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Home My WebLink About106 Aldean Dr front, rear and garage entry doorCITY OF SANFORD PERMIT APPLICATION 7Permit # : Date: ` IS'O3 Job Address: 10(e p ALLeAN LT Description of Work: f?Vdeee= Front d RW.41- bars .+ DDD/ &`(•lt ee-% GA"A%, d, b6" le - Historic District: Zoning: Value of Work: S Permit Type: Building _Y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # 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: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: t-- 0180 (Attach Proof of Ownership & Legal Description) Owners Name & Address: [ TrA n' kr_r,9e_ Phone: Z16r7 - 323- 7,097 Contractor Name & Address: 7 8-mots -IDI-ID" -F/• 3Z8 %0State License Number: CW l Z yq Phone & Fax: y &94,-093D Contact Person: JbCI7 4beGlli- Phone: y07-3W-SyOr Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: _fl Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 pe verification that I will notify the owner of the prop rty of the requiremen f lorida Lien Law, FS I . Signs re of Ow `r/Agent to Signature of Contractor/Agent Date N 3of••^ 0 N _ rint Owner/Aient's Nam tint Con for/Age me S/ m o o ignature of Notary -State of Florida V Date Signature of Notary -State of Florida Date — C3- T QS U@ o U4 tV wner/ Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or () 2o Produced ID F't-/Di_ Produced ID 2,L01'iSfS6 No Q P A ON APPROVED BY: Bldg( RYA\ Lonin_: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Initial & Date) Special 11ditions: m CITY OF SANFORD PERMIT APPLICATION Permit # : V Date: 7 ` S t%.3 Job Address: I U UK- . p Description of Work: & FronfReaf - Lyvrs Historic District: Zoning: Value of Work: Permit Type: Building Y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ NOW Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/Now Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential —, Commercial Industrial Total Square Footage: ^1k. A_ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: a`(' , " " S$ t7Bdi- O 11En (Attach Proof of Ownership & Legal Description) Owners Name & Address: T1 r m n' kr_r k_ Phone: W77- 3Z3- 7,09`7 Contractor Name & Address: ge442p- unw jL *7 L - p 7 ,/ gks G7• K/wk.-- S Jn" - FI. 3-270 State License Number: G%-i asyq-m Phone & Fax: y /rOg.3D f Contact Person- I7 G!'4C1 Phone: ga,2_383-Sy S Bonding Company: /V Address: " r r Mortgage Lender: Address: Architect/Engineer: -- Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done is eompliance 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 permit is verification that 1 will notify the owner of the property of the requiremen f lorida Len L w, FS n Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name tint Con for/Age me S"4 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date n o y C7 =03 Q O.."r/Agent is _ Personally Known to M.e:ar Co tractor.'Agent is Personally Known to Me or n 2 o C P i 1p ,Produced ID 7,(eo1-7156yd y- o _ n t iiw• APPLICATION APPROVED BY: Bldg&E 'L --2--3 -0} "Lonine: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) 536D Seminole County Property Appraiser Get Infonnation by Parcel Number Page 1 of 1 Total $1313.28 Stock Merch Ci/Sanford Stanley - fanlite, stl, (2)Jeld Wen - stl 407 323-2087 PARCEL DETAIL Allma =;J s 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-518-01300-0180 Tax District: S1-SANFORD Number of Buildings: 1 Owner: CONFIDENTIAL PER Exemptions: 00STATUTESHOMESTEAD Depreciated Bldg Value: $82,098 Depreciated EXFT Value: $734 Own/Addy. 119.07(03)(1) CID# 257 O'Keefe Land Value (Market): $21,300 Address: 1101 E 1ST ST Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $104,132 Property Address: Assessed Value (SOH): $84,896 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 4 Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $59,896 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vacflmp WARRANTY DEED 11/1992 02537 0939 $84.800 Improved 2002 VALUE SUMMARY WARRANTY DEED 12/1989 02132 1985 $85,000 Improved 2002 Tax Bill Amount: $1,226 WARRANTY DEED 01/1975 01045 1917 $46,000 Improved 2002 Taxable Value: $57,906 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 18 BLK B IDYLLWILDE OF LOCH ARBOR SEC 4 LOT 0 0 1.000 21,300.00 $21,300 PB 16 PG 100 BUILDING INFORMATION Bld Num Bld Type Year Bk Fixtures Gross SF Heated SF Ext Wall Bld Value Est. Cost New 1 SINGLE FAMILY 1975 6 2,268 1,770 CONC BLOCK $82,098 $92,766 Appendage / Sgft OPEN PORCH FINISHED / 18 Appendage / Sgft GARAGE FINISHED / 480 EXTRA FEATURE Description Year Blt Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1979 216 $734 $1,836 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rurposes. f you tecentlypurchased a homesteaded property yournext ear's pioperty tax will be based on Just/Market value. littp://www.scpafl.org/'pls/web/re—web.seminole—cotinty tltle?PARCEL=3419305180130001... 9/9/2003 09-08-2003 16:45 FROM -HOME DEPOT 9264 SPECIAL SERVICES +4073331128 T-911 P.001/001 F-881 Legal Description Lor 78, Block B, IDYLLWILDE OF LOCH ARBOR SECTION-4, according to the plat thereof, as recorded in Plat Book 16. Poge(s) 99- 100, of the Public Reco;,4 of Seminole County, FL. Community number: 120 294 Panel: 0040 Saffrx: E F.LR.M. Date: 4111195 Flood Zone: X Date ofJield work: 818101 Completion Date: 818101 Certified to: Timothy M. O'Keefe; Wendy C. O'Keefe; Mortgagee Title Services, Inc.; American Pioneer Title Insurance Company; Foirwinds Credit Union. irs'successors andar assigns. I LOT 17 LOT 17 lyJ ll,n r r000 rv.ee pjLOGL' ^il A1° 26'4."w (P) 12-35 ie,ir000 raa on r/L w. ,- FAFH, — ..— S89 12'35tit/ 126.40 (n+) ..— .— — — u T UL LOT 18 6t>GIC ^6° 7 sroRr azyt, RFS7p ate. DELTA 90'00'00" ! RADIUS = 25.00' CHORD = 35.36' ARC = 39.27' ALI) t DRIR/WVE Property Address' 106 Aldean Drive Sanford, FL 32771 Survey number,- SL 3014 rta , s/e • (/ N89'09 47' NN 0 fFCa NCT SLC70<WILL vvcx-c FENCE o CEMA.4t, AN 6Z4;)i LTA x-x- WREFE/\.CE 000 OECOBOX:)< F.N NA2 O OESGFfiPT1Q/p9 pEL F-1 7CFERTY CCFd'R nr, 71.1. 1-+,'7t.F_ R F C'rrr' O/W IVEWAY a r FCLO MFAt-Lh ---n rY,"AAT F,ASEMENT QRY-4 AL- NQIZr C CALC:LZATEO aL LLGV471nVV CL CLEAA FF FLQG 11 LEGN_0."' 'rJ PEYPTI s. CNC% ENCAC7AC7-,MENT F.C.M. FGLFVO TE MLYVLNMIE/VT 21 T.`¢4AAC75- .0 V-,N Fi=-LN W9C9AIC7ABS7PACT87 hZW54S0A775 rc 7e-F;Lft A - FPK FCLAO RA UFO ,<ALCYVN4Q_ CPOTHERF,'EL'L'sL'^FDE7 QNk7RahY 9n;7T,ygV,nv OVTt RAT PC= L LENGR-I 3) L/ f, LCC7k5 C—CXYUM S,ZX-AnA CYG Dc?07 DER FL P4CYGIRTYLavE LAE.. LIN=4=0-3 C1ZMV 7' M'KZ71/S, WEAGACrLCCA =CJ. CM. CCYVPF7ETEMCJvtMENT MJ MAN40LE WA- TK9AFCTL771-EFALE0-T7 e—" FlR. NTG. NCTTOSCALE i/ &ALY V79BLEE R7AP-N>EVT'sL A7F17. FIR FCJ110 hgcv OF? CFRCfAL.S'-c; 4nS- EJ NO A"N RCATv3v,DPUR TYC Ins .:/.p7Ep. R/ W RXD-IT ry WAY R.B O`Ra4L REC'090S9CCK Tl L7 6'CNs9-A7wTl.4FEFLATAnONfASLFZ L/v_E°S'Or1 1.5E.4.9WM NtSD n/41L &COW RCP. PE)QA4ANE7VTCC7V7F72_.=C'N7' S1 ELEVA770VFJES OwNA;WR4T-OLFL NGVLI IZPSt yr VTp A AG7ER QE; tlRAKAGE EAEEMF_NT P.R.M riRV241V/rT. 0) E7E.CRM"ra.'F EF0 1.AAF AA95,0R VG L?C_, TYE4::C(VTEn!!* PC, MOY. Vk']Vr FU] C-E - 7- C7 70) TH9f9ANCL`'3.r'L Il L f10 Y LM.E 07NE N 15'E FrJ. F.c{,tv.j P MT P AI FMT71htOTVALR0W.1S5 a, a'i N?TFITYE /hCLXA K%Bt 19G '6 '7J CFwli-. P PLAT P.M. PL4T6fXac tom+'/ 1',.CRAZO EC RV AnQ,sAFEAaJVL1flASAIXx.ArESYpv_Y, FuvOARE FUMW A--V -AI•T r.C7.Fi PCNTCi BED VIVIIG vfl]F,SCYt, n-COEr'.'r l?.J9C 'AVA4AELETD'IrE3R1/EYO4 The OKL CVEF7 LSACLML,7ZF PC= PPCrvY c!P=4,vzENCE7v,ENr 60CrN47701VZ^--kk0A7T&W Ln7VF09FLCGO^Gt.R4NCP RP r 77WEPPCLE P0L. PONr C:NL# R-FF'OSES ANG M4Y TibvlW 71CYVPFT7V1C4`-O eY07i-EFC± rx 774ANSFCFw W RC X7N7'¢C"WVATU4E CATM C4BLER^ P.R.C. P0^fr0 .,GvSqxCLAYVE YCL v IFYTW+T SLRVEr'6A »59vTATA7H0= W. M. WA7'E7i ME7'EP PT PC%VTGFTANGENCY As.RI/FY x 0 M TEL. E140Ll770Z R, R404JIRrR404L) COVFFIEOAREA R=E. SR 4WARYIG AU .EnAY- 0J.R. E'T.RGh/CC)76CAP C> 4 cT-10-70 S/MV S'G1 WACK Pd/RIr R"a'.F T6'8l ry]/Q 3491 RAC7 TB.M. TCMPC'RAPYHE',t,-rMARn NR rCrvMAfJI rV^iV f-].AOfAL TP.P TC7'PFR<1(W< RALPH SWEROLO vc AR TYP TY r4-- LS. 365 Ct, FL 32746 EI.M. 8ovo-1na.gPpc W,l: WITNC tiPC:]4'NEFi iln7Wa ant: StLa109 LAKEWRY, C.y, CATCtTBASTI 10 EX6TYVGF..LFVATip'v VOICE (470 7) SOS- 750 1 F-AX407668-7E91 C CALCL./LATEp E. OW EOGE CF WATER 3sPs +- o • - O K,eeA Restdgnoe, 1062 0-(de&n jbz . LIM err M 1 A M I DADE MIAM( DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL bivism— MIAMI, FLORIDA 33130-1563 305) 375=2901 FAX (305) 375-2908 NOTICE OF .ACCEPTANCE (NOA) Jeld=Wen; Inc. 31725 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rulesand regulationsgoverning the use of construction materials_ The documentation submitted has been reviewed by Miami -Dade County Product Control Division and 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 shallnot 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 "DoorCraft®" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites— APPROVAL DOCUMENT-, Drawing No. S-2195, dated 12/14/01, with revision 2 dated 06/07/02, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 107" x 6'8 Inswing Unit", sheets I through 7, prepared by R. W. Building Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 after a renewal application has been filed and there has been no change in the. applieable 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 b)= the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shale 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E.`' gi NOA No 01- 1224.04' a Expiration Date: August 15, 2007 Approval Date: August 15, 2002 Fkon Page 1 UU ct RE J LJ Ada Wallqflu WOOD EDGE GLAZED INSULATED STEEL DOOR INSWING"UNITS W/d WADUTSIDEL)TES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART) 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 7, SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, J RESIDENTIAL INSULATED STEEL DOOR Common to all frame conditions) 24 ga. 0.021 minimum thickness, Galvanised steel A-525 commercial quality - AKDQ per ASTM 620 with yield strength Fy(ove.)-47,575 psi. Cora do$ Expanded polystyrene with 1.0 to 1.25 tbs. density, by Jell -Wen, Inc. ing: The active and inactive ponels are constructed lasso 24GA. 0.021' min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top rail consists of LVL measuring 1.67E x 1.042'. The bottom rag is roll formed 0.021' galvanizedsteelmeasuring1.67E x 1.21 ". The sides of the face sheet are roll formed into the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0". The interior cavity is Filled with polystyrene. The face sheet is glued to the polystyrene. The panels are routed to receive the ODL (HP Polypropylene Themiofll-Pit-WWO391) lite frame. The units are glazed with 0.125' tempered glass or 1.0' ins. glass. The tit@ frames are sealed with QSD glazing compound on the exterior. Sash Construction Q lazing: The sash is constructed from 24GA. (0.021' min.) galvanized steel. The edges of the face sheet are bent 90' over the poly- styrene core and and glued to it The sashes are routed to receive the OOL HP Polypro ene Themrof7-P6-JOI M0391) Re frame. The units are glazed with 0. 5 empered gkus or 1.0' ins. tempered glass. The rite frames are sealed with O c glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measunnq x 1.25 The head 'ambs are mortised and butt joined tothesidepmbsandattachedwith (3y MA. 2' x 7116E crown wire staples. The units use a slope adjustable aluminum threshold mess. 4.562' x 1.173'. The threshold is attached to the from& with (3) logo. 2' x 7/16' crown wire staples. 74 5" OVERALL MAX. FRAME WIDTH 36.625' MAX. IV V tGRl1LL MAX. FRAME WIDTH 15.5" MAX. PANEL WIDTH 36' MAX. W7ASTRAGAL PANEL WIDTH 36" MAX PANEL WIDTH '1 FRAME WIDTH 14' MAX. PANEL WIDTH r r r r 21.125E y21.125" 2 0 w [Z y21.125" z MAX. MAX. O MAX. O W WiDLTIr , WIDTO} , i y WIDTO, y i 6" MAX' r e A,p o6D.L0. 17- e r D.L.O. N in N rn r Mi r In IN -ACTIVE ACTIVE 9 m D1LB1 INSWING UNITS ARE VIEWED FROM INTERIOR E UNlT ALL EE DET IIt A SINGLE W/SIDELRES INSWING llNl7 37.5E OVERALL V 107" OVERALL MAX. FRAME WIDTH MAX. FRAME WIDTH 36.625" MAX. 15.5E MAX. 36" MAX. r PANEL WIDTH 14" MAX. PANEL WIDTH W/ASTRAGAL 36" MAX. PANEL WIDTH FRAME WIDTH 14" MAX. PANEL WIDTH t> PANEL WIDTH 2 d J J W o Ed a 6' MAX. w O.L.O. N y coo 0 SINGLE DOUBLE W/SIDELTTES DING UNIT E DETAIL A INSWING UNIT _- DESIGN PRESSURE RATING WAG WHPN USED IM '17M.H YMOCV HUIV00 F ZONES' Appr d m t piyieiue3MITerOCLUMOarATWWWFXWEDaAcvuPrmVAWMMMVntANKESMONXCMW00c" W 0AM" H-UR ldi CMWSUaWSSmWa. lmBT &W a WOULD M Id-IMMMF .SAS OW /m MwA & ®Om A aACWT4W XMM Datt UNIT TYPE POSITIVE NEGATIVE Naga - M6ml Dade Prods SINGLE dt DOUBLE W/OUT SURFACE BOLTS ON ACTIVE PANEL +50.Opsf-50.Opsf DI foe Dy SINGLE g DOUBLE WITH SURFACE BOLTS ON ACTIVE PANEL +65.Opsf-65.Opsf u r.. y21.125" i-x w Ezi r y21.125' ry21.125' rr MAX. O.L.O. 2 z J MAX. D.L.O. MAX. D.LO. WIDTH, w d y WIDTH WIDTH y e r u 6" MAX. S ce D.L.O. y A, e r r r r N r r IN -ACTIVE r ACTIVE v xith iht 813.684.3831 NTS er: WLh er: RW NO No.: S-2195 L of ITEM DESCRIPTION MATERIAL 2 ilEAO JW6 1 1 4 x 4 9 16 PONDEROSA FINGER JOI/fED PINE PINE xo/ Nit 4 x4 RPM x a. .09- daNy 2 - -. 5 _ W STEEL ^ 6 DOOR XCH lot WE STU 1.6 x 1 LVLq 1. 73 x 1. x-.021 W. 9W,2 QAM MPUM DOW SI U 4 of n Fa 1 d h W n V. d A v a 11 DOOR PANEL WOW TOP RAIL 1.67 x t LVL Z C7 ? 19 2 19 13 WWN0, SIOE 1.67 x 1 2 .= 14 0 SEE NOTE 0 - W Li ALE1. i x 4.0 x 12.0 J 7 SI{T 4 . _{ t 6CA ww TRNI Ls i 2 _ - EXPANDED POL lA to 1.25 B. BY ,IE1D-WEiI FOAM 9 M U a NOT USED c ( 19 2x WOOD SUBC WOOD TE '' : k':. l MATERIAL SHIMSEE NO IK 400 SERIESKNOB 7 - tn NBPan) 2 J o SEENOTE 2 *s" Fx?.< 1. PHI TH 0 STEEL s N SIN 4 6 ALUM. 651 6 UM. ci 8 ` t',:'•:'t1r' 40 `. vlt!*'S=K+Ft ^ 0 27 MIT VINYL pt 4 ` 29 N CAULK RL IAWRSILICONEtz 0 x N SILICONE w m SEE NOTE 2 W ,r3.t+r _ t x t P 1ND00 STEEL I p 3 x o 1NI1:@ B 4 ._ I Z B t 4- SCHLAGE N L 4 OU SET 1 UN ? N x 4. L STEEL II no Nc 7 6 1 W 510 SEAL m 1 .1255" SMLN. TEMP. 38 t FPAUE 1 CIASS HP POLYPROP. 46-JLFMp I POLYPROP. _ SEE GLAZINGDETMLSSHT. 6 ' _ 8 x 1 u Li • g o 4 INSULATED Y HER A E IES N 9 3 Y L RI - 2 1.75' MIN. 3„t<t:;?r b ssL" .t - - 1 PANEL THK. PANEL TFIK. :; IS x 2 PRWPS WOW SCREW NINE 17 1 4 x 2 1 2STEEL EIW TRIM 14NL 374 L L 8 9 314 x 4 9 16 DEW PR FOHCDAENT - 2PINE 0 0 LATCH JAMB 1 1 4 x 4 9 16 S4 FPW JOW O PINE IN ^ a CIO x 1 W TNFAD o 10 x 2 PHNLI FUTFIfAO IYOCD SCREW STEELo 2 N ^ Z ps o o. a aT ad O O - CONSULTANTS. INC o a 873.884.3831 ni OATS 12114101 r 6 H Sc^L NTS Appnrved as compA•iag xltA tbe oft g{. WLN Fioxtda 8uidiagCod-e21 - - nuxr CHK. BY. RW DOOR PANEL SIDELITE SASH MI —I Dade ry duct opAAtNC NO.; DI loo S-2195 By SHEET _ L OF 7 SEE NOTE 2 SHT. 4 INACTIVEN 312' OM. 0 BOTTOM AT ASTRAGAL SEE DESIGN PRESSURE CHART t LMATUC"HM YOMKUCW"'''"N N Ala 9NIC11111 Miflo) 39,030 1.265' WIN. Ems. 25* WAX. SHIM THK. AS' MIN. Id C-SINK' DACTIVE \ K\[N EXTERN) 19 JNTERIQS 17 6 5 SEE NOTE 7I ) CROSS SrQ77ON SHT. 4 3 HINGE JAMB To BUCK ACTIVE INTERIQ 08 S2 R, NN YTl 111X LD QLl j T, 12/14/01 App—cdw.mpbis&*Mthe SO&C. HTS om ffill WLN Due 6 NOA# CHK. fir. RW M M"NG NO.: S-2195By V ISHEET -L Of _L I SEE NOTE SEE NOTE 8 SHT. 4 8 SHT. 4 4 16 12 16 48 50 SEE NOTE 5 EXTERIQ 4 14 Q vSHT4 2 25 - z 29 x 29 ;i P, g SEE NOTE 5 SHT. 4 38 m 1038 4 z 47 38 44o kZz'p- 0 37 3 10 37 x 2F4 W) c 13 39 3" 0 40 39 12 W717 13 14 4 12 R NU SEE NOTE 2 47 32 2 15 SEE NOTE 2 N 40 32 SEE NOTE 47 2 S 4 ndny w @SHT. 4 SEE NOTE 3 SEE NOTE 6 SEE N 4 SHT 21 34 42 SHT, 4 SEE NOTE 2 INTERIO 5 SEE NO 6 SHE 4 uz SHT, 4 SHT. 4 SHT. 4 SEE NOTE J SHT. 4 HQRIZOffAL CROSS SECTION HOM20NTAL CROSS SECno TYP- 1. 15' MIN. Ems. MIN. 4& INg -pl 61MRLI MT SEE DESIGN PRESSURE CHART 15' COUNTERSINK 29 25 t;' _ E)(TERID NOTES: 1. SPACING FOR #8 x I PFH SCREW ATTACHING THE WINDJAMSER ASTRAGAL TO THE INACTI'VE DOOR IS AS FOLLOWS: TOP DOWN; 1.0, 3.0". 5.0" & 19.0". FROM THE BOTTOM UP; 1.0, 3.0, 5.0, 20.0' & 38.75*. 2. SPACING FOR 18 x 1 112" PLASCREW 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. SPACING FOR BRAD TRIM NAIL 314" L, ATTACHING THE QUARTER ROUND TO THE Ir. I ` - I... 19 A 17 cc INTERIQ ru 0 a 10a SiOEU IS AS FOLLOWS; MORETNAIL IN THE MIDDLE. E TOSIDES; 1.25" FROM P & BOTTOM; 1,25' EACH IN FRENO &OM EACSIXH HORIZONTALMORE EQUALLY CORNSPAER CED ON WITH (1) THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMS AND BUCK USE 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMS AND SIDELITE JAMB AT THE MULLION USE 18 x 2." PFH WOOD SCREW.873.684.3831 5. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS 47 SEE NOTE 3 25' MAX. SHT. 4 SHIM THK. 32 SEE NOTE 6 SHT. 4 HORIZONTAL CROSS SECTIONq)AT 40 SEE NOTE 2 SHT. 4 DATE 12114101ASFOLLOWS; 6.0- FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION, 6. THE SIDELME IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8' x 318" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L. ATTACHING PFH WOOD7. WHEN CHING THE HINGE TO THE JAMS AND BUCK USE 110 x 2" P SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMS AT THE MULLION USE 110 x 7 3/4 PFH WOOD SCREW. 8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A SIDEL(TE TO BUCK. TYP Appl.1',J.s-pIyj.,.jthtb, FFuriJtBuxlia Mfaml N.T.S. cw_ BY, RW DMWMG NO.' 21 S95 SKM _ 4_ OF _7_ 1. TRIM _NAIL SPACED A MAX. OF 12" ON CENTER. SEE DETAIL "F _ SHEET 5 SEE DETAIL jG SHEET 5 3.0" 3.0" I- TYP. SEE DETAIL. H SHEET 5 E TM 46 46 - 1 TYP. I I I I TYP. I 6.0" 3.0" 3.0" 3.0" SEE DETAIL K SHT. 5 QQ! 18j.E DOOR A CATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 7 SHT. 4 ie.Sta. j1 SEE DETAIL 6.0" 3. 3. 6.0' G SHEET 5 zO3"' 6.0' 6.0" .. . 3 I--T I TrTYR ZQcr F 3.0" n 2 Z_ TYP n MM fin o SEE DETAIL n co g J SHT 5 UO o EE NOTE J a 5 SHT. 4 o Q OCR Q p rn zF N TYP. C p TYP- 4 46 cT u' O. if mo C I 3. 0" 0" i( 46 7YP1 L. SURFACE BOLT DETAIL J STRIKEPLATESTRIKE PLATES TO JAMBS WIN AM R AST GAL SEE NOTE 4 SHT. 4 RETAINER BOLTS HEADER STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE 3" 6.0" 6.0" i•— 3" 3" 3" 6. 11 -i r 6.0" SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW i DETAIL H STRIKE PLATE TO SURFACE BOLT WINDJAMBER ASTRAGAL o STRIKE PLATE Approved um pyla; Mtb the DETAIL K SILL iMniJrt JIB WINDJAMBER ASTRAGAL Dmeon 70 BOLT HOLES noAx - gRETAIINT1EpRBOOTSTRIKEPLATECEDI%w. 813. 684.3831 BY: WUv W. RW NO No.: S- 2195 5 or 1 .` ii SEE DETAIL "F" SHEET 5 SEE DETAIL 3• 3 G SHEET 5 6" " 6• 6" 3" to 3 6,. 3- 7. 1 oT lO to M • —T M I I I I I I I I I I 3" -•1 TYP. TYP. TYP n SEE DETAIL vi H SHEET 5 SEE NOTE 5 SHT. 4 SEE NOTEf S SHT. 4 — TYP. L L TYP. 111TYP• I I I f 1 C ram. n n M M L 3" 6" F-- 3" 3^ 3" SEE DETAIL K" SHT. 5 DOUBLE DOOR WISIDELITES ANCHORING LOCATIONS 9 8 30 44 9 30 zy 9 N SEE DETAIL G SHEET 5 yj 'n SEE DETAIL J SHT. TYP, rt en M t o o d 5 r; TYP co T ' n TYP. M N P I o 1 ® TYP' 1 P 6• I 6 SINGLE DOOR ANCHORING LOCATIONS 111 NMI,. 75* AIR SPACE INTERIO GLASS 75" STEEL INTERCEPT INTEPIQ SPACER 5' GLASS SEE NOTE 3 e ra: r; rrr; :.4 O O rSHT. 4 SIDELITES 118- TEMPERED GLASS SHT. 4 40 OPTIONAL INSULATED rr TEMPERED GLASS z.r W ^ U Q ad W) zS2 Z8 M U O a H o i,o$3, c 1 Y 00 3 a.. 3 873.684.3831 are 12 17 01 SCALE N.T.S. Anv-v.a--,zWr>r¢MmWe F4uid. Qu;dle.0 r, A .41 M. er. WLN W.'u s CHX. RW Nieml Ur P d bl.. 0rAv/e1G N0.' 5-2195 3v axt7 6 a 7 4.5625" N 2 4 WOOD FRAME in 3. 50 4.562" F-- ro e W ADJUSTABLE CAP 23 BY IMPERIAL .051" WALL THK. 2.063" o N N h"-- 4.562" -i ADJUSTABLE INSWING THRESHOLD 36 W/SIDELITE BOTTOM SEAL BY IMPERIAL .051 " WALL THK. Oj LVL LATCH STILE 25" 8O F--1.73" --{ QOOR STEEL EDGE CAP, BOTTOM 8" O O n Q 0 N SURFACE BOLT (JyES. .25" STEEL MODEL 454) 3.0" 125" cc ov b. _ _ - -N Z % N C) m 2.4375" 38 DRILL TRU ? _ Z_ LITE FRAME OOL PFH WOOD D2 RILLTRUFOR2 _ HP POLYPROPYLENE SCREW 2PLCS .357" DIA. ASTRAGAL g THERMOFIL- P6-30FMO391) RETAINER BOLTS d ^ `' WINDJAMBER It WR68J STRIKE PLATE STEEL PLATE 1. 68" 0 rn o T k 45 _ z 45" OINSWING DOOR 801TOM a- Q 27SWEEP, EXTRUDED VINYL 'S 060" THK WALL TYP.103" o P2.4375" 44 his 3 a LEE FRAME ODI 3 x HP POLYPROPYLENE o z THERMOFIL- P6-30FMO391) $ O O I" GLASS FRAME O O y II C Yn 4 x 4 STEELJ" DOOR HINGE O rn T 7 ASTRAGAL HAS .097" THK. STEEL BY HAGER o w 2) 8 .C" L. x .312" DIA. BOLTS O BOTTOM Ec N e ( 2) 8 .0" L. x .312" 0LA. 1 1.875" N BOLTS 0 TOP I o c- DIA.—VARIES W/LOCK USED o N Z 0 0 26 vBW )INO r n ASTRAGAL N7NaA4(9,CR // consuu'Nrs, INc o ( WR68J T-6060 EXTRUDED ALUMINUM WOOD LOCK BLOCK, 1.71" THK. 15 913.684.3831 0 J25 140"10 COMPRESSION WEATHERSRTIP H O- ON ODS 6 0 n — Phi" with Im en WLN BY: RW He No. 5- 2195 7 ov 7 M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and 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 Mami 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 "DoorCraft®" 6'8" W/E Outswing Opaque Insulated Steel Door w/wo Sidelites— Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2104, dated 09/11/01, with revision 2 dated 06/06/02, titled Outswing Opaque Wood Edge Steel Door up to 107" x 6-8 Unit", sheets 1 through 7, prepared by R. W. Building Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. N USSILE 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01-1218.05 o Expiration Date: August 15, 2007 Approval Date: August 15, 2002 Page 1 WOOD EDGE OPAQUE INSULATED STEEL DOOA OVTSWING 8 8 UNITS W/AND W10UT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2. WOOD BUCKS 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 BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINOBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION-1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIOELITES ONLY. _. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN, A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR Common to all frame conditions) Door Leaf Construction, 7 F=e sheets 24 ga. (0.020) minimum thickness, Galvanized steel A-525 commercial quality - AKDQ per ASTM 620 with yield strength Fy(ove.)-23,675 psi. Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld- en, Inc. Panel Construction: The active and inactive panels are constructed from 24 ga. 0.020" min.) galvanized steel. The face sheet top and bottoms ore bent 90' over the top and ..bottom rails. The top rail consists of LVL measuring 1.57' x 7.042". The bottom rail is mil formed 0.021' galvanized steel measuring 1.67' x III"with a 1.645' x 3.0' x 0.831' piece of pressed fiber board at each comer attached w/0.5" x 2.0' wire staples. The sides of the face sheet are roil formed into the LVL latch stile and pine hinge stile measuring 1.67' x 1.0". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Sash Construction: The sash is constructed from 24GA (0.020" min.) galvanized steel. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The sashes are routed to receive the ODL (HP Polypropylene - Thermofd-P6-30FMO391) lite frame. The units are glazed with 0.125' tempered glass. The lite frames are sealed with OSD glazing compound an the exterior. Frame Construction The frames are constructed from Pine jambs measuring 4.563" x 1.25'. The head jambs are mortised and butt joined to the side iambs and attached with (3) 16 ga. 2' x 7/16' crown wire staples. The units use a bump face threshold measuring 4.041 x J.0'. The threshold is attached to the frame with (3) 16GA. 2" x. 7/16' crown wire staples. J TABLE OF CONTENTS SHEET # DESCRIPTION NERAL NOTES AND TYPICAL ELE 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS C ONS a HORIZONTAL CROSS SECTIONS A NO EZ 5 ANCHORING LOCATIONS k DETAILS 6 ANCHORING LOCATIONS k GLAZING DETAIL 7 UNIT COMPONENTS 74.5-OVERALL MAX. FRAME WIDTH PANEL " MAX. 36" MAX. PANEL WIDTH MAX.' FRAME WIDTH 36" MAX. Pp 15.5" MAX. FRAME WIDTH W ASTRAGAL PANEL WIDTH 14" MAX PANEL WIDTH'1 14" MAX PANEL WIDTH PANEL WIDTH l ®.. r IN -ACTIVE ACTIVE jca S.2 W r r r J W O Q CL 6' MAX. w e 0 p g 9 e D.L.O. N om r ut n q o Go 9 All NNrre ARF VIFWFD SINGIF W/SIDEUTES FROM INTERIOR o 37.5" OVERALL MAX. FRAME WIDTH 36" MAX. 107- OVERALL MAX. FRAME WIDTH PANEL 1 MAX. 36' MAX. PANEL 15.5" MAX. FRAME WIDTH 14' MAX. PANEL WIDTH PANEL WIDTH PANEL WIDTH 14' MAX. PANELWIDTH 1 ca liJ w J WZ IN -ACTIVE ACTIVE J Q 1 LU O ZZ a 6" MAX. a o D.L.O. 1 6" MAX. w D.L.O. w o o rGo N 9 o cc L;J to SINGLE DOUBLE W SIDELITES DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATIVE SINGLE W/WO SIDELITES 66.7 psf -70.0 psf DOUBLE W/WO SIDEUTES (WINDJAMBER II ASTRAGAL) 66.7 psf -70,0 psf DOUBLE W/WO SIDELITES (IMPERIAL ASTRAGAL) 57.0 psf -57.0 psf A ru•N a ro yy euaaNc oNsuLTAnrt's, w+c 813.684.3831 E: 09 11/01 uF, N.T.S. G. By.. TJH K. BY: RW M S-2104 Wr _L or 7 2 N zn I 11 zY z 10 cn 10 Iv W w 1 W x J W i a 1.75" MIN. PANEL THK. 0 JEXTERIQ 17 INTERIOR N 9 12 1 Qd . C d C C z d.. gm N 45=SECTION DOOR PANELOORPANEL 5 z aj 19 0 2 EE NOTE SHT. 4,^':i.:i..k:::' f= 2 r` 9 ys'.1 Y fn 17 In- 8 o U SEE NOTE z173SHT. 4 C'1 ui xs W 2 0 j 4 EXTERIOR aINTERIOR a 125" MIN. p GLASS THK. O Y W 2 InN SEE NOTE i ,' _sr ' `_ Un j4SHT. 4 1.75" MIN. 47 PANEL THK. d d 4 4 z 4 8Zm a N W 2 - ECTION SIDELITE SASH ITEM DESCRIPTION MATERIAL 1 STEEL 2 HEAD JA118 1 1 4 x 4 9 16 PONDEROSA FINGER JOINTED PINE) PINE X NE 4 w-9116 x . c.. TEE 1 X 1 WO (HINGESTEEL LVL LATCH SIDE STILE Q.57 X 1.0 8 1 4 x 2 1 2 TAPCON STEEL NPEA THRESHOLD .050' EXTRIIDLD ALUM, 8Y PEAIKo 10 SCHLEGEL - ON QQS 650 FOAM 11 TOP RAIL 1.67 x 1.0 12 BOTTOM RAIL 1.73 x 1.21 x 0.021 THK. IN. 24GA STEEL 13 DOOR HING STI 1. x 1.0 WOOD 14 1 x 1 4' PFH WO0 R STEEL 5 WOOO LOCK BLOCK 1.71 x .4.0 x 11.875 W000 1 1 4 x 2 1 4 TAPCON TEE 7 EXPANDED rSTYRENE 1,0 to 1.25 Ib. S BY J -WEN FOAM 18 OPTIONAL EXTRUDED ALUM ASTRAGAL 050 WALL IMPERIAL ALUM. 1 2x WOODRUM— BU K WOOD 20 SHIM MATERIAL (.25 X. 1 KWIKSET TITAN' 700 SERIES KNOB 22 KWIKSET TITAN 700 SERIES DEADBOLT 23 BRAD TRIM wx 3 4 L. EL 4 x ' PFH W D SCREW STEEL 8 2 1 2' PFH WOOD SGR STEEL 26 ASTRAGAL EXTRUDED ALU . 8J W a A UM. 27 YALE KNOB HERITAGE SERIES 28 YALE DEADBOLT HERITAGE SERIES 29 SILICONE CAULKK CR LAWR NCE 33C SILICONE 30 GLAZING COM GUN Y L SILICONE 1 8 x 1 PFH WOOD SCREW 81 ASTRAGAL TO DOOR STEEL 8" x 3 8 1 4" ROUND SIDELITE STOP WOOD 33 x 1 1 K SCREW LITE FRAME STEEL 34 SCHLAGE KNOB ET #F51 35 SCHLAGE DEADBOLT IB360- 36 STEEL SIDELITE PAN .021 MIN. SEEK— S L 37 1 8" TEMPERED GLAN MPP GLASS 38 LITE FRAME IDOL HP L HEM L- - 91 POLYPROP. x IN 40 PFH W R 1TNK STEEL 1 10 WOOD SCREW IMPERW. ASTRAGAL TO DOOR STEEL 4 3 4 9 16 D EP PRESSURE TREATED D ORCEMENT WOOD 4 1 48 WOOD MULUON CAP WOO M NA1 1' L. ST LA IN M OUN 119 ILL N SILICONE i m illicirl INTERIOR C—SINK 1 HORIZONTAL CROSS SUTION 25" MAX. 3 AT ASTRAGAL W11TEM #26 SHIM THK. a WINDJAMBER WRR68J SEE DESIGN PRESSURE RATING 1.15" MIN. CHART SHEET 1 EMB. ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L, x ALUM. RETAINING SLIDE 312" OIA. ® TOP k (1) 3) 1.0" x 4.5" x 0.565" 21 34 27 21 34 27 9.0" L x .3 f 2" DIA. ® BOTTOM 2 Y 2E SEE NOTE 5 S 4 EXTERIOR g SEE NOTEt w 2 SHT. 4 1 n W 5. 1 0 3q9 7 1 1Z-11Z a 1 41 29 7 17 a e_l illwWwalp a z Y 29 IO i 10 15 f 4 W 8 INTERIORtwaniwo IL IE6148 a 4 OPTIONAL ASTRAGAL coastnnwrs, x+c 4 3 AT ASTRAGAL W/ITEM #18 8t3.68a.783t IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING wrz 09 71 07 15" MIN. CHART SHEET 1 App—damaplyin bbibe SCALE: N.T.S. C—SINK H.6d.ftku zCode om. BY: TJH G.te HIM MAX. n0A• - cnx tn: RW4SHlMTHK. T HORIZONTAL CROSS SECTION MivalUWet rod•etC MAWNO NO, 3 LA7CH JAMB TO BUCK a S-21041.15" MIN. ey EMB. s E 3 ,, 7 SEE NOTE 9 SHT. 4 SEE NOTE 5 SHT. 4 24 33 36 N SEE NOTE 23 32 3 SHT. 4 SEE NOTE SEE NO 4 SHT. 4 7 SHT. 4 O J 3427 nZ 13 6 1 - EXTERIOR INTERIOR . 17 1 10 zY SEE NOTE J In 6 SHT n i ..: • :r •. NOTES: i. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTNE DOOR. IS AS FOLLOWS: TOP DOWN; 1.0", 3.0" & 5.0 FROM THE BOTTOM UP; 1.0, 3.0", 5.0, 20.0" & 38.75". 2. SPACING FOR ITEM 41 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL 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". (14 PFH SCREWS TOTAL) 3. SPACING FOR /8 x 1 1/2" PLASCREW 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". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1,25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. 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 SIDELITE JAMB AT THE MULLION USE #8 x 2." PFH WOOD SCREW. 6. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE If10 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 444 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. SEE NOTE 9 SHT. 4 m 14 SEE NOTE. 8 SHT. 4 7s n n 29 rn oy Q LoNU 37 W j hN: 3 36 33HORIZONTAL J a 43 n 4 AT SIDELITE. CROSS SECTION 32TOH1NC.E FMB. TYP. 23 SEE NOTE SEE NOTE 3 SHT4 c SEE NOTE 7 SHT. 4 4 SHT. 4 a 01. 15" MIN. EMB. 20 15" MIN. z• L COUNTERSINK ol zim aD4nWa29Y 38 fk Uf EXTERIOR ar— ... _.....:.... 37 N Z 4 7C, 4 INTERIO4 E33SEENOTE43SHT. 4 25" MAT(,SHIM THK. S. 3 Rl 17 710 813.884.3831 4 AT SIDELITE TO BUCK, TYP. DATE: 09 11 O 1 Approval n-oplyimv kb rile Sm' N.T.S. Florida Baldia Cede. B+': TJH Du` anc. er: RW. nuns+ FliamlDade Pnd D"wwa NO. S- 2104 ey pw - L or 7 SEE DETAIL 'F' SHEET 5 SEE DETAIL G SHEET 5 a3' _ 3 3" 6 TYP. t 3 " to r, n n TYP SEE DETAIL H H SHEET 5 _ nt aq rn TYP coM I TYP. I 1 B I 6' 3'i'- 35EE DETAIL3' DOUBLE DOOR AN K SHT. 5 HORIN . LOCA77ONS DETAIL G HINGE TO JAMBS k DOOR SEE NOTE 5 SHT. 4 I 5 0 Q ER OPTIONAL DETAIL F_ H! RETAINER BOLTS HEADER RETAINER TEALSTRIKEPLATESTRIKEPLATE SEE DETAIL G SHEET 5 4" 4• 6" 3" I TYP. TYP n SEE DETAIL J SHT 5 SEE NOTE oM 6 SHT. 4 TYP. C p TYP. h- 3" 16 3' —I f I I TYPI I 4.5 ` -:il SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS z ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD INTO THE MASONRY DEEP ENOUGH FOR A 2' THROW 1 c c DETAIL ' WI STRIKE g - c PLATES 70 WINDJAMER 4 ASTRAGAL SEE NOTE 5 - z 5 SHT. 4 DETAIL K SILL OPTIONAL DETAIL K SILL Bun o Nc 4 WINDJAMBER ASTRAGAL IMPERIAL ASTRAGAL CONSULTANTS, INC RETAINER BOLT HOLES RETAINER BOLT THRESHOLD 8t3.8B4.3831 SEE NOTE STRIKE PLATE S SHT. 4 5 DAM 09 11 01 Sc4Z N.T.S. App--.d..mplTiae wile 16e Florida BaWlo6 Cads M. W. TJH TIT. RW eoduetNOANMGmlDade DRneINC DETAIL J STRIKE OPTIONAL DETAIL H. STRIKE Dt 'Toe 5-2104 PLATES TO JAMBS PLATES TO IMPERIAL LA SEE NOTE 5 SHT. 4 ASTRAGAL sa[r 5 SEE DETAIL "F" SHEET 5 SEE DETAIL G SHEET,5 6" r 1 3" "r 6":1 3• 3" 3 3" 3" I' 3- i co GH M 13"TY 3. I Q 3- I l TYP. QTYRTYR in SEE DETAIL H SHEET 5 SEE NorE i 6 SHE 4 SEE NOTE 6 SHT. 4 TYR L ^ L TYR SEE DETAIL 8 W K SHT. 5 1 i BTYR,I 3" -"i f^- 6" 3" 3" 3" 6" I 3" 4.5" DOUBLE DOOR 3" 4.5" LOCATIONSW/SIDEUTES ANCHORING 30 38w EXTERIOR n 45 a 30 37 45 INTERIOR 45 a Y 17 45 33 SEE NOTE 3 SHT. 4 z 0.5" GLASS BITE CL42MG DETAIL 1 /8" T MP R 0 eSc SEE DETAIL G SHEET 5 SEE r.j DETAIL J SHT. TYR ic) in I` n 5 6 TYP. Q TYP. j i m_ i n m T— TYP. 6" SINGLE F"- 6" DOOR ANCHORING LOCATIONS 813.684.3831 ME: 09 11 01 iM scus: N.T.S. Mo. BY; TJH asc. BY: RW wuwwG No.: S-2104 6 - 7 4.5625" T °^ N Z) 2 4 WOOD FRAME 3 39 4.04 1" hh OUTSWING SUMPFACE THRE H L LOW PROFILE 050" EXTRUDED ALUMINUM O9 3.0" N N DRILL TRU FOR A8 PFH WOOD DRLL TRU FOR SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS INDJAMBER 11 WR68J STRIKE PLATE STEEL PLATE 1.67" O OLVL LATCH STILE nN 2.4375" 38 LITE FRAME ODL HP POLYPROPYLENE THERMOFIL-P6-30FMO391) 2.375" ^{ A 912" 18 OPTIONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS 1) 9.0" L. x .312" DIA BOLT ® TOP & 1) 9.0" L. x .312" DIA BOLT 0 BOTTOM rr- 7.67" O 11 DOOR TOP & HINGE STILE 13 021" ROLL FORMED STEEL i 1.0" f- T ASTRAGAL HAS 2) 8 .0" L. x .312" DIA. ao I m S 0 1 c BOLTS ® BOTTOM & O 2) 8 .0" L. x .312" DIA. 80LT5 ®TOP W L.140- 1,767". 525" 26 a COMPRESSION WEATHERSRTIP ASTRAGAL #710,,1"9 ? SCHLEGEL O-LON ODS 650 (WR68J T-6063 EXTRUDED ALUMINUM ~I' 7 NI0 0 LI o 0 4 x 4 STEEL DOOR HINGE 097" THK. STEEL BY HAGER 11.875" -{ DIA. VARIES W/LOCKK USED7 L WOOD LOCK BLOCK, 1,71" THK. 15 y aunwNc LTANTS, INC 8'ILL3.664.3831 c 09 11 01 rF N,T.S. 7. er: TJH L in: RW WINO NO, S-2104 MIAM1-!ADDE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and 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. DORA 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. DESCRIIPTION: Series "DoorCraft®" 618" W/E Inswing Opaque Insulated Steel Door w/wo Sidelites— Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2166, dated 11115101, with revision I dated 03/14/02, titled Inswing Opaque Wood Edge Steel Door up to 107" x 6-8 Unit", sheets 1 through 7, prepared by R. W. Building Consultants, Inc,, bearing the Miami -Dade County Product Control Approval 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 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. RENEWALNEWAL 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 consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01-1218.06 Expiration Date: August 22, 2007 Approval Date: August 22, 2002 To 1`Df b l-i Page I DorCraftO WOOD EDGE WOOD EDGE OPAQUE INSULATED STEEL DOOR INSWING"UNITS W/AND WiOUT SIDELITES THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE, Z. WOOD BUCKS 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 BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT jppES NOT MEF?S THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES' 6' oonicSinnrrjEM PR rRIRFD INESBORNEDEBRIS SEC ON 1626.1EXTERNALTHE AN OPTION AND CAN BE USED IN RESIDENTIAL INSULATED STEEL 000 Common to all frame conditions) ace sheets: 24 ga. (0.020") minimum thickness, alvanized steel A-525 Commerctal unlit - AKDQ er ASTM 620 with yield strength Fy?ovef.j=25,675 psi. are design: Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld-Wen, Inc. lane! Construction: The active and Inactive panels ore constructed arm 14GA. (0,020" min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top oil consists of _LVL measuring 1.67' x 1.042". The bottom rail is roil formed 0.021" galvanized steel measuring 1.67" x 1.21' with 1 1.645' x 3.O" x 0.831' piece of pressed fiber board of each omer attached w10.5" x 2.0" wire staples. The sides of the face sheet are roll forted into the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67' x 1.0". The interior cavity is idled with polystyrene. The face sheet is glued to the polystyrene. Soh Consinjglion The sash is constructed from 24GA. (0.020' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and and glued to it. The sashes are routed to receive the ODL (HP Polypropylene Thennofil-1`6-30FM03911 lite frame. The units are glazed with .125" tempered glass. The lite frames are sealed with QSD glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 4.563" x 1.25. The head jambs are mortised and butt joined to the side jambs and attached with (3) 16CA, 2' x 7/16" crown wire staples. The units use a slope adjustable aluminum threshold measuring 4.562' x 1.173`. The threshold is attached to the frame with (3) 16GA. 2" x 7/16" 74.5" OVERALL MAX. FRAME WIDTH 3&.625" MAX. 36" MAX. PANEL WIDTH PANEL WIDTHIN/ASTRAGAL c b 70" OVERALL MAX. FRAME WIDTH 15.5" MAX. 36" MAX. FRAME WIDTH i4" MAX' PANEL WIDTH PANEL WIDTH y' f s 0 w 4 0 6 MAX g6D.L.O. J s to a 0 00 i SINGLE WISIDELITES INSWING UNIT 107' OVERALL MAX. FRAME WIDTH 36,625" MAX. 36" MAX. PANEL WIDTH PANEL WIDTHW/ASTRAGAL 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH ti x J 4 p ZOff. 6" MAX. D.LO. W us M 0 m DOUBLE W/SfDEUTES N N$W7 G UNti DESIGN PRESSURE RATING Ap,m o WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED Zlcrida WITH WINDJAMBER II WITH IMPERIALNOANUa:eJ UNIT TYPE ASTRAGAL ASTRAGAL a d[ueil 1 SINGLE & DOUBLE +70.Opsf—70.Opsf +57.Opsf—57.Opsf m00 BY SINGLE & DOUBLE W/SIDELrrES +70.Opef-70.0psf +57.Opsf-57.Opsf 0R A 13.684.3831 aas: 11 15 0 srs N.T.S. oxc. sr: WLN CHIC BY: RW DU- WMG NO.: S- 2166 1 or 7 2 d in W Q d d d z d a rgri Lf d Q d it7 W O SEE NOTE 7 SHY. 4 2 2 i SEE NOTE g 4 SHT. 4 Mci = 7 tn i it y SEE NOTE 3 f g w SH . 4 t 10 _ 40 - 1.75" MIN. 'w PANEL THK, s 2 i z wa Qc 0 IN R o 0 g w 0 77 c 0 0 EXTERIOR INTERIOR QO C co 1 1.75" MIN. PANEL THK. 2 2 y 7 2 EXTERIOR 125" MIN. GLASS THK. ITEMI DESCRIPTION MATERIAL i IDOOR. WOOD EDGE 1.THK 24.021"MIN.) 2 f AD JAMB 1 1 4 x 4 9 16 PONDEROSA FINGER JOINTED PNIE PINE 7 x4 1 J 1 4 1 x 1 PI 4 x 4 BUTT HINGL12 0.. 97 HAGESTEEL 1 X 1 PFFI WOO S EW HINGE 0 STEEL SIDE STILE 1.6 X 1.0 g WWIi x4 I g 1 4 x t WOOD MULLION CAP WOOD 10 10OMPRESSION WEATHERSTRIP SCH Q::UQ-NODS 6501 FOAM 11 ITOP RAIL 1. x 1.0 12 89TTOM RAIL 1.73 x 1.21" x 0.021" THK. MIN. 24:4 STEEL 13 DOOR SIDE 511LE 1.67 x 7.0WOOD 14 TO x 1 3 4" FH WOOD SGREW STEEL 15 WOOD LOCK BLOCK 1.71 x 40x 11.875 WOOD 1 1 4 x 2 1 4 TAPCON STEEL 17 E% ED POLYSTYRENE 1.0 to i.25 Ib. DENSITY BY JETD-WEN FOAM 1 B EXTRUDED ALUM. ASTRAGAL WALL IMPERIAL ALUM. 1 2x WOOD B BUCK WOOD 20 SHIM MATERIAL .25 MAX. THK)- 21 KWIKSET TITAN 700 SERIES KNOB 22 KWIKSET 7ITAN 700 SERIES DEADBOLT 23 IMSNING Aoj& ABLE THRESHOLD .057 WALE BY PEMKO ALUMINUM 24 N 8 x 2" PHI . FLATHEAD WOO SCREW STEEL 5 LS x 1 HILL F THF1 D WOOD S REW STEEL 26 ASTRAGAL EXTRUDED ALUM. WR68J NAtL4l4Ii6ER // ALUM. 27 WSW VINYL DOOR BOTTOM SWEEP VINYL 28 16GA. BRAD TRIM NAIL t L SlItL 29 StUCONE CAULK CR LAWRENCE 33C SILICONE 30 GLAZING COMPOUND OSD BY ODL SILICONE 1 x F PNtLUPS PANIREAO WY10D SCREIY A57RAGAL WRfiBJ TO DOOR STEEL 32 8" x 3 8" 1 4" RO N SID TE STOP WOOD 33 G COMPOUND DOW 1199 SILICON SILICONE 4 SCHLAGE KNOB SET 5f 35 SCR AGE DEADBOLT J9360 36 INSWING SIDELITE BO OM SEAL VINYL 37 7 " TEMPED GLASS 38 OLYTHRMOFIL-P6-30FM0 91OOL . POLYPROP. 3g STEEL SI0ELITE PANEL 24GA, .021 MtN. STEEL STEEL x 7 1 2 PLASCREW SCREW UTEFRAME) IVST L 1 110 x v PFH WOOD SCREW TMPERVJ ASTRAGAL TO DWR STEEL YALE KNOB HERITAGE SERIES NOT RATED ABOVE 57 sf 43 YALE DEADBOLT HERITAGE SERIES NOT RATED A604E 157 sT 44 NOT USED 45 110 x 2 PHILUPS FLATHEAD WOOD SCREW l 46 NOT USED 47 BRAD TRIM NAIL 3 4 L STEEL 48 3 4 THK. x 4 9 16 DEEP x 82.5 PRESSURE TREATED REINFORCEMENT WOOD bd b b In 2 RTtCAL CROSS-SECTION 76 q w 1 SS ACTION W SIOELITE SASH DOOR PANEL VY BUILDING CONSULTANTS, INC 813. fi64.383t DATE: 10115101 Ste: N.T.S. as.rnpl}ivrlth the WLN Wt6'Ct acti+ x. BY: RW cw, BY: RW 7c Peuduct ORAWNC NO.: S- 2166 sNCE 2 or 7 In 0. ACTIVE 31 75 SEE NOTE I SHE 4 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0' L. x ow 0 TOP & (2) &0' L. x .312' DIA, 0 BOTTOM 2) Qj HORIZONTAL C&QSS =11ON AT ASTRAGAL W/IR#26 MNDJAMBER It W SEE DESIGN PRESSURE RATING CHART SHEET 7 1. 15' MIN. EMB. r. 255' MAX. SHIM THK. 15" MIN. C-SINK IQ 7 SEE NOTE 5 SHE 4 ". HOR17ONTAL CROSS SECTIO V LATCH JAMB TO BUCK 25* MAX SHIM THW, 15, WIN. C-SINK I EXTERIOR IN OR t-21 WOR17DNTA1 CROSS SECTION j,) HINGE JAMB TO BUCK 1. 15" WIN. EMS. P, SEE NOTE 8 SHE 4 A QV2 x all 29 111 M INACTIVE AcTTVff ai a&29 I Z 0 17/SEE NOTE 2 SHE 4 INTERIO ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L x ALUM. RETAINING SLIDE 21 312 OW. 0 TOP & (1) 3) 1.0" x 4.5' x 0.565" euurnNc 9.0' L x .312' DiA. 0 BOTTOM OPTIONAL ASTRAGAL HORIZONTAI WE, AT ASTRAGAL W11TEM #18 Am—edue mplyinwiththo sr a N.T.S. IMPERIAL ASTRAGAL midle a4c DWI en WLNSEEDESIGNPRESSURERATINGandE-EA-0CHARTSHEETI WK. 8Y.' RW NkwWV&*PtodiodtP" ORMIC NO.: S-2 166 smm, 3 ar 7 SEE NOTE 4 28 9 SHT. 4 SEE NOTE 48 6 SHT, 4 25 z = 29 8 a n°1 n W= z N 40 39 9 7 N SEE NOTE 47 32 3 SHT. 4 SEE NOTE SEE NOTE 24 SEE NOTE INiERtOR 4 SHT. 4 7 SHT. 4 5 SHT. 4 I. 15' MIN. 1 EMB. er snF1 n TO LATCH /MB. TYP. I SEE NOTE 6 SHT. 4 d N 1.. SPACING FOR 18 x I" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE G pa INACTIVE DOOR 15 AS FOLLOWS: TOP DOWN; 1.07, 3.0' & 5.0'. FROM THE BOTTOM UP; 1.0, 3.0', 5.0 20.0" & 36.75". 2. SPACING FOR ITEM 41 #10 x i' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE 25 d INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0, 2.5", 4.07, 5.5 13.0", 18.0" & 26.0". 3. SPACING FOR 18 x 1 1/2" PLASCEW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN 19 ON THE SIDES; 3.0", 13.0 26.0', 39.0", 52.0" & 63.0". d 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELTTE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) 6 MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMS AND BUCK USE A #8 x 2 1/2" d, PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE A #8 x 2" PFH WOOD SCREW. .25' MAX. 6. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS SHIM THK. AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION- 7. THE S(DEUTE IS SECURED INTO THE SLDELITE JAMS WITH SILICONE CAULK ON THREE SIDES & 3/8' x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L.. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A #10 x 2' PFH W00D SCREW, WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 70 x 1 314" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #28 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. SEE NOTE 9 SHE. 4 75' MAX. PAD J SEE NOTE 32 v 47 SEE NOTE 5 8 SHT. 4 SEE NOTE 3 SHT. 47SHT. 4 SEE NOTE n SH 442T. HORIZONTAL CROSS 8T SIDELfiE 70 HINGE JAMB. TYP. 15" MIN. COUNTERSINK 2Y J a 29 38 iy EXTERIOR INTERIOR SEE NOTE 40 SEE NOTE 4 SHT. 4 3 SHT. 4 SEE NOTE HORIZONTAL CROSS SECTIOi31N 7 SHT. 4 AT SIDELITE TO BUCK_ TYP. Z N Q t iv g n 0 T Z af lg e 2 CO e JHSUL10M. wa 813. 684.3831 MI: 5- 2166 4 01_ SEE DETAIL "F" SHEET 5 SEE DETAIL G SHEET 5 3" 1 TYP. cp - 3" -- TYP, n MM ri WM j MTyp.H SEE DETAIL SHEET 5 ro TYP. q p A M M TYP. 1 B 6" 3" 3" 6" 3SEE DETAIL3. K SHTT, 5 DOUBLE DOOR ANCHORING LOCATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT, 4 5 i Q 0 0 SEE NOTE 5 SM. 4 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL 5 5 OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL G SHEET 5 7 nMM N M 3" --i i -Jft.. t-- s it 6- --1 --i !-- 3" 3" 3" 4 5" 4.5" SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD INTO THE MASONRY 76DEEPENOUGHFORA2" THROW 0 DETAIL K StLL OPTIONAL DETAIL K '_ WINDJAMSER ASTRAGAL IMPERIAL ASTRAGAL RETAINER BOLT HOLES RETAINER BOLT THRESP STRIKE PLATE yU ewlmNG ISULTANTS, MC 13.684.383f 11/15/01 N.T.S. WLN V.. RW ING NO, S-2766 r 5 OF 7 SEE DETAIL "F" SHEET 5 6 6" 3" 3" 63" 6„ 3 3" r 3., 1-1-1 II® TYP. 3" 11 11 T II Q rrP. TYP. TYP 7 in SEE NOTE L. SEE DETAIL H SHEET 5 OR 6 SHT. 4 SEE NOTE 6 SHT. 4 TYP. L n L TYP. M SEE DETAIL nM 16 6 K SHT. 5 0 6 lit M 3" 3" 3 6" 3" 3" 6 3 I3SEEDETAIL h 3" 3" 4.5" 3" K SHT. 5 4 5" DOURLE DOOR W/SIOELITES ANCHORING LOCATIONS z e JWn B - d SEE DETAIL G SHEET 5 A MMrim n M 0.5" GLASS BITE GLAZING DETAIL 7 %e" ace a NOTE Z IT. 4 e s N SEE DETAIL G SHEET 5 6 in t io SEE DETAIL J SHT. 5 TYP. in n6 t n 1 h T1P. ti n i oMS TYP. m M I 16 TYP. P SINGLE DOOR ANCHORING LOCATIONS Appm.d ttaomplying with tot Florffdll!"Zg nCods DZM MOA Mitmdarot B. cc 2N so z3o Ln 813. 694.3831 II N. LS. BY: WLN By. RW NO NO.: S- 2166 6 of 7 1.67" .25" —I1.6T F-- 4.5625" TI xzgO N OQME LVL TCH STILE 1 } 1 73, Z = 2 4 FRA LARTP& _ 1jtNGE S ILE DOOR STEEL EDGE CAP. BOTTOM a N 3 8 . 021' ROLL FORMED STEEL m U 2a 4.562' I DIA. VARIES W/IOCK USED C v 03ADJUSTABLE INSWING THRESHOLD IQ W/ ADJUSTABLE CAP 156" — ow BY IMPERIAL . 051 WALL THK. 75 WOODLOCKBLOCK. 1.71" THK. I 38 •45" o mil c 2.4375" 2.063' . 45" & w LITE FRAME ODL a a HP POLYPROPYLENE 1 THERMOFIL—P6- 3OFM0391) _i 27 INSWING DOOR BOTTOM SWEEP, EXTRUDED VINYL o N N .060' THK WALL TYP. 2 v- O 1 N O 4.562" - 4—.097" 5 ADJUSTABLE INSWING THRESHOLD _L 4 K 4 STEEL DOOR HINGE O W/SIDELITE BOTTOM SEAL o 097" THK. STEEL BY HALER BY IMPERIAL .05 f " WALL THK. Nt 3.0" 2375" ut ASTRAGAL HAS ASTRAGAL HAS .140" " 1) 9. 0 L. x .312" DIA. *D (2) 8 .0" L. x 312" DIA. .525" 10 CCU BOLT 0 TOP & ^ BOLTS ® BOTTOM & suiwu v (1) 9.0" L. x 312" DtA. w (2) 8 .0" L, x .312" DIA. COMPRESSION WEATHERSRTIP oNsuuANts, n BOLT ® BOTTOM BOLTS ® TOP SCHLEGEL 0—LON ODS 650 8t3.554.353t DRILL TRU • DAM 11 15 0 FORA.8 . 912" 18 1.767" App.,vdaoewply*vftthe SCALE'N.T.S. PFH WOOD DRILL TRU FOR OPTIONAL 2B Florida eaW(n pyx. WLN SCREW 2PLCS . 357" DIA. ASTRAGAL Im ERIAL ASTRAGAL ASTRAGAL W/NL4/R Wp // Imm RETAINER BOLTS xTRUDED AL+ MINUM 075" WALL Ui$J T-6063 EXTRUDED A) UMINUM Ot+miDaes mduH mvaNG N0. RW WINDJAMBER II WR68J STRIKE PLATE py S-2166 STEEL PLATE sHm 7 or 7