr) 0 0 tr) z J PI) j 3/ 16- TAPCONTYPE 4ANCHORSUCK 0 In L 3.25- J W% JAMB TO _ US -SUCK IX SUCK 18* TAPCON WE ANCHOR EXTERto 1. 25' MIN. FE.' . 2 EMS. GVERTICAL SIDE JAMB MAX. A SHIM SPACE TO 2X SUB -SUCK 6.0* 3.0' TYPE 6. 0- 3116 TAPCON ANCHOR ELCIDTAPCON OR EQUAL 1 0 3. 0, (235sIB. SHEAR RATING) 6.0-ED M."sir—.27 2fX INSTALLATION is 2 1/2"J) —14— PFW WSANCHORINGOF.. SIDFtrrE TO 2X BLIC I X INSTALLATION3/16- 1. When using a IX sub -buck a 6-9116' jamb is required to allow for min. edge spacing for TcPcon type anchors. 2. A minimum clearance of 2.0' for all anchoring screws to mortar joints must be maintained. 16 813. 659. 9197 LID. NTS Ka. BY. WLN L BY.. RW_ 111104 MOU. Jw— 106— OC xT 2 of -,L 0 V) V- M m 1/2" DRYWALL SHEATHWC P a inucoDOUBLF2x8.0' 8.0• 1 c o n J in 2x HEADER tr. rn f W U JC4 ff1 • 4 • V.K• a mItiWi 1 P I NkYO J O1u,.1, LtLR.Jnc'.""" JNTERIO SINGLE DOOR 8 x 2-1/2• h PFH WSMEAD VMS J.0a•, 0• 0. 2x STUD 0—.0• OO 2a gzxJACKs1vD MIN m I a I I I I I m1.15• am. a 25' MAX. LSHIMSACE ry MIN. SHEA7H C- INC C-SINK B pL ' ryiL,OU13LL 1/oo 4 t N B x 2-1/2• 8 0' 6.0' I PFHWS 8.0• 8.0" 3. 0, J.O. J.0• U 2 QJNMIOR O m i m IT I I I l l I I I I I D ice. RM,A t r HsuvA 813. 889.81 B7 anE 6 12 02 d a sxc NTS VERnCAL SIDE JAMB SINGLE OR DOUBLE. DOOR WITH SIDELITES Y1B• BY: WW CML er. RW awj" w: JW- 108-OC SW _ L OF DoorCraft ® ENERGY SAVER STEEL EDGE GLAZED INSULATED STEEL DOOR OUT.SWING/INSWWG"UNITS W/d WA7UTSIDELI ES 510' MAX. 53.0' MX OT4H I OVERALL WIDTH OVERALL WIDTH x x 0 0 x DESIGN PRESSURE RATING [!DESSIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING SWING OUT / IN -SWING POS. 55.0 NEG. 55.0 EC. 55.0 POS 55.0 NEG. 55.0 rENERaL NOTE 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. J. THE DOORS AND.SIOEUTES REQUIRE WINOBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING C60E WHEN USED IN WINDBORNE DEBRIS AREAS. WHEN. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 bF 4. 5. FOR OUTSA7NG MASONRY ANCHORING SEE SHEET J OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74• MAX. OVERALL FRAME WIDTH r r r r r r r r e O r r r r AL TYPE DESIGN PRESSURE RATING MBER II OUT / IN -SWING ENESISI POS. 55.0 NEG. 55.0 OUT / IN -SWING BELOW POS. 55.0 NEG. 55.0 I - OVERALL. FRAME WIDTH r rrrr r r r r r r r r e r O r r rLl 0 x x 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 55.0 NEG. 55.0 IMPERLAL ASTRA OUT / IN -SWING SEE • BELOW POS. 55.0 NEG. 55.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA. (0.020 MIN. THICKNESS. 2. THE STILES AND RAILS ARE CONSTRUCTED FROM A ONE PIECE CONTINUOUS ROLL FORMED GALVANIZED STEEL. J. THE INTERIOR DOOR CAVITY IS EJ(PANDED POLYSTYRENE 4. THE DOOR AND SIDEUTE GLAZING IS 0.5' INSULATED GLASS. 5. THE WOOD JAMBS ARE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE i rn (OUTSMNG) OR AN ALUMINUM SADDLE TYPE (INSWINGJ. 7. SURFACE BOLTS ARE IVES /454 8.0' LONG. 11INE 28, 2002 8. THE (MPERIAL ASTRAGAL USES A 9.0' LONG x 0.3125' DIA. ASTRAGAL ROD TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SUDE Lyndon, F..Schmidt BARS. THERE IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE (:ea*. Florida 11. E. No. 43409 9. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYUNDRICAI. GRADE II 19506 French Lace Orne Lcb, FL 33558 WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEAOBOLT THROW. a 13.659.9197 Or. WLN 9r RW N= 1,0.: JW-107-OC R 1 or 4 N en M M 3/16" TAPCON in TYPE ANCHOR I/2" DRYWALL J• MAX tH' O.C. c, MASONRY LINTEL 1.5" 1 A 2 FRRING .4 3 r1 1/2" DRYWALL 00 2% HULK 9 ,} to 1 r 2 RRRINC U 6 Jr • rn r Z V: hL Q MASONRY LINTEL n W L- W CCONLLliMASONRYBLOCKrt'3 0 tl f ffERJO ItLff8l4E ' .a' I. i • ' ' D O J cvm3 • j 3. 0" .. r. ` J O U•1 ei ( W G ... :r'•. 0 r • IX BUCK an a in suy V7rl winZ/2" lLflRPFH $ DaERJORcc zaaW 1 HE10 JAMB of O v ro 2xsue-eucx te.o• M,x. N d J/16" rAPCOH a 7 Qf 1/ 2" DRYWALL v 7 u HEAD JAMB n 2X BUCK ro tx SUB-QIJCK ( Q cc h t a t FlFRa1CCONCREYE INTERIO S MASONRY BLOCK II2" DRYWALL ' W 1X B= y . o I • 2 FRRING /!$'ffiQ$ {C 8 : 2- 1/2" o • O L. PFN WS a ., , tu n 2 J/16' TAPCON TAPCON 3716" TAPCON- 1I W '• hPE ANCHOR l.J TYPE ANCHOR. — C EXlEB10 ELCO TAPCON OR EOUAL g (235 I.S. SHEAR RAnNC) - -7 SMM SPACE o O 3 i 1. 23EM8 1N. s. J EMBw. U O z 1.25" MIN. • ' .25" MAX. or. 3 EMS.SHIMSPACEOELCO1APcON OR EOuAL s. = V1 235 LB. SHEAR RATING) U Z VERTICAL SIDE JAMB 6.0" ELB TO ZX SUB -BUCK 6.0 ' 3.0. J/16" TAPCON TYPE ANCHOR 3.D• 3.0. „ YERTTCM, sOE JCK 02 XINSTALLATION6.0' 4 70 1% SUB -BUCK eu1LDlna 6.0' ca+suLTANrs. tNc L 3. 0 81.659.9197 3.0• r3.0' J am62702e 2 1/2• J O SCALE: NTS Pn, ws .. • .. I I I I IhYC. By: WLN eurunolNr: nF RID 1Tr TO x By'K I X INS AL .TION — as e1•' RW NOTEJ/16• pPC0l1 DRAWING NO.: A minimum clearance of 2.0' for o11 anchoring screws to mortar joints must be maintained. JW-107—OC ANCHORING OF SIDEUrE THROUGH 1 X RUCK SNEEt 2 OF 4 9 MASONRY UNTEL 1 2 FlRRINC J' go18' O.C. DRYWALL .. G L TAPCON ANCHOR CONCRETE MASONRY BLOCKlo EXTERIOR 3 t>4S is ' _ a W a • • YI N . . 13 G 1.75 ai •• • . • a = / B . 2-1/2' v PFH WS HEAD JAMB 70 2X SUB -BUCK ' :••'! .. 18.0' MAx. r • O.C. 2x BUCK DRYWALL . 1S' M1N. .: •:., . C-SLNK Sr I • 2 FIRRINC T ,mama n CONCRETE MASONRY BLOCK TIS x 2-1/2• g m PFH WS 3 ... 1' yy . J/16' TAPCON ' b W 3/16' TAPCON TYPE ANCHOR a TYPE ANCHOR ELCO TAPCON OR EOUAL 25" MAX. g (235 I.S. SHEAR RATING) SNM SPACE bX 1.15" MIN, EMB. 1.25' MIN. EMS. VERTICAL SIDE JAMB •:•. TO 2X SUB -BUCK 6.0 6.0J/ib' TAPCON ; TYPES ELCO IAPCON OR EOUAL 3.0 3.0' (235 I.S. SHEAR %AnmG) 2 X INSTA li ATIONrF I I i I MASONRY UK1EL 1 a 2 FIRRINC QI Drv1 ay CO r 2•-1 DRYWALL u Z J M G^ M CLj3/ Io" 7APCON a: 4) O t` N 2 L_ TYPE ANCHOR 1X 3LICK J •0 10 J n ai W25' MAX. SHIM SPACE L Emma3.25' t x 2 HEAD JAMB TO IX SUB -BUCK 15' MIN. C- SWK T , CU.N.UIX H 1 r J/ le• WCON PC ANCHOR E2QEBmB 1. 25' MIN. IL EMB. .25' MAX. SHIM SPACE IX BUCK DRYWALL-. VERTICAL SIDE JAMB 6. 0' 6. 0' TD Ix sue -BUCK 10, 3 0' r 3.0' e . , In• L PM Ws ANCHORING OF sIDELITE TO 2X BUCK I X INSTALLATION ,I/ I6• TAPCON t. When using o IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Tapcon type anchors. o A rl nm of 2.0' for all anchoring screws to mortar joints must be maintained. ANCHORING OF St0E1ITE THROUGH IX BUCK 813. 659.9197 bwo. BY: WLN DM Or. RW DRAWe10 NO.: Jw- 107-OC SKM J OF 4 CO) LIO M O1 i r7 1A• DRYWALL SHEATHING 1 v u m DOUBLE 2X- 8.0' 8.0' I u z -j n 2x HEADER HEADER cn ic r1 c 1, C n O 4 q I a I O L IV,] V W J 120EM SINGLEDOOR SaPFHWS in u HEAD JAMB 0.0" — 2X STUD 0,0' 1.0' - 3.0• 8.0" z C7? SZw 2X JACK STUD e, 1.15' MIN. Id W _ no. Ad.. 25" MAX. L. 14' TYP. zSHIMSPACE O 2 SHEATHING 15' MIN. U C—SINK DOUBLE DOOR I w FXrERl4E Otin L. 60' s.0' Z IS : 2-1/2• 8.o' 6.0 O 3PfTIWS3.0- ao' VI p 3.0' 3.0' 3.0• 3.0• 2 I 1tl 4lQB a_ o 2xt m I I I I I I I I I I e CONSU TAHT 3 1` 1/2' DRYlYA1.L 813.859.9197 1 a a are 6127 02 VERTICAL SIDE JAMB SCALE' NTS SINGLE OR DOUBLE DOOR WITH SIDELITES om or WLN one er. RW ORAwwc NO, JW-107-OC sHDD 4 --4- ld M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Jeld-Wen, Inc. 31725 highway 97 N. Chiloquin, Olt 97624 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING gU1UDIN8 PL. &VIA,FPR11A0LER STREET, SUITE 1603 FLORIDA RE` jj$ (0 }75 01 (305) 375-2908 MOD13 COMPLl, Lvl.. w lob Apt o Iu 1 . _ iv laz V .L. Building & Zo ng t ' SCOPE: ThisNOA is being issued under the applicable rules and regulations ov onstioc n materials. uct Control Div 'oa-and accepted The documentationsubmittedhasbeenreviewedbyMiami- ' ___ram by the Board of Rules and Appeals (BORA) to be used in MitWdrvh&GewTtysflTo5ther areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not 'be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOPA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division -that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series " DoorCraft® Steel" Single Outswing Opaque W/E Insulated Steel Door - Impact APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25/00, titled "Outswing Opaque Insulated Steel Single Door in Wood Frame", sheets I through 5, prepared by R. W. Building Consultant, Inc., bearing the Miami -Dade County Product Control Renewal stamp with the,Noticc of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or_change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00-1006.05 and consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Flo 02-0712.06 Expiration Date: August 05, 2007 Approval Date: August 08, 2002 Page I 36 t . DoorCraft® Steel OUTSWING OPAQUE SINGLE DOOR Lam, WOOD EDGE INSULATED STEEL DOOR WITH WOOO FRAMES GENERAL NOTES ,---- 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILOIN'G CODE 1904 EDITION FOR M4WI—OAOE COUNTY. 2. WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEr0,10 WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED S. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 6'B' WOOD FRAMES: SEE TABLE ON SHEET 2 FOR 8'0' WOOD FRAMES: SEE TABLE ON SHEET 3 OUTSWING INSULATED STEEL DOOR Common to all frame conditions) Door Leaf Construction: fee sherl+• 24 go. (0.020') minimum thickness. Galvanized steel A-525 commercial quoGly — AKDO per ASTM 620 with min. yield strength Fy-23.300 psi. Core design- Expanded polstyrene with 1.0 to 1.75 lbs. density. Construction; steel lace sheets clued to expended polystyrene (EPS), with woad roils and Laminated Veneered Lumber stiles o wood lock block I reinforcement. _ LE OF CONTENTS DESCRIPTION 37-3/4' O.A- MAX. FRAME WIDTH 36' I„ O.A. MAX. PANEL WIDTH I 37-3/4' O.A. MAX. FRAME WIDTH 36" O.A, MAX. PANEL VnDTH o Y Z N r to ch U Qo= Z30No 2 z to = CS h 13 " T L] EI. h +j 6'-8" Height (DPHDN) 8'-0'* H6940D)3 COMPLIAN(:P - A KEEP THIS PLAN 0`1 JOR 6 PANEL EMBOSSED DOORS VIEWED FROM EXTERIOR APR 0 003 Building & . aSHOWNFORCLARITYOFVIEW) n l liFiTIT —y Ewminer Signature License No.- 0 E S I G N PRESSURE RATING RC —' 0' wnfAAroM L[ 4D r'xWAcvW IS IIM= CRE ., iR wry mm" NEWRPNMR Is .Ci w[ a[OtRRNMR 14 ICi M[isPOSITN[« 30.0 P.f P•f 50.0 o•f 50.0 P•r30.0Irec. xrN[ 33.0 P., 33.0 o.f rn m S a I m n O a O 1 4 OO 01, 111.01 1PI. 6 e rep.. 1 1 00014 PRnnuCTRi; YF.WF.A romalliPR wi;a lhr Fknd• DuW. ee Cabe E InlfeR DrN 7 E IreA,pfI. Il , 6 D Hu U• drPrWxiC..•I AFPRCVEO AS CCI1PLYI11Ct11TN THE 41 Otfn& RIDA OUILOUIG CCOE 77 DATE_ / Iu.tr-( //LJ,Od/ or suu: N. T.S. D.C. ar: TJL1 aul or. RN PR00 CT CONTROL gMSION Dun COOECOLIPLIAKe0friCE ACCEPTA':CErb. A'/OgG,.O,f` d^^"'a ' DC0920 fNE[ t — L or ti en e —•-- __ .._ -- - . - 4 - _. A jr A F 8,. H T 14' TYP. f 14' TYP. 26 — 14' TYP. — _ 17 14' TYP. 4 6 9 14' TYP. A" —"A" —1 6' 6' F_ A.. .8'. ANCHOR LOCATIONS a v cc 2 Z Ol z3o dg 3S 4 J r czi a o v W Otn 2 na `' at o z1 zG u 20 a 7' 16 Ill - UUILOING PLANS EW"'I RIMMED rOR CODE ccmpur.?Jf:z KEEP THIS PLAN ON JOB APR 0 7 2M DBUildln BZontng ,eLil norr•lax.. — 6'8" 6 PANEL DOOR Eseminor Signet re Ucenee M. VIEWED FROM EXTERIOR SHOWN FOR CLARITY OF VIEW) z VI/ OULU-No III3NSULTAMS. WC 813.504.3031 tRODCCT Itr.NEIVEO APPROVED A] COMPLYING V4111 THE SC L. N.T.Sum1.1;IsF ui;A the florid. PSCUMFL.'OA MAMG CODE Oaid.ng Code A CtlPbclt No .Q [ EaPlntlo. D.te ) itKa D"EE_-=.ykJL,Ci.y.Y iE.(JJ/ D•f Oeo. cm Til 0eL an R4 EUf PRO ! 3:ttROl OnulO.v 01tA>•(NC Alum de rodatlCeot BL9L1%ra,000ECO/NyP LWICEryO ff10E OC9920 ACCUTUCE co ri 4— t Hz qT r pUILDINO bLANO t:RAMIN ER 1MViBW$15 170A COD;3 COMPLIANCE O v KEEP THIS PLAN ON JOB APR 03 d G, J Building Doing Ion 0' ax., ci Ex Inar SI atU x U nsrr N Ci V1 n r YP.. 26 E zv gg WDi3 17-1/B• — 26 21 O I;n_ 1, 17-1/0' 26' 17-1/0• 7 OR 9 S A.._.,A.. 6-7 0 ANCHOR LOCATIONS 8'0" 6 PANEL DOOR ° VIEWED FROM EXTERIOR pUll•pINC SHOWN FOR CLARITY OF VIEW) coNsu rANrs. we BIJ.EB1,361 aru 9 25 00 RODUCr R rKIC."'r." Fr7ap•.'ED AS CO'.,rtYu : YA 111 mr SGLL: N.T.S. emrlli+[•i'e rhr rNrlJs :JJ lk rL04q.r OUR drri cool u mm[CwJe liw - rccr / tNIC. ar: UH Aagnmrr tte b Oor. br RW C.pirmiw O.I. % f.YiF (. L PnOa C'vlrra'„`LOMSIDR ' "' r._ I ...o .rlr•.eI Su1C:•' cone c0.V.PlV.NccoFrICE OC9920 M WOOD OR MASONRY SUBSTRATE TYPICAL) - FOR WOOD SUBSTRATE FOR MASONRY SUBSTRATE 2 VERTICAL CROSS SECTION 4 1 HORIZONTAL CROSS SECTION 4. (TYP. INSTALLATION INTO 2X WOOD BUCK) EmCENELND,E: ATTACHMENT OF 'NOGG SUB -DUCK TO MASONRY VrO BE SPECIFIED BY ARCHITECT OF RECORD. APPRO.EO AS CM. PtYeKr P.1 M TN E SaCAct.L N.T.S. ToR)RUCTR.F.N T FLORIDALMLOING LOGE ra Or Florid.OVTN nnld,.: Ca. P/ ar. H AT..p1l> R Na0Q -A7i2 0re BY , . om OT: RW E nlias O h % pFJpl, CC4/; ROLO1y151JT: OF OtI1lCaN COE C0l1PUANCE OFFKE OC9920 Ali,a hd, Plwtucl Co.,. ACCEPTANCE 110.Q%'/000.0 Ohfi sS- DEADOOLT O 9 a Ft 0 p 0 ' A 1 1=1 I] IJ 1 I] 11F1 OPTIONAL FLUSH AND EMBOSSED DOOR MODELS NOTE: DOOR PANELS NOT TO EXCEED 3'0 X B'O ti cc O v On n z 3 0 !kn a in o' o:g I DUROlNOII31,12ANTE. UK e t 3.eas.3WI AFPROVEOA5COa•. PLYVtGYa DrfhE `— PROnaCTRFNEnPF. O sOU I FLORIDA UU40UZ CODE F 0 N.T.S r.. Pnl•c •tre m, Fl eta. AOME! r inp. tnnplbtbcr. Ua,e( O% 0BD.C. an aTFR 001 J o I! CmL M1nFRO OW77 UILDUtUPLUCEOFFICE OC9910 AC.01ar Dhh lnnCEPr rrceY V M 1 A M FDADE 13UILDINC CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION NO`hCE OF ACCEPTANCE (NOA MIMMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAG STREET, SUITE 1603 QUILDINS PLANS E34°^ivll" MI, FLORIDA 33130-1563 REVIJJWED3tl90ft5 2901 FAX (305) 375-2908 Oi) OMPLIANOT Icld-Wen, Inc. KEEP THIS PLAN UN JUD 31725 Highway 97 North. APR d iAQ03Chiloquin, OR 97624 SCOPE: Building & Z ning I Pe 0 • ax., F . This NOA is being issued under the applicable rules and regulations go e n materials. fhe documentation submitted has been reviewed by Mian1i-19A9k1Yd1Y1iM114nft0dL1Ct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in MidfiWl9ai}P1Cauotyc2Ad-eihet allowed by the Authority I•laving Jurisdiction (AI-IJ). fhis NOA shall not be valid after the expiration date stated below. 'fhe Miami-Dade.County Product Control Division ( In Miami Dade County) and/or the Al-11 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perlorm in the accepted manner, the manufacturer will incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code.. DESCRIPTION: Series .leld-Wen© Steel W/E Outswing Opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswing Opaque Insulated Steel Double Door in Wood Frame", sheets I through G of6, prepared by R.W. Consulting, Inc., dated 9/25/00 with revision No: I dated 10/ I 4/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IIiMPACI- RATING: Large and Small Missile Impact LA13FLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been liled and there has been no change in the applicable building code negatively affecting the performance of this product. TFR, NI#NATION of this NOA will occur after the expiration date or if there has been a revision or chin& in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any- section of this NOA shall be cause fur termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fitllowed by the expiration date may be displayed in advertising literature. If any portion ol'the NOA is displayed, then it shall he done in its entirety. INSPFC_ TION: A copy of this entire NOA shall be provided to the User by the manulitcturer or its distributors and shall'be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 11' 00-1003.04 and consists of this page I as wclI as approval document mentioned above. The submitted documentation was reviewed by klanuel Perez, P.F. NOA No 02-1022.14 F. xpiratinn Date: December 02, 2007 Approval Date: December 19, 2002 1, 2ge 1 42 JELD-WEN® STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES r) GENERAL NOTES 1. TIIIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIN BUILDING CODE 1094 EDITION FOR MIAMI-Or: E COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE DEYOtID WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REOUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS; FOR G'B' WOOD FRAMES; SET: TABLE THIS SHEET FOR 8'0' WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWINC INSULATED STEEL DOOR Common to all frame condit;ons) DRCLLnf torero, URnL- Fuca Meet.: - 90. (0.0207 minimum Inicknees. Go ;: .'el A-525 commercial gwl;ly - AKDO Per ASIM 620 wilh yield o,englh Fy(min.)w24.M0 pal. Ib.. dmedy. Cpe deainn: rcE.Punded p."tyn. with 10 to 1,25 Comtruc6on: steel lace MeeU glued to e.poeded polysty,ene (EPS), with wood roils and Laminated Veneered Lumber stiles and a wood lock block r.inlorcement. TA13LE OF CONTENTS SIIECT DESCRIPTION 1 COMMON (GENERAL NOTES. TYPICAL ELEVATION) pOl1RLF. 6'B' WOODWOOD FRAME(ANCHORS ELEVATION) v,- ,,_ DOUFiLE @'D- WOOD FRAM.(ANfHORS,, E- ZF)ATION) _ 4 _ DOUBLE DOOR HORIZONTAL CROSS SECTIONS DOUBL R VERT. CROSS SECTIONS BILL OF MATERIALS) 6 COMMON (DOOR MODELS. LOCK DETN O.A. MAX. FRAME WIDTH 74-1/2- 00 111 11 O.A. MAX. FRAME WIDTH 74-1 11IFF1111,171 CO! ONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR FIOWN FOR CI ARITY OF VIEW) DESIGN PRESw UF2E I?2VI'ING WHERE WATER Rlr$TRAT1011 .1 tr NE wore utruwtsR REOUIREMENT IS IIEUIED RI'.dMEMrtti r ,im ea-mc POSITIVE . 48.0 per .8.0 pot PIEGATIVF. - SILO na1 .K 1.o par 0 I —I E I G W,[,INO OLAN6 EKAMN•.a REV113WED FOR COD13 COMPLIANCE KEEP THIS PLAN ON JOG APR 0 7 2003 Building & oni g In ia',irwJax., FL. rear s7bature Uconse No. a t 11C, O ZO Cx g Lj0 ZA I ww CONSULTING 113) 684-3831 itbthe SCALE: N.T.S. OwC, By: TJH TT na. 6y: RW al,Ed DRAWING NO.: DC407.1 seal I or 0.fr. Ct. I rtMAX. 12 -- 1—t 2 =-I—tMAX.(- X. MAX. 6• MAX. MAX. 6 6- 6' 6' 3 14' TYP. 1 7 RO - 14' TYP. 1 7 OR 9 14' TYP. 14• TYP. B 9 14' TYP. t I t t t I IA..-..A,. I t21-1 MAX. _M16- 66 (MAX. AX. MA%. A,. - Y LA ILU a I I jz;- J-tJ_J,j II II II I KEEP THIS PLAN ON i APR 0 7 ' 'M, Building & 1 X., ' .. 6, 8„ 20 ANCHOR, LOCATIONS t3 VIEWED Y ( SHOWN FOR CLARITY OF vtEW) 6 ALPn . eJNnwal i:Rt.•Ile ,ee 11+, r A , ah 01,1 YUsJe P,odatt ayol n0lo x W tA 7_ m< O Cm DoLL1J Y 10W z'^ 3 m7d nWZ ` 2 op,n n rc jr 7 g0 00 7: Oorlrl ^ 54 19W CONSULTING 813) 664- 3631 m:9/ 25/00 NE: N. L5. c. ayr TJH w,. Br: RW RA—C RO: M;9921 Ia[t 2 Of 6 a 0 v 12- -1— 1 2!:--1MAX.MAX. 6" 12=-I-t21 I6" 6 6 17.25' TYP 17' TYP, 17' TYP. 17' TYP. 17' 'IYP. At cbais Typical Opposite Jamb 1— MAX. ' 6 M' AMAX. MAX, MAX. 6 6- A" —[ AklrlwnD I IT ("i P A T] f") K I C 0 A 1_11 JIL JL Itp ,VjjLwED IF C:opr COMPL1,; 8'0 " 6 MWEL'T " 0"" R rVIEWEDFROV IOR SHOWN NOR 1 0 lkmIll iv I 67 ) 1ww_ CONSULTING RiJi) 664-383 WE: 9/25/00 ilh the SC41: N.T. S. D.C. BY: Tjjj wo CIA,- 01: RW lynx dUtNNt NO.: DC9921 SHIET 3 Of 6 tn q* J W/ASTRAGAL ACTIVE PANEL ACTIVE PANEL W/ ASTRAGAL 1 HORIZONTAL CROSS SECTION NOTE: •81 4 J . 6'8 ANID 8'0 ASTRAGAI. #9 X I" PFH W$ MAX. 13" --)N CENTER a J Lsv CONSULTING BI ) 684-3831 aft: 9/25/00 stxt: N.T.S. Appn...a Cnd Drc. Dr: [JH cm. By. RWt/11• 111.u1 Ihd<prt,aotl Ill Dw-w NO.: DC9921 V Ct1 4 _ as Cl N WW 0OE to za m 2u_ W Z a Y' Vorlr 1%1 r. IYPIC.AL) I— 4-9/16' in. enb. 4' O ITEM DESCRIPTION I N A 2 Hinge jamb 1-1 4 x 4- t 2 Wood Jamb - PINE 3 Heod 'amb 1-1 4 x 4-1/2- Wood Jamb - PINE 4 4 x 4 bull hinges 1 a.. 9 C.R. STEEL N A 9 X 1. PFH wood screw hin a to frame B x 3 PFH wood screw 8 10 x 2 PFH wood screw 9 1 4 to con (1-14 into mason ITV! BUILDER TAPCON HOA 96-17.26.03 _ or _ _ ELCO TAPCON NOn 97-073t.t5 _'- N TA - N/_ .. I . _ c, .. --- 1J:arn, Ihrn+hol(I I-1 4"[ 4 j 1, i H panidrd idnni iras9 Ann wanlhc, ylri Schlc CI 0-Lon UI)! I iil i. vin,drtU Aluntinwn Asl„gnl hn ienol r—A-NTI y Z I__ I" FY I I wnnrl prraw F9c4 tIS01_ .c •..h ( 0 Id4L n,ir,j nlv.6l)I_ n_iZ i•Y•... IL ION / A- ib IT I. i-Lrim 14 I 18 1 p Rail (wood 1.67" ),, 1.042) 19 Elottom Rail(wood 1.067` x 1.065" Side Stilew 1e4x n r lum r e7n` . t 571 Wood lockreinforcm672.mxd 7 5 22 lAstroclol ThrowBolt Steel .31 diameter 19.25 Ion 23 N/A 24 N/A Ae_ IrnSlal Rrinl nrw urnrnl_ IW110 IOrul •rl GyM1 and hoth.o. ,I Ail, Ur Ul C1 1%') w„lo IH 0" Innr : _ 041F) Ih,rk -1lrrl Atlocnd 4w.th rf Do`1, iaw _ _. ..... ._ Kwikprll hlnnpnugs locw, llXl Kwiku!L.tdo nAifl;E_ IA[1Ub011._9 Gl1U_ .. _ 1.-1 2u 111'11 WS MaSanry well 21i S1'- ipan[ lcd olysl renc l.0 Ia 1,2_i la. I)cnsilY)- _^•__ _ DYLIIE MI'G. BY JELD- WEN 33 1 4` max. shim space 34 Wood lock reinforcement (1. 67" x 2.75" x 11.875") 8 PFH WS IN WOOD 51113i1Rnll (1.1111 1 IS" ELIH ) OR rAPCON TYPE ANrIl0F? I' OR MA.•i; lrllff '.IIIrINAIF (MIN. 1.25` EMt3.) C. R_W CONSULIINC i13) 684-3831 Ipm Ir. r.,prywa.an: r r:N.r.S. r'u,,;a„uule;na R,M o.c. a, rill voerr%0... cox. Ely: RW pt4nl aadr Yro4ur{ [: Iral III DHANNC rp),: n,' _ r) CrJfT21SIOU or I n v u 1= DEADBOLT 8 T I - NOTE: 1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 2. 6'8 DOOR DEADBOLT LOCATED AT A 1.5" FROM BOTTOM OF PANEL. 1. 8'0 DOOR LATCH LOCATED AT 36.0- FROM BOTTOM OF PANEL. 4. 8'Q DOOR DEADDOLT LOCATED AT 48.0" FROM BOTTOM OF PANEL. A b T. O0z vry m 0 00 pi MAX. PANEL WIDTH 36.0' Z V Z 2 — 3 0 v0tn 0 J DalP110 rn oo v,eQ- RJoQ WyjasU30OWQYQo aO 3 z7 00 oo as o0 a otA00o Q Q o o n @ R E 6110111 1 DO N 0 ou I.IVu DOOR MODELS (FLUSH and EMBOSSED) o0 684-3831 D II: 9/25/00 w.c: rl.rs. ArPn•. cd a..ampllla.iie lee ilnrida llnWiM Cn a a00• : T.IH H,1entlnn CHM. Dn kW ate OC9921 A-ml Dade Prudua Cilvryul N // n. s ¢cT 6 or 6 co Rr MIAMI•0 MIAMI-DADE COUNTY, FLORIDA A'I Q,j1 rFLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) BUILD STREET, SUITE 1603 PRODUCT CONTROL DIVISION R RiDA 33130-1563 CODEf;OW), ON job AX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) KEEP 1919 pl . Jeld-Wen, Inc. 31725 Highway 97 North APR 0 Chiloquin. OR 97624 on DiV,)8X, FL. Building & oning In SCOPE: This NOA is being issued under the applicable rules and regulatt sergt eCAYW O se of construction'materials. The documentation submitted has been reviewed by Miami-Dad=tedvvettUMiol-T9 tvtst^ o'' i nd accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen® Steep' SJE Outswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL. DOCUMENT: Drawing No. DC72005, titled "O/S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated 12/11/02, bearing the Miami -Dade County Product Control ApproNml stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufactrarees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beat filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the prodw or process. Misuse of tins NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terramate this NOA. Failure to comply with any sectioroof this NOA shall be cause for termination and remo al of NOA_ ADVERTISEMENT: The NOA number prmeded by the words Miarrit-Dade County. Florida, and followed by the expiration date may be displayed in adventsine literature. If any portion of the NOA is displayed, then it shall he done in its entirety. LNSPECi`ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00-1003.03 and consists of this page I as well as approval document nientioned above. nie submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-1211.12 Expiration Daie: April 14, 2008 Approval Date: January 16, 2003 Page I 49 JELD-WEN° Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS MAND MOUT SIDELITES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WO0D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE -LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THUS SYSTEM REOUIRES M7ND80RNE OEM EXTERNAL PROTECTION AS PRESCRIBED RI SECTION 1626.1 OF THE FLORIDA BULDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDQITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REOUIREMENTS FOR 14GH VELOCITY HURRICANE ZONES'. SEE NOTE BELOW DESIGNED PRESSURE MAKE. Qoor Lea/ Construction: Face sheets: 24 go. (0.020') minimum thickness, Galvanized steel A-525 commerciol uolit — AKDO per ASTM 620 with yield strength Fy?min.) 24,600 psi. Core desion: Expanded polystyrene with 1.0 to 1.25 lbs. density. JZQ( Steel face sheets glued to expanded Penee deturn er s tllest andwood wood and Iblock ted reinforcement. Frame Construction The head jams and side jambs are mar ise u and joined using three 7/8' x 2" wire staples. TABLE OF CONTENTS DESCRIPTION COMMON (GENERAL NOTES, TYPIVERTICALCROSSSECTIONS & BILL OF MATERIALSFSHEETHOIZONTALCROSSSECTIONS HOIZONTAL CROSS SECTIONSANCHORINGLOCATIONS & DETAILSANCHORINGLOCATIONS & OETAILS 7 GLAZING DETAILS 8.,,__ COMPONENTS ,^•___ I-- 74.5" MAX. OVERALL WIDTH U x O t1 00 0. N 00 a 00 to DOUSI F DOOR ELEVATIO 68.5 MAX. OVERALL WIDTH J XW l.Jxx J JWZ a O WZZ J Q Ci a W O n n O 1°Di n of b h n of q a I 001 o SINGLE DOOR W/SIDELITES ELEVATION 105.25" MAX. OVERALL WIDTH 1- x x 11 3 a•. / cj g 1 O00. ojt O In M1 n In n ` 6u cv it D O w o, aoCo F T A io , A1 m J_— N • laX., FL. — I cc Ch a) 2 1 n 3xa.: 3 to i o A0 W W V 813.659.9197 DESIGN PRESSURE RATINGyNa. :--wa7...n•:}L-A^t:yu N.T.S h:nrba WiE:rg :'oCc er: TJH WHERE WATER INFILTRATION REQUIREMENT IS NEEDED 'IIZ"LA rOC2 RWti::::J: !': u.. L rot me roe PUSITNE + 53 0 PSF , 005NEGATIVE - 57.0 PSF t a 0 D I V W MIN. SKIN 00 a TS 1.75" MAX. PANEL THK. 'vt EXIE$LQe 5 t ORIN''MID En Id9 [(D7 W n Z g a N O n p N n 2A 22 vF r ic c CR ss- s zTr io,v_ 5- MIN. CLASS 711K, 1 4 ; ' 020" MIN. SKIN THK. 38 I2m A 5 1 ® /t Item DESCRIPTION Material 1 HINGE JAMB IV 1 4" x 1 12 WOOD 2 HEAD JAMB 1 1 4 x 4 1 2 2A SIDELRE BLANK JAMB 1 1 4 x 4 9 16 3 4 x 4 BUTT HINGE 12GA. .097 MIN 4 1' P. W T FRAM STEEL 5 8 x 2 1 2 PHILLIPS FLATHEAD WOOD SCR 6 10 X 2 P. FH. WOOD SCREW HINGE TO BUCK 7 1747APCONSTEEL 8 BUMPER THRESHO D 1 1 4x4 5 8 -.5/8-ALUMINUM 9 COMPRESSION WEATHERSTRIP 0-LON ODS-650 10 EXTRUDED ASTRAGAL IMPERIAL ANH) ALUMINUM 11 19 x 1' PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. ,020 MIN. GALVANIZED L 13 70P HAI 1.67 x 1.042" WOOD 14 U 17 PAN B TTOM RAIL 1.73 x 1.21 x.O21 STEEL 1 DOOR r JUG, wool) SIDESTILE 1.67 x 1,Oti5 w 0 I;iA DOOR LAl'CH LVL SIDE STILF, 1.67 x 1.065 ASTRAGAL THROW UQ1 T e 3 1 x 19.25 L. -iCONC9. 17 18 x I 1 TYPO A PANMEAD SMS a 8- 1I.I-rF iA) WOOD S H.W LL 1KWIKT1'ITNSRlSD 01LATHRKIN7TIONMASONRYWAL 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE D 1.0 TO 1.25 LB 25 1 4 MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 lLfTE FRAME OOL POLYPROPYLENE 28 t 2 INSULATED TEMPERED GLASS GLASS 29 7CH JAMB 1 1 4 4 1 12' WOOD 30 J6 S/rGLAZING, 8 11 2 li'K ;GREW I,IIf. f•RAME 71Nt1Y _ GLASSI AM... V 7 73YIINly- .fR.{LNUr AM ' n w r;_JlZ:.l'AN11.44)-- SIUCONC CAULK_(' ,jAWgI tVPI „:P.) C MP CAULK 5TF_ EL ILICIZNj Jl irot& 38 H cc Z m rn rn UQcco 2 X U4 CONSULT— TS. WC 813. 659.9197 t! r-'— i.,. ,. M i•,n......• t:, t u..1•.p t; •t • i• •• 1211 _ I'L t w¢: 9/25/00 sva[: N.T.S. D+. O. By. TJH cwc in: RW DPAww NO, OC2005 fi7aftTG)' fINACTIVE 26 18 36 SEE NOTE v J 1 SHT. 3 JME6IQB a ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0' L. x ALUM, RETAINING SLIDE 312" DIAL- ® TOP & (1) 3) 1.0" x 4.5" x 0.565' 9.0" L. x .312' OIA. ® BOTTOM 1 HORIZONTAL CROSS SECTION AT ASTRAGAL 1. 15" MIN. FMI). NOTES: 1. SPACING FOR REM 18 ®10 Ix 1" PFH SCREW ATTACHING THE IMPECJIL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP: 1.0". 2.5 4.0 5.5", 13.0". 18.0' & 26.0'. 2. SPACING FOR 18 x 1 1/2" PLASCREW ATTACHING THE ODL LITE FRAME IS AS FOLLOWS: TOP & BOTTOM: (2)SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES: 3.0'. 13.0", 26.0", 39.0", 52.0" & 63.0 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELTTE JAMB AT THE MULLION USE 18 x 2" PFH WOOD SCREW. 4. SPACING FOR J8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EOUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE, ITEM 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4' PFH WOOD SCREW. 6. THE SPACING FOR ITEM 135 THE #6 X 1-1/2" PANHEAD SCREW SPACING IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES SAT 5.625'. 14,5", 23.25". 32.0625-. 41.0", 49.75'. 58.5625', 67.375 AND 76.3125". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" AND 6.875". 4 3 n 24 15 6 1r4":Y.: '• ''ma`s,. i 9 15" MIN. COUNTERSINK y HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK 1 ' I ,O 25' MAX. SHIM -1 1.15"MIN. EMB. I 15" MIN. COUNTERSINK25 S SEOHORIZONTALCROSCTIN 3 LATCH JAMB TO BUCK 03 NO lY/1 2F- cr Oo Z N1O Q 1 p^j CC N Z30N 3: T 3nLox a .- ON i Loc=ia WSULTIURS, INC 813.659.9197 N.T.S. In: TJH r: RW u1C ND.: OC2005 s 3 Gr N a . 25- MAX. SHIM THx. 1. IS" MIN. EMB. LORI 'O"TAL CROSS SECTION AT SI-DELTE 15" WIN. COUNTERSINK SEE NOTI: 2 I,OR 001. 1.11r OR MR IRfrilly LITE ON SPI1. i IN RIOR HORIZONTAL CROSS SECTION SIDELITE TO BUCK lTr TNT ERIQ- 44 SEE NOTE 4 SOOT. 3 15 MIN. COUNTERSINK HORIZONTAL CROSS SECTION0-HiNGE TO BUCK 0 cc z ul;,!E :e 1) (1) n. 11 - - Wj/ matow JJCONSULTN M. WC 813.659.9197 0m; 9/25/00 N.T.S. 4tlmi4,7 M. Br: TJH lw 7DC72005 ISHM 4 or 8 CV) SEE DETAIL "F" SHEET 5 SEE DETAIL G SHEET 5 3" i 6' - J' I. 3" 6 I 11 I S TYP. 3" -1 O 1 5 - CO ._ TYP. n in to in OR 5O ri TYP vi SEE DETAIL H SHEEP 6 - w 7YP. cqn A A n n A- coTyp n O. O I I I I I B 3' 3 6' - i-- 3 SEE DETAIL 3. DOUBLE DOOR ANCHORING K SHY. 5 LO J•TCM5 5 7 0 0 DETAIL K SIL< DETAIL F HEADER IMPERIAL ASTRAGAL IMPERIAL ASTRAGAL RETAINER BOLT THRESIIOLO RETAINER BOLT HEADER STRIKE PLATE SIRIKE PLATE 6' 3' —I I II TYP. SEE DETAIL J S 6 Typ- TYP. 3' 3" NOTE SHY. 3 1-- 6' 1 F- 3' Q TYP TYP SEE DETAIL G SHEET 5 n nn n n n C T 3' -I cS'^ 1Tfe ANCHORIN f 1;1 4'ln= VI$WED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB APR 0 7 2003 Building tZon'na ctmn Uir•Jax., FL. amour re Lkanp No. 2FTA1L G HMGF TO JAMBS & DOOR SEE NOTE 5 SHY. 3 h x o z C) t o Y [Z to z30N w Ln $et Q N J N ch0a IImNS11lNn --NC t•', WC 8t3.659.9197 ate92500 uxE: N.T.S. Ao;:,o:nt ee rna:p:e;c,.I:A m: w e. ol: TJHw: c. BY; RW hti.mi Uaa h..:ca Cut DC2005 vun 5 OF _B pl, SEE DETAIL T' SHEET 5 r-o 3' 6" 6' 343. 6 J6• 3' -4 3' 3' 3' 3. I I it 5 I I I II 11 I n'P. O T1•P. SEE DETAIL SEE NOTE H SHEET 6 5 SHT, 3 1, L TlP. 1 InJ O J SEE DETAIL y h K SHT. 5 I . 1 1 • 1 3 6' — SEE DEIAil CTn-----__ K S-_ ry tMA D00B xIR W/<InrLl! t nN r+Y1N( nr 5 P 5 2211ONA1 DETAIL H SjgjK , PLATES TO IMPERIAL ASTRAGAL SEE DETAIL G SHEET 5 SEE NOTE 3 Slit. 3 LJ SEE NorE 3 Slit. J FlY DETAIL !; TRIKC PLATES 10 JAMBS SFE NOiF" 5 SHT. 4 AMtI'. 11 OGLE DOOR AN HORIW j'*O1'. gE 1COµH1IAt4cf GODS HIS P H off loll KEEPAPR 7 Zp03 9nDiv •fax.. Fl. Building zom 1 mu+ or to J- lyenso µo• E IP' 11 Llin JhTJ..I r r tti sal, i,* • h Ll r12 del', Ou[e/fl l.(L( y) LI/j Ud ouaaNc N' i I11.1•NTS. INC g1. 195A.919T m: TJH ar: RW MG MO: OC2005 6 aT B Ln W) iY EXTERIOR GtA7lHC DETAIL A /2' TEMPERED cl OOL UTE FRAME 0.5* GLASS BITE EXTERIOR GLAZING DETAIL IJ2 L&S rRWW Lfrr FRAME INTER 0.5" CLASS BITE 2E 36 EXTERTO, ift GIAZING DETAI EQ GLASS TRINITY UTE FRAME INTERIOR 36 0.5' GLASS BITE 1/8' TEMPERED GLASS 114' AIR SPACE 1/8' TEMPERED GLASS SEE NOTE 2 SHT.- 3 32 1/8- TEMPERED GLASS 4' AIR SPACEwl /18- TEMPERED CLASS SUE NOTE 6 SHT. 3 75' STEEL INTERCEPT SPACER 74 '18 . TEMPERED CLASS 112- AIR SPACE 8- TEMPERED GLASS SEE NOTE 6 SPIT. J cc 0 v 1.5625V" 1/2* GLASS LITE FRAM OOL 51HPPOLYPROPYLENE THERMOFIL-P6-30FU0391) cS j =! . LU XL 1.544* i: Wlfllm C4 w 112' CIASS LITE FRAME TRINITY L) LUPOY EU 5007) 1 "144' O I CLASS I REFRAME TRINITY LUPOY EU 5007) I JIL811659,9197 9 gnN.T.S. n lid r. ;d'.i D Rwa,.. RW OR.AK NO.: OC2005Dy or &- mi 1 2.375' 213 75 ccC, 4%11 1.67" vcm ASTRAGAL HAS 4.04 1 1) 9,0* L. x .3 12" DA. BOLT nU0Topa' ? 29.0- L. x .3 DiA. C) 0 BorromBOLT0 C T 912" X 3: OUTS%qNC BUMPFA TOP PAIL Gc SID Sil ujEXTRUDEDALUMINUMn75' WAIL .050" V(IRUDEO ALUMINUM tL 140' ATHERSPTI XflLt,QL"=LQN 05 65 r-- 11.875" 0w. VARIES WILOCK USED 07L 253 in j o o _ I W ov- TTEI; 4.5625- T I I n T W FRAME In Mlllawlg JL—L L z DOOR SJEEL ED r- QAr,.UUjjDM DWC. BY. iJH CXK, Mi RW DC 2 005 SKEI 8 or M I A M 4DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADEZOUNITY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (105) 375-2908 NOTICE OF ACCEPTANCE (NOA) OIIfLijINA ISLAND CltAM!NEri Jeld-Wen, Inc. RnV41X W-ED r U 31725 Highway 97 North CpOA et;oM YUANC:E Chiloquin. OR 97624 • KEEP THIS PLAN ON j03 SCOPE: APR 0 7 U a 3 This NOA is being issued under the applicable rules and regulations governing the co tructitenals. The documentation submitted has been reviewed by Miami-Da4 tl itf arfthaccepted by the Board of Rules'and Appeals (BORA) to be used in Miami Dade unty areas where allowed by the Authority Having Jurisdiction (AHJ). Examiner ature This NOA shall noafter the bevalidafttheexpirationdate stated lit f8v"13e1tir°e bfr=rf=D _ ro uct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld- Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S-2004, titled "Jeld-Wen Steel Outswing Woodedge Door Double and Single Unit", sheets* 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered afbm a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER1WINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failture to comply with any section of this NOA shall be cause for -Nation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida; and followed by the expiration date may be displayed in advertisir-g literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA s)zaB be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site zz the request of the Building Official. This NOA revises and renews NOA # 99-1007. 1 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by JAme M. Eisen, P.E. NOA No 02-1211.10 Expiration Date: July 17; 2008 Approval Date: January 23, 2003 Page 1 58 M JELD-: STEEL N= SAVERGLADLATOENECTSWINGWOODEODGENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING Shall BE AS FOLLOWS: SEE DESIGN PRESSURE RATING TABLE SHEET ONE 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI-DADE COUNTY. Dear I oaf Construction: 24 ga. (0.0217 minimum thickness, 25 00. 0 01 co minimum thickness, aolvanized steelA- '15 commorcial qualify - AKDO per ASTM 620 with yy1ield strength Fy(ove. _24,600 pal. Core dff21zn: Expanded polystyrene with .0 to 1.25 Ibs. denstly. Stool lace sphooats glued toexpanded vie eero umbePSalilaitandawoodRelocklblIrlafedreinforcement. k The head ambs and sidq jambs nger o /1apinseasurin56p5" x 125 . Thg sad ntl aidsfamsarerrosad, butted and joined using (3) 7/8- x 2' wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625. 1; TABLE OF CONTENTS SHE,,VL.E. RnCAL DESCRIPTION NOTES, TYPICAL ELEVATION ECTIONS 3` HORIZONTAL CROSS SECTIONS 1 3 2/3 & 3 3 4 HORIZONTAL CROSS SECTIONS 1 4 2 4 do 3 4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS k DOOR MODELS 7 BILL OF MATERIALS do GLAZING DETAILS U 74.5' MO. OVERALL WIDTH 36.75" MAX. PANEL 3' WIDTH W/ASTRAGAL r r1 PAh FEIEIE d v 0 h n i 1 to 105. 25" MAX. OVERALL WIDTH MAX, m 21 8175' I - 14_ MAX__ FRAME WIDTH DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE 50.0 I'SF NEGATIVE 46.0 1--al- KEEP THIS UM" S. MAX. D. L.O. MAX. 19.X. D. L. O. 813.884.3831 012,10119 9 M N.T. S. k or. TJH an RW WM Mo< S- 2004 0) u7 v t HKEU x w 2 D_ m F4 SEE NOTE i1 SHT. 7 Oa Z N n n CD Li Q ¢O z_3pN rC 2 2 1 zN N U N j mOa 578 ciLn o 14 d 020' MIN. x 30 SKIN cs 1.75' MAX. n c = a PANEL THK. m ui 28 .5' MAX. 2 N GLASS THK. co 55 a scc N0TE gi SHT. 7 14 W 020' MIN. a SKIN THK. g N Q QC in 2m N i r W N vsnmrnAr V .• 1'. . _ . p•' • V Z MSLLTAIlI9. INC n nar-VX"Tl'/) 811.8843831 600UGT RBya:D rr obYt lf.i7eY reyOOMMN 02-1211•10 A60A, wu c v as s.t 2' = 1" um en TJH eK er: RW pwrwo NO- S-2004 s m av 7 O to 0« ., 1 GMU. JELD—WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH.541.783.2057 JELD—WEN STEEL OUTSWING qA WOODEDGE DOOR DOUBLE do SINGLE UNIT VV eunoirm PART OR ASSEMBLY: CONSULTANM HORIZO TAL CROSSECTIONS INC. 1%3, 2/3 dt 3/3 81J.884.J831 TJH er RW MG NO.: S-200,1 G EMB. 25 15" MIN. r COUNTERSINK 1 SEE NOTE 11 SHT. 4 33 3 27 28 EXTERIOR r3 Y Z INTE6146 n 4 24 15 30 34 SEE NOTE 11 SHT. 7 25' MAXK. 1 HORIZONTAL CROSS SECTION ALSIQELIIE 24 15 6 EXTERIOR 34 SEE SS 33 Y 1MER146 9 OSS SECTION n Ar c9 ITE TO HINGE JAMB TYP. 15' MIN. 1 COUNTERSINK JELD-WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 SEE NOTE 11 SHT. 4 4 i. e z o uxi XY 1C RL4R h 9 30 a SEE NOTE y1 Srn'. 7 13" MIN. I:01INII It::INK Wlt; D-LA LI IJAMtI. IYN NOTES: 1. SPACING FOR ITEM 133, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE JAMB IS AS FOLLOWS: FROM THE TOP DOWN 8' & 30'. THE SPACING FROM THE BOTTOM UP IS THE SAME. 30 acc ""' li 1 SHT. 7 PRODUCT: JELD—WEN STEEL q OUTSWING WOODEDGE DOOR W DOUBLE & SINGLE UNIT sunrnwc CONSULTANT". PART OR ASSEMBLY: INC. HORIZONTAL CROSSE TIONS 1 4, 2/4 & 314 813.684.3831 rRODUCTR9V6® — jt v yu 11 0 dra ar: TJH o am"CW- ull RW wVm la- S-2004 sNm TAL SEE DETAIL •G" v v 1 F-- 6" 6' --I o I O I 5 TYP00 n m '0 h rj M h io E ri E D ri n D 9 I 711- SINGLE DOOR ANCHORING 1 OCATIONS 5 0 a v DETAIL 'F• ATFACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. SEE DETAIL 'F'y g I ---{{6 2 Ov Z nn Q aU z3oN 2 z m M— U d i W Z C DOu9l E DOOR WI-20CUTIS ANCffQMG_LQCATlQaS 4.5625" o ^ C C wM.a-n 1ILDI0NG1Pl / N J ekNLtL CCdn10KttR lws pot, APR o c VC. gulldln8 & To.Dg 4 m n, anetun J`- License ' o. , euudu TARTS, 11 ML. 12 Ot 9S ra" rA rbdbSOKEN.T.S. O - IO Mr. W. TJH DETAIL " G" HINGE DETAIL IIRMINc a. c BY: RW wo: S- 2004 6i fflll E EM SLI'. OCIAII. _0SEEDETAILVSHEIi15 SHEET 5 ro ri aq i DQUALF DOOR ANCHORING LOCATIONS 36.0" MAX. PANEL WIDTH i / / / J UW 0 00 0no-- 0 / o 0 0 1 to. 0 L GLAZED DOOR MODELS F— or Ov 4+ 4' Z aj r, 4' --I F— 6" s' --I f` 4 3 p 04 I I 2` h I 0 I I U, fi n ORM TYP. 3 N0 W __ n c U a m pn it 5 5 TYp. TYP v+ C3 at C E F 9 Fm g cii TT r4• IN4' SINGLE DDOR W/SIDELaESA, CHOKING L?YOUT j BUILDING PLANS EXAWN.,. REVIEWED FOR 15.25MAX. j'"} PANEL WIDTH CODE COMPLIANCFi KEEP THIS PLAN ON 10S s 8 I I T_ APR 0 7 2003 m Buil cnign 0iv•Jax., Fi. z Examiner signature p License No. — TAMS. 01C a 813. 884.3831 X 4 PMOMIR REVEM ewobrg lulYnrlb CW ME: 12 01 99 xxc N.T.S. Odom A' uac Ertl. TJH I CHL W. RW L BY. PitAtlm mix: 5- 2004 arxLITF unn c StEEE OF 7 t I 27 5•BGLASS t— DESCRIPTION 1 HINGE ,IAMB 1 1 4 x 4 1 )2 Material 2 IiFAD JAMB 1 1 4 WOOD Z Y x 4 1 244x< B HIN 1 EmA 7 MIN 3` j 125' INSULATED TEMPERED 5 x 1 1 P IL; :. ; ; : .: GLASS if i lA TLOccEXNi N NOA 98-12 J OR' 7 BUMPER 97- 731.1E8TNREsf{pLD chi 23' AIR SPACE 1 1 4 x4 S9COMNWEATHERSTRIP x3 8 UAONUM U } QN IMPERIAL 12 F x I WOOD SC 2 3 O I Ub i Z HIQB 28 125' INSULATED FACE SHEET 25GALVANIZED .021 MIN, 13 TOP CA 1 GALVANIZED .018' MfN. STEEL TEMPERED GLASS 67 14TTOMx I.04 1 1.67 x 1.0 JO SPACE Q STILE 1 I 067 1. WOOD q V cl SEE NOTE / 1 T 0.31 x 19. I15P 18 ASTRAGAL RpN}Z?RCEMENT PLATE LOCATED Al 119 8- 8 X 1 PHILLIPS FLATHEAD WOpp 1fW1 'AN SERIES Dpc£W a 2 mAN L RIEs 0SEE 21LATCHSLOCK thm T 22 O BLICIC L3 o p J1 WO 24 ITYLITE EXPANDED POLYSTYRENE WOOD 5- CLASS 1.0 TO 1.23 bs. cu. I! MIN . EH 11MAX. I SHIM D x I mil BITE K REIN 4 29 LA T 1 1 4 x 4 1 8x1131 VENT LI ODl L L S 123' INSULATED TEMPEREDMASSBUNKPHI JAMB 1 1 4 T WO SCR M41L NOTES: WOOD r.; ='. ':." i.•. 1. SPACING FOR ITEM 130 (18 x 1 112' TEK SCREW) IFOLLOWSFORSIDELITESAIR SPACE FULL LTIES: TOP & BOTTOM: SIDEL•fTE' (2) SCREWS 2- IN FROM EACHS' CORNER. FULL LITES (3) 1>BIQB SCREWS 3' IN FROM EACH CORNER & (1) IN THE CENTER. a SIDES FOR BOTH; (6) SCREWS3.25, 13.75' 26.5. 39.J75- 52.0' AND 62.625' 30 2 2. SSAAS FOLLOWS FOR FOR 1 1Lr: TEK SCREW) Z SEE NOTE /2 5' STEEL SPACER ^ 1z5' INSULATED TEMPERED CLASS THE 2. 5- IN FROM THE CORNERS d (1) TOP ( E BOTTOM SIDES; 3.25- FROM TOP IN THE CORNER( Jc (3) MOREEgT R0.37S". e1a.Ils.. Z. Yzr ,LL ft, 1-: cmKm 12 O 1 99 i N. T.S. 0 Ora. ev: TJH aa. er: RW ow na xo_ S- 2004 sm OF 7