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113 Palmetto Ave (2)
CITY OF SAN -FORD PERMIT APPLICATION RECEIVED Application k: 01-035 Submittal Date: PR 0 9 2-Gn7 Job Address: 113 PALMETTO AVE SANFORD 32771 Value of Work: $ 19,500.00 Parcel ID: 25-19-30-5AG-0301-0110 Zoning: 1100 -RETAIL STORE Historic District: Yes Description of Work: Replace existing windows and doors Square Footage: 5,365 ........................................................................................................................ Permit Type: Building X Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial X Industrial ❑ Construction Type: 2 # of Stories: NA # of Dwelling Units: _ Property Owner: METRO ORLANDO AFFORDABLE HOUSING INC Address: 2755 BORDER LAKE RD STE 101 APOPKA FL 32703 Phone: E-mail: Bonding Company: NA Address: Architect/Engineer: NA Address: Plan Review Contact Person: Occupancy Use Group(s): 11 00 -RETAIL STORE Flood Zone: (FEMA form required) Contractor: Frank H Roark Address: 762 Antonette Avenue Winter Park, FL 32789 Phone: 407-2344133 State License Number. CGCO48707 Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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 this county, and there may I Acceptance of permit is" ver s of this permit, there may be additional restrictions applicable to this property that may be found in the public records of permits required from other governmental entities such as water management districts, state agencies, or federal agencies. that I will notify the owner Signa ire ofg ✓ner/Agent j )pati nt Owner/Agent's Name i� ..� . l Signature of Notary -State of Florida :f =4 Owner/Age, Personally I o to Me o�.....:....... Ptoduced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 operty of the requirements of Fiori en Law, FS 713. � %d7 Signature of ontractor/Agent ate Print Contr ctor/Agent's Name ............................... IDITH MORRELP y Q 7 Comm# DD a Notary -State of lorida ate E Expires Bonded thru (800)432-2 Flon.. Notary Agent isPersonally Known t Me or _Pro�ced ID t FD: EN BLDG: I Division of Corporations caa�a��sstrPaatc1r" .0 .,x PUt1�1Cl w Florida Non Profit METRO ORLANDO AFFORDABLE HOUSING, INC. Document Number N96000001049 State FL Last Event AMENDED AND RESTATED ARTICLES PRINCIPAL ADDRESS 2755 BORDER LAKE ROAD SUITE 101 APOPKA FL 32703 US Changed 03/06/2007 MAILING ADDRESS 2755 BORDER LAKE ROAD SUITE 101 APOPKA FL 32703 US Changed 03/06/2007 FEI Number 593381126 Status ACTIVE Event Date Filed 06/07/2000 Registered Agent Name & Address MARK MANAGEMENT, INC. 2755 BORDER LAKE ROAD SUITE 101 APOPKA FL 32703 Name Changed: 03/06/2007 Address Changed: 03/06/2007 Date Filed 02/27/1996 Effective Date NONE Event Effective Date NONE Officer/Director Detail Name & Address Title BUTLER, ROBIN Page 1 of 2 http://www. sunbiz.org/scripts/cordet. exe?a 1=DETFIL&n 1=N96000001049&n2=NAMFW... 4/9/2007 Division of Corporations 3615 LAKE SHORE DR D APOPKA FL 32703 US KANAGA, RYAN Z 6227 COURTNEY COVE D APOPKA FL 32703 US KANAGA, MERIDYTHE 1176 BRANTLEY ESTATES DR D ALTAMONTE SPRINGS FL 32714 US Annual Reports Previous Filing Return to List Next Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 03/06/2007 -- ANNUAL REPORT 05/26/2006 -- ANNUAL REPORT 04/22/2005 -- ANNUAL REPORT 04/22/2005 -- ANNUAL REPORT 02/18/2004 -- ANNUAL REPORT 04/24/2003 -- ANNUAL REPORT 02/20/2002 -- ANNUAL REPORT 04/05/2001 -- ANNUAL REPORT 06/07/2000 -- Amended and Restated Articles 02/07/2000 -- ANNUAL REPORT 02/23/1999 -- ANNUAL REPORT 02/02/1998 -- ANNUAL REPORT 05/14/1997 -- ANNUAL REPORT Page 2 of 2 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT '0`rPbi1 tons rigii4y Cairp►oii"alzons Help http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&n 1=N96000001049&n2=NAMFW... 4/9/2007 Report Year Filed Date 2005 04/22/2005 2006 05/26/2006 2007 03/06/2007 Previous Filing Return to List Next Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 03/06/2007 -- ANNUAL REPORT 05/26/2006 -- ANNUAL REPORT 04/22/2005 -- ANNUAL REPORT 04/22/2005 -- ANNUAL REPORT 02/18/2004 -- ANNUAL REPORT 04/24/2003 -- ANNUAL REPORT 02/20/2002 -- ANNUAL REPORT 04/05/2001 -- ANNUAL REPORT 06/07/2000 -- Amended and Restated Articles 02/07/2000 -- ANNUAL REPORT 02/23/1999 -- ANNUAL REPORT 02/02/1998 -- ANNUAL REPORT 05/14/1997 -- ANNUAL REPORT Page 2 of 2 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT '0`rPbi1 tons rigii4y Cairp►oii"alzons Help http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&n 1=N96000001049&n2=NAMFW... 4/9/2007 CITY OF SANFORD HISTORIC PRESE ATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS P.O.'Box 1788, Sanford, FL 32772-1788 Phone: 407.302.5805 Fax: 407.330.5679 TO: THE HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD, FLORIDA NVI Downtown Commercial Historic District 0 Residential Historic District This application is filed in response to a noti a from the Code Enforcement Department L� 4 ADDRESS OF P40PERTY: ! �� /4/'e t 3,-L-77, Signature:P ' t Name: uc Mailing Address: ,S- ✓ A %� % c c�2-70 Phone: Fax: C 7 /'1 Applicant/Agent /P Signature: rit Namg: G r Y` 1 Mailing Address: J— iLLe e,2Z, Z) 0 Phone: ti — — Fax: I certify that all infor do contain is true and accurate to the best of my snow dgee Applicant/Owner: C4 Date: 1113alo l4 Please use the attached criteria checklist as a guide to completing the application. Incomplete applications cannot be reviewed and will be returned to you for more information. You are encouraged to contact the preservation planner at 407-330-5672 to make sure your application is complete. Description of Proposed Work/Application Category: (Check all that apply) ❑ Site Improvements/driveway/walkway ❑ Storage shed ❑ Moving structures XReplacement windows or doors ❑ Underskirting ❑ Awnings ❑ New construction/additions ❑ Signs ❑ Demolition ❑ Roofs/gutters/downspouts ❑ AC/Mechanical ❑ Fences/Gates/Pergolas ❑ Replacement siding/flooring/porch ❑ Paint V4ther Completely describe the entire scope of work: all changes in material, color or location to the exterior of the building, where on the property the work will occur and how the work will be accomplished. For large projects, an itemized list is reco me ded. Attach additional pages if ecessary. Q c 2 s A Certificate of Appropriateness is valid for six months unless otherwise noted OFFICIAL USE ONLY Historic Preservation Board Meeting Pate: `o;2 - --2 r, 37/!/ (O Staff Review Date: Application is Approved Approved with Conditions v --- Conditions: Signed: Denied ***This Certificate must be prominently displayed on the building when work is in progress*** C-\DOCUME-1\jonesm\LOCALS—l\Temp\XPGrpWise\HPB-Certificate of Appropriateness Application.doc Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DET AM 1 t615A DAVID J0E#N90A;ZFA, ASA 1.0 15 ,3 pp�p p�T PROPERTY 3 3.0 j 14 3.4 1.0 D aa��� d � 1311.A 030'1 T APPRAISER 5.4 � � '` z.�. SEIMINOLEO' CiINTY,FL f 7 g 1i1-10-� 1 4 ii01'E,Ftr-ST T^ 5. A 3 9A 4A m a 9AKFaCkD, FL32771-146B N 8 447-865'7508 P 2ND ST 2007 WORKING VALUE SUMMARY GENERAL Parcel Id: 25-19-30-5AG-0301-0110 Value Method: Market Number of Buildings: 1 Owner: METRO ORLANDO AFFORDABLE Depreciated Bldg Value: $93,283 Own/Addr: HOUSING INC Mailing Address: 2755 BORDER LAKE RD STE 101 Depreciated EXFT Value: $0 City,State,ZipCode: APOPKA FL 32703 Land Value (Market): $17,835 Property Address: 113 PALMETTO AVE SANFORD 32771 Land Value Ag: $0 Just/Market Value: $111,118 Facility Name: Assessed Value (SOH): $111,118 Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $0 Exemptions: Taxable Value: $111,118 Dor: 1100 -RETAIL STORE Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 12/2006 06535 1520 $100 Improved No WARRANTY DEED 08/2006 06390 0426 $100 Improved No WARRANTY DEED 12/2004 05553 0214 $79,000 Improved Yes 2006 VALUE SUMMARY QUIT CLAIM DEED 12/2001 04404 1103 $100 Improved No 2006 Tax Bill Amount: $2,279 QUIT CLAIM DEED 01/2002 04404 1102 $100 Improved No 2006 Taxable Value: $115,782 QUITCLAIM DEED 02/2002 04404 1101 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS QUIT CLAIM DEED 10/2000 03940 0004 $100 Improved No TAX DEED 10/2000 03931 0231 $33,000 Improved No WARRANTY DEED 09/1995 02967 1753 $137,000 Improved No Find Sales within this DOR Code LEGAL DESCRIPTION PLATS: Pick... LAND LEG PT OF LOTS 11 & 12 DESC AS BEG SW Land Assess Frontage Depth Land Unit Land COR LOT 11 RUN N 28.94 FT E 71.41 FT N Method Units Price Value 9.95 FT E TO E LOT LI OF SQUARE FEET 0 0 3,567 5.00 $17,835 LOT 12 S 38.8 FT W TO BEG & E 2 FT OF ST ADJ ON W BLK 3 TR 1 TOWN OF SANFORD PB 1 PG 58 BUILDING INFORMATION Bid Year Gross Bid Est. Cost Bid Class Fixtures Stories Ext Wall Num Bit SF Value New 1 MASONRY 1925 2 5,365 2 CONCRETE BLOCK - $93,283 $233,208 PILAS MASONRY Subsection / Sgft CANOPY / 120 Subsection / Sgft OPEN PORCH UNFINISHED / 12 Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=2519305AGO3010110&c... 4/9/2007 " HISTORIC `— !, IEITEAFR411 fi4TE1E4Y�-•---�, V;: i MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 TELEPHONE 407.330.5673 FACSIMILE 407.330.5679 WEBSITE WWW.CI.SANFORD.FL.US CITY COMMISSION LINDA KUHN MAYOR ART WOODRUFF DISTRICT 1 DR. VELMA H. WILLIAMS DISTRICT 2, VICE MAYOR RANDY JONES DISTRICT 3 JACK T. BRIDGES DISTRICT 4 CITY MANAGER ROBERT (SHERMAN) YEHL PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Ryan Kanaga The Lighthouse, Inc. 2755 Border Lake Road Apopka, FL 32703 January 4, 2006 Re: Historic Preservation Board Certificate of Appropriateness Review Dear Mr. Kanaga: At their December 28, 2006 meeting the Historic Preservation Board approved your application for a Certificate of Appropriateness for the structure located at 113 S. Palmetto Avenue. The following details the approved Certificate of Appropriateness: ■ Approved mothballing request with an expiration of April 2007. ■ Installation of new double hung sash windows on the main fagade, built to match existing original windows. ■ Installation of vinyl single hung windows on rear addition, per approved design. Please note: replacement doors must be presented to the Historic Preservation Board for approval prior to installation. The Board's decision was based on a finding that the proposed change to the structure is consistent with the purpose and intent of Schedule S and will not adversely impact the surrounding residential district. Please be advised a Building Permit may be required for the activity detailed above. Please contact the City of Sanford Building Department at 407330-5657 for more information. If I can be of further assistance please do not hesitate to contact me at 407.302.5805. Sincerely, Christine Dalton Historic Preservation Officer Community Planner Attachment: ` Approved Certificate of Appropriateness Y:\SHA ENG\Historic Preservation Board\FY2W+ &C� F? �J Letter - 113 S. Palmetto Avenue.doc ""i `^ i 3-28-2007 c�Wsm} l&: w 4 BARRY D. PORTNOY P.E. INC. CONSULTING ENGINEER ENGINEERING REPORT FOR EVALUATION OF CUSTOM WINDOWS BUILT BY CCS RESTORATION MILLWORK Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 PLANS REViEWED FBC109-1 CITY OF SANFORD PERMIT 01 OFFICE: 5767 MAJOR BOULEVARD, ORLANDO'' FL. 32819 MAIL : P.O. BOX 941416 MAITLAND, FL. 32751� PHONE: (407) 345-8397 FAX: (866) 236-9972 ► r i i BARRY D. PORTNOY P.E. INC. CONSULTING ENGINEER ENGINEERING CERTIFICATION EVALUATION OF CUSTOM WINDOWS BUILT BY CCS RESTORATION MILLWORK In my professional opinion, the windows manufactured by CCS Restoration Millworks , meet or exceed the requirements of the 2004 Florida Building Code. This includes the Standard Practice for determining Load Resistance of Glass in Building ASTM E1300. Respectively, OFFICE: 5767 MAJOR BOULEVARD, ORLANDO, FL. 32819 MAIL : P.O. BOX 941416 MAITLAND, FL. 32751 PHONE: (407) 345-8397 FAX: (866) 236-9972 9 e i\ 42" WIDE 1/8" DOUBLE STRENGTH GLASS f5"06 /#nn,4x 7 ##8 SCREWS @ EACH JAMB W/ 1 1/4" EMBEDMENT TOTAL 14- ##8 SCREWS INTO 2X P.T. WOOD BUCK (SEE DETAIL) CCS. Inc. 200 No. Laurel Ave. Sanford, FL 32771 BARRY D. PORTNOY LICENSED PROFESSIONAL ENGINEER 5767 MAJOR BOULEVARD ORLANDO, FL 32819 PE 001625B WINDOW FRAME ATTACH TO 2X BUCK WITH GROUT SOLID OR 98 WOOD SCREWS AT ANCHORS PER MANUIF NOT TO EXCEED 12" O.C. TYR (7 DIA. MIN. EMBEDMENT INTO 2X BUCK) -;7� 2X P.T. BUCK WITH 1/4" DIA EXISTING CLAY TAPCOMS AT 12" O.C. MASONARY (13/4" MIN ENBED) (2X4) MIN BUCK) 2X BUCK DETAIL AT EXISTING CLAY MASONARY 1 B D P I CCS. Inc. BARRY D. PORTNOY, P. E. INC. 200 NO. Laurel Ave. Site Planning ano Engineering 5767 MAJOR BOULEVARD ,Sanford, FL 32771 ORLANDO, FL 3281'9 (407) 345-8397 PE 0016258 1 CCS. Inc. 200 No. Laurel Ave. Sanford, FL 32771 BARRY D. PORTNOY LICENSED PROFESSIONAL ENGINEER 5767 MAJOR BOULEVARD ORLANDO, FL 32819 PE 0016258 1sr - elmt- ifl 11u side a n eo W�L5 vP E ■■ow SIDE ILE acl W W V- Q W Cl) Cr LL (n O Q � J CL CJ d-% C) w vo Je mc vt N'a.\j e-, v,,e a- vvicv e AA V t (.eco -� 4,c4- rt -v ly-e e-- rr 1 e n 4-- -s ;ne ti e o o7e (e f -e-- 1 IJAVL OvJ,5 4rd ak-j rv)&4-Cklv),7 04 Or�.t4a-,( 40-cv] p7a+ �. E uj(t.-Jo.,,f5 I'S re:rOrI7 Je,5 yo eJ, 6e (,o -i le4), i evj Mad jse\I-ev-1ap 6ee"41( OkieVO�-( 0.� 0-1 LgLI -e, ( CVt,�-4.j � t C,� -' �lk o4- YA IS VvAJ covi'l oin e P-4-5 Pie \/e Vr� A4uurt T4, 2 C, Vj 140VJ S S 0'\.A C,( /V'L 4e NAME: ADDRESS: WINDOW SURVEY Existing Conditions Proposed Window # Existing Type Configuration Repair Class I Sash Window Configuarafion Remarks Sash I Frame I Sill I Original I Replaced I Unknown I Type F:\LDR\Current LDR\Mike's LDR for Internet -Feb 2005\Applications & Submittal Requirements\HPB Window Survey Form W' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin, OR 97624 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 www.buildingcodeonline.com 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 AHD (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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: The Jeld-Wen Series "Alum Clad" — Outswing Wood French Doors APPROVAL DOCUMENT: Drawing No. JWC0032, titled "Aluminum Clad Wood Outswing French Door" Sheets 1 through 6 of 6, prepared by manufacture dated 06/21/06 and last revised on 09-20-2006, signed and sealed by L. Roberto Lomas, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice 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 # 06-0719.06 (# 03-0224.06) and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 07-0205.02 Expiration Date: February 11, 2012 Approval Date: March 01, 2007 Page 1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from files # 06-0719.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. JWC0032, titled "Aluminum Clad Wood Outswing French Door" Sheets 1 through 6 of 6, prepared by manufacture dated 06/21/06 and last revised on 09-20-2006, signed and sealed by L. Roberto Lomas, P.E. B. TESTS (transferred from files # 06-0719.06 (# 03-0224.06)) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing wood French doors, prepared by Architectural Testing Lab, Test Report No. 61976.01-301-18 dated 03-24-06, signed and sealed by Joseph A. Reed, RE and 03-31369.01 dated 03-15-02 & 03-31369.02 dated July 22,2000, signed and sealed by Steven M. Urich, RE C. CALCULATIONS (transferred from files # 06-0719.06) 1. Anchor verification calculations complying w/ FBC 2004, dated 9/12/06 and last revised on 09-14-06, prepared, signed & sealed by L. Roberto Lomas, P.E. 2. Anchor Calculations, dated 4/1/03, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon Schmidt, P.E. (transferred from files # 03-0224.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01 issued to E. I. DuPont De Nemours for their "Sentry Glas Plus" expiring on 01/14/2008. F. STATEMENTS (transferred from files # 06-0719.06) 1. Statement letter of conformance & no financial interest, dated 07/13/06, signed by L. Roberto Lomas, P.E. 2. Statement letter of conformance & no financial interest, dated 1/30/03, signed by Lyndon Schmidt P.E. (transferred from files # 03-0224.06) G. OTHER 1. This NOA renews NOA No. 06-0719.06, issued to Jeld-Wen, which was originally issued under NOA # 03-0224.06 to Pozzi Window Company for Aluminum Clad Wood Outswing Door, expiring on 2/11/07. 2. Letter of acquisition of Pozzi Window by Jeld-Wen Inc., dated July 06, 2006, signed by David G. Stork (Jeld-Wen Inc.) Ishaq I. Chanda, P. E. Product Control Examiner NOA No 07-0205.02 Expiration Date: February 11, 2012 Approval Date: March 01, 2007 E-1 26 5/8" _ MAX. D.L.O. i 98 I/8" 81- 3/4" MAX .MAX. 0. S. M. D.Q.G. MUL' –LOCK 'W/ SHOOT BOLTS 75 3/16" MAX. O.S.M. —� C5–PT. LOCK NACTIVt_ i \ \ II \ ACTIVE\ I 3 75 3/16" x 98 1/F CLAD OUTSWING FRENCH COFRT6080 _„ 4 4 24" F SEE SHEET 4 DETAIL "A" FOR TY-. 7RAME CORNER DETAIL yl`� O ADJTA USBLEIII����1-INN.!!!GE AL.'_ PRODUCT ELEVATIONS ARE VIEWED FROM THE EXTERIOR. DESIGN LOAD INFORMATION FRAME SIZE GLAZING DESCRIPTION GLASS SIZE DP POS. GP NEG. 75 3_/16" z 98 '/8" 3/16' ANN. GLASS i .095 SEA STCRM CARDINAL SGF + 3/;6" ANN. GLASS 26 5/8" x 64 3/5" 60 62 GENERA:_ NOTES 1. THIS PRODUCT IS DESIGNED TO MF.E.T TFE 2004 FLORIDA BUILD,iNG CODE INCLUDING HVHZ. INSTALLATON OF THIS PRODUCT OUTSIDE THE "HVHZ" SHALL. MEET THF APPLICABLE CODE REOJIREMENTS FOR WINDBORNE DEBRIS REQUIREMENTS. 2. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND S'ACED AS PER DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR'NG OR LOADING CCNDI'ICNS NOT SHOWN IN 'HEST DETA:LS ARE NOT A PAR]OF THIS APPROVAL. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. THESE DOOR SYSTEMS HAVE BEEN TESTED AND APPROVED ,OR DESIGN PRESSURES NOV TO EXCEED THOSE IN THE DES•GN LOAD INPORVATION CHART SHOWN ON SHEET 3 OF THESE DRAWINGS. NOTE: ELEVATIONS SHOWN ON TMS PAGE WITH 2X BUCKING AND WITHOUT _OCATIN'G FLANGES. FOR OPTIONAL LOCATING 7LANGES, W% DIRECT MOUNT SCREWS, SEE SHEETS 2 & 3. FASIElNERS Af HEAD THROUGH STRIKE PATE 6" O.C. TYP. ® HcAD & &LL 16" O.C. TYP. TY?. P.T. BUCK BY OTHERS FASTENERS AT SILL THROUGH STRIKE PSA -C INSTALLATION NOTES 1. SHIM AS REQUIRED AT EACH SET OF INS-ALLATION ANCHORS. MAXIMUM ALLOWABLE SHIM SPACE TO BE 1/4". SHIM WHERE S -ACE OF 1/'6" OR GREATER OCCURS. 2. FOR ANCHORING INTO CCNCRETE OR MASONRY USE 1/4" DIAMETER ELCO TAPCON WITH SUF-iCIENI LENGTH TO ACHIEVE A 1 1/4" MINIMJM EMBEDMENT WITH A 2 1/4" MINIMUM EDGE DISTANCE. 3. FOR ANCHORING INTO WOOD FRAMING USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT. 4. LOCATE ANCHORS AT HEAD & SILL 6" FROM EACH CORNER, '.3 1/2" O.C. & (6) ANCHORS 3" APART AT ASTRAGAL. 5. LOCATE ANCHORS AT JAMBS 6" FROM EACH CORNER AND 16" MAXIMUM ON CENTER THEREAFTER. 6. #8 X 1 5/8" ROOcINC NAILS USED W/ OPT. NAIL. FINS & DRIP CAP ARE NOT REQ'D. FOR USE AS AN INSTALLATION ANCHOR. IT IS SOLELY USED AS A LOCATOR. CI MS FER M—O L "Vi CR 0e/27/2— C�on9.d cu ae0nu REVISION 9" TYP. C, HEAD & Sl._L 6" TYP. 0 HEAD & SILL 3" TYP. 0 HEAC & SILL 13 112" O.C. TYP, 9 HEAD & SILL . _.l. 75 3/16" x 98 1/B" CLAD OUTSWING FRENCH DOOR COFRT6080 OPTIONAL NAILING FIN SEE INS-AL�ATION NOTE i{6 ON TITS SHEET L. Roberto Lomas P.E. No. 62514 F 1535 Cage ll SI—t, suite C25 Rockledge, Fbr;d. 32955 FB -E C-ifl—t, cf A0 :,,U. NO. 25c. PRODUCT RRN1r14'EO "Ie0m`PC41x*11A the GtorI& Acceptxue No 0 0205* OL It £pi':Pdr+tiom Def y L.O1111=111 OS& 0.Z1 0111111 e PA8lULT BIRV1Si0 p �Atii�W a OIr1oAa JELD-WEN WINDOWS AND A9LE OF CONTENTS S_H_EF_T k DESCRIPTION 1 ELEVATION, GENERAL NOTES & ANCHORING LOCATIONS ELEVATION ANCHORING DETAILS AND NOTES VERTICAL SECTION'S 3 _HORIZONTAL SECTION & GLASS DETAILS 4 FRAME CORNER_ FASTENERDETAILS 5 COMPONENT DETAILS AND BOM 6 HARDWARE FASTENING DETAILS L. Roberto Lomas P.E. No. 62514 F 1535 Cage ll SI—t, suite C25 Rockledge, Fbr;d. 32955 FB -E C-ifl—t, cf A0 :,,U. NO. 25c. PRODUCT RRN1r14'EO "Ie0m`PC41x*11A the GtorI& Acceptxue No 0 0205* OL It £pi':Pdr+tiom Def y L.O1111=111 OS& 0.Z1 0111111 e PA8lULT BIRV1Si0 p �Atii�W a OIr1oAa JELD-WEN WINDOWS AND DOCRS BEND WINDC'W DIVISION; 62845 BOYD RD.; SEND, OR 97 "LE A;LMINUM CLAD WOOD OUTSWING FRENCH DOOR ELEVATION ANCHORING DETAILS AND NOTES va Eo BT: ��— pRL 06/21/ ®� NO, FTC, U.G N.T.S. Fn,. SZI.Bvalne ro. az+.suB.�ler i B SREE �: 1 OF 6 2X BUCK BY OTHERS rrr. nc 11.1 11-- 198 ;/8" 96" ©. MAXMAX FRAM 7 PANEL EXTERIOR SIZE SIZE INTERIOR 2X BUCK BY OTHERS (T -C BE ENGINEERED SFPARATEL") �3 a a I ° a !O" MIN. n — �, MFIFD TO BE USED W/ DIRECT' MOUNT SCREWS 63 Lr— — _ (SEE INSTALLATION NOTE b6, SHEE7 ') j 0—LON TO BE SEALED BY SILICONE AT ASTRAGA_ v a V v V 34 4.3 c (K)VE TICAL SECTION TYP. (2X BUCK) a 1.25" MIN. EMBED. 36 FRAME SIZE O.S.M. EXTE.R'OR ° INTERIOR 1.50 MIN, EMB. 1/4' MAXI SHIM SPACE A VERTI. ASI SECTION TYP. (2X BUCK) GPTIONAL DRPCAP PRODUCT RENEWED Y emow" with the Irkwwa W4161" Code Aaepte No 07-020So2. Eephm{eo2.— By MLed D C.mW DhWm NOTE: TCP RAIL AND BOT'CM RAIL ARE COMPOSED OF SOLID WESTERN P:NE VENEER LAMINATED 70 A KILN DRIED EDGE—AND—END GLUED CORE. LOCK AND HINGE STILES SHALL PRODucT' �� ft 8E SOLID WESTERN PINE VENEER LAMINATED TO A TIM3ERSTRAND6 CORE. 571'_ES AND RAILS ARE 1.71875" THICK. TOP RAILS AND STILES ARE 4.625" WILE. BOTTOM RAILS ARE 6.625" (168MM) WIDE. THE OPTIONAL BOTTOM RAIL �G4< IS 1025" (260MM) WIDE. CLAD ALLIVNUM ROLLEORM N�bnfDeb" SURFACE IS .024" WALL THICKNESS. L. Roberto Lomos JELD—WEN WINDOWS AND DOORS F.E. No. 6.514 // BEND WINDOW DIVISION: 62845 BO"D RD. BEND, OR 97708 �% ALUM NUM CLAD WOOD OUTSWING FRENCH DOOR - VERTICAL CROSS SECTIONS /11/4 P � DRi_ 06/21/06 C—=S +CR u ] M -R 0n 08/27/200e /04/0 II --TI ounce) c�srawsa nmRrss 7/I:/e uRi 19)5 Coyswell frsuite C29 •N.T S. JWC0032 RU.^.h�eJ^ye, r!(: r,;do id0 32955 PTC. LLC M. SHEET: REVISION DATA Sy FBPE C.,Ur—t. d Ay1-1-, W. 25U5 Pnena 521.p00.17et J21.e90.17Be 13 2 OF 6 F 47 E.XTER 1/2" GLAS`. IMPAG7 RESISTANT Q1A7ING DETA;L OVERALL 0.47" CARDNALA LAMINATED GLASS CONSIS! OF 3/1C" ANN + ,095 CARDINAL SEA STORM + 3/16" ANN GLASS 1.50 MIN. EMB. 2X BUCK BY OTHERS II� INA( I _ — I - o I 62 d ^ 59 57 1/4" MAX. SHIM SPACE &HORIZONTAL SECTION TYPO S C—W PN M -C LMER % a9/27/N10e C—N EO M?:S10MERS M E. REVISION 1.50 MIN. EMB. 31RAGAL L2 11� n �I i � a 9 ' ' d G I I , i-21 BUCK BY OTHERS — -- I 7RODDCTRENIEWED !j a cmeptyln j .Nth the Fk� �+ Cwle GAMFUn No 07- v2eXf-61- Eapinrbo Wk 1 37 �` BY enc • Kh 5 64 r QBE 1 T BE JSED W/ DIRECI MOUNT SCREWS 1/4" MAX. pRUBUrin9V18an SHIM SPACE a.'"plwftTd* r�1�AU AgvbpbWm minw Dab L. Roberto Lomas JELD—WEN WINDOWS AND DOORS P.E. No. 62514 BEND WINDOW Dlb'ISICN;'SWI .RD.; BEND, OR 97708 G'LA ALUMINUM G WOOD OD OUTSWING FRENCH DOOR 9 9/av HORIZOWAL CROSS SEC IONS PRS9 �: �- DRL 06/2'/os PTC, L-C®� . NO. 1535 Co9-11 St—. suite C25 N 7 S. JWC0032 Rocklecge, %r:da 32955 Pia L:.0 EY: SKEET: � Certilieale al 1WMNoeix9S9n N0. 25935 Pt -1111.590.17W - ]Z W0,1169 8 3 OF 5 DETAIL "A" _ FRAME CORNER FASTENER DETAIL OUTSWNG DOOR CONS"FRUCTiON FRAME CONSTRUCTION: TIME WOOD FRAME IS 4.3125" x 1.4375' PONDEROSA PINE. THE FRAME METAL IS 2.26091" x .921875" x 060" WALL. EXTRUDED ALUMINUM. THE FRAME METAL IS SNAPPED ONTC THE WOOD JAMB WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SILICONE (1.99 OOW CORNING). EACH HEAD CORNER IS FASTENED WITH (3) 1 #8 x 2" FLT. HC. PHL. SCREWS. AN ADDITIONAL. #8 x 1" FLT. HD, J PHL. SCREW !S APPLIED INTO THE SCREW BOSS OF 'HE ALUMINUM EXTRUS'ON A\'D A CORNER KEY .125' x 11/32" INTO THE SLOT OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL ATTACHED THROUGH THE SIDE JAMB INTO THE Si -1 BASE WITH (3) #8 x 2" FL'I. HD. PHL. SCREWS. AN ADDITIONAL #8 x 1" FLT. HD. PHL. SCREW IS APP_iEC UP THROUGH THE SILL METAL INTO THE SCREW BOSE OF THE ALUMINUM SIDE JAMB EXTRUSION TO COMPLETE TIME INSTAL.LAI.ON. PRODUCT RENEWED meomMriot.M tee Ft*nd9 AeeePba.. N••QZ_O. 2E.L C9p4atbn D.m cen�.-rA�,T—� i Dr 4. l • I. , Mi.ml Drtde teQ�etCwtEd DM9i69 eDucTavolo c.mvbin.0��11r° ewdft 000 spintbe Da�aY_�1(ijM 7 DF.i.eo. L. Rcbe,to Lomas JELD—WEN WINDOWS AND DOORS P.-. No. 62514 BEND WINDOW DIVISION: 62845 BOYD RD.; BEND, OR 97708 mom' ALUMINUM CLAD WOOD OUTSWING FRENCH DOOR 114 ���a6 DOOR CONSTRUCTION DETAIL WEI.E9 9v: .: 9 GHWCE6 PM u-0 IE�IEF ON 09/2l/2008 DRL 06/21 /06 PTC, LLC ®� A .M EU CCSf0VCR6 MIXIE;; 1539 CogsweC Sheet, suite C25 N.T.S. JWC0032 41)ATlil' iY1J R•tiI510N Rockledge. Flo,ide 32955 ���• uc sHEEr: FBPE C"tifcote Of ku:horizet:ce NO. 25935 R.U3 ,29e Ea. 32,.690.,799 g 4 OF 6 1?EM PART I SPD -161 _ DESCRIPTION ALUMINUM FRM12 CU^dNG - .060 WA -L 2 SPD --159 WOOD SIDE JAMS - (BMC) J ,SPD-lF4 __. WOOD HEAD JAME - (BMC) A SPO -329 WOOD GLASS STOP - (DMC) — S 9 6 7 AC- 74 N/A N/A FAME CORNER KEY - 2 EA. (MITCHELL MCTALS) IM1AC.T RESRTM'T LAMINATED GLASS - ;CARDINAL CORP,) PRESSURE TRLATEU 2K RUCK 8 N/A NOT USED 9 N/A NOT USED .... to II 5P11-224 wo03 TOP RAIL - (BMC) ---- - N/A .1 1/A' FRAME SH M .._.�-.. 12 'SPD -226 WOOD 10 1/4" 9070M RAL BMC) (OPTIONAL) I_ SPU -302 10 1/4- BOTTOM :RAL CLADDING - (HOMESHIELD) (OPTION 19 SPD --..`e C5... '000. BOTIOM PAL - (BMG) 15 SP) -22B WOOD LOCK STILE - (BMC) _ 16 i SPD -228 WOOD HINGE STNF - (BRC) T BPD -300 TOP RAIL CLAD-ING - (NOMESHIELD) 18 S11-101 BOTIOM RAIL CLADDING - (HOMESH:ELD) 19 9P6-304 SOLE CUBING - (.HOMESHIE'1l) 20 21 SPD -232 WCOO ASTRAGAL - (JELD-WFN MlI*ORK) _ ^:.PD -162 ASTRAGAL MuLL10K CAP - (SAPA) 22 SPD-SJ1 - REACTIVE ASTRAGAL COVER - (SMA) - -� 23 ` SPC -32C _O. PD.212 #�, ACTNE ASTRAGAL COVER - (SAPA) OUT5191NG 9LI METAL - (SAPA) s.1 DAc' - (coNNOLrFI? SILL BASE - (COnNolr) -._.. -- 27 MLS -9000 INACIVE MU.:1-POINT HARDWARE - (HOPw 28 HIS -9000 ACTth MULTI -POINT, HARDWAR (HOPPF) 29 N/A .:� VDT USED --- 30 NIA INACTNE HMDLE SET h ESCUTCHEON PLATE (HOPPE) 31 N/A ROUNDSOLT STRIKE PATE - (?COPE) 32 N/A DUAL STRIKE AND DEADBO`_T PAIE - (HOPPE) MAl LNIAL { \'/A --T- 6063-T5 ALUM. 1 3/ 15/16" -,11 - WESTERN PINE WE5IERN PINE N/A NOT USED WESTERN P,NE 36 2 1/4" -� WESTERN PINE POLE 37 SEE SHEET 3JAMB CIADDING P.T. WOOD WESTERN PINE WOOD --- WESTERN P.NE ALUMINUM WESTERNPINE WESTERN PINE WESTERN PINE A'.UMMUM ALUMINUM ALUMINUM WESTERN PINE ALUMINUM ALUMINUM --ALUMINON ALUMINUM -- OAK OAK STMNLESS STEEL STAINLESS STEEL COATED STEEL COATEU STEEL CoAtm sltr, 3] \'/A M:AU „AMB S'- CVI90LT STRIKE PATE - (HOPPE) _- STAINLESS ST -EL 3/ ^ N/A SILL SHOOTBOLT STRIKE PLATE - (HOPPE) --- STAINLESS STEEL 33 N/A NOT USED 1 7/16" 36 N/A 0 -';ON 650 WEATHERSTRIP SEALED W/ SiUCCNE - (SCHLEGEL), POLE 37 N/A ARLOC WEATHERSI`RP BULB - (IMEK) POLY 36 J9 N/A N/A DOOR SWEFO - (ENDURA) 3/8' x 1/8" VHB TAPE POLY 3M 40 41 -42L 42 ..__3_. N/A N/A N/A NOT USED -- STEM USED BUT NOT SHOWN ITEM USED EUT NOT SHOWN — BRASS -- STEE'_ 4J N/A �_...___.- SILL SHOOIBSLT GROMMET - (BRANDY) .._—.... _ POLY 4' ..._ .... ..__ N/A ._ I/2' x 4' DOWEL (CHICAGO DOWEL) ..J. W000 4S N/A r AD:USTADLE HINGE (SIMONSWERK) COATED STEEL 4b _47 N/A ITEM USED BUT NOT SHOWN STEEL N/A ITEM USED BLIT NOT SHOWN 48 . 49 A/A N/A ACTNE HANO!E SET h F.SC1r0iE0N PATE (HOPPE) ITNUM5tURN (HOPPE) _ GDATEU STEEL COATED STEEL. SO N/A (I' 199 SEALANT (DOW CORNING) SEALANT 5i 52 N/A N/A I' 7/32' CROWN 18 GA. STAPLE, 6. O.C, I j8 x 3- P.F..E.H. MIL. 5/ST1.. SCREW _- 1 TEL { STEEL --....__ 4 5/16" 7/16" WOOD JAMB (I EADLSIDE� �- II 1 3/4" 0TO? RAIL I� 13/16" 5/8" n_ _ G_ASS STOP OPTIONAL BOTTOM RAIL (10.25) 6 9/16"— BO_TTOM RAIL e 9/16" 7/16" OPTIONAL BOTTOM RAIL (10,25) E 9/16" -- 7/116" ,TOP RAIL/STILE CLADDING nom, BOTTOM RAIL CLADDING 1 7/16" f� �- 9/16' 1 3/16"_. � ---� 5/16., �( r �------T 9/16 3 11/16" INACTNE ASTRAGAL COVER AC`IVE ASTRAGAL COVER OUTSWING SILL METAL 204 aW00D ASTRAGAL 20 -- 1 7/8.. 33 /A /8 x 7- P.H.F n. M -L. SCREW (HOPPE) COATED STEEL OPT ORAL DRIP' AP E-- 2 5//8-_j 1 1/16 26 SILL BASE 1� -9 �I(:HAlME6 PER M -D LERCR DY 06/2>/20]6 p9/w/OgNrN � 1 A ICIUNOEO CU'aTOMERS QD1K65fWLCU'aTWERS WD1C55 �1 5/16" 1 5/16" � IJ CORNER KEY 4 5/6 , r\ OCK/HINGE Si1LE 1 3/16" 1/2" (-- -fir' r iLL=�j 21 ASTRAGAL MULLION CAP r 1 3/4' I R6! 25 SiLI_ CA�-42anpyu� We COdt /2" 1/4" 1__T ____9/1T U WEATHERSTRIP C�ATIiERSTRIP L. Roberto Lomas E. No. 62514 7 9/,>Pirrr�6 PTC, LLC 1535 Cogswell Street, suite C25 Rockledge, Florida 31955 2 )/8"� '4IC 38 OR SWEEP 7/16"--- - 1 3/4" LD F4 OPTIONAL NAILFIN 1z PRODUCT NKVL7O ., olx"Ln,t(h 601 Ald N +•a41 � or R42M D1MAY� JELD—WEN WINDOWS AND DOORS WOOD JRA. 1 06/21/ ®/ ffmw,--- PIC, ULCN.TS. JWC003 EV: SHEET: rmae. Sn.eoo.nee r�. 221.evD.l>eD B 5 OF 6 NOTF. PANELS ARE CONSTRUCTED OF HINGE STF_ES (4.625 z 1.71875), LOCK STILES (4.625 x 1.71875), TOP RAIL (4.625 x 1,71875), AND STANDARD BOTTOM RAIL 1%6.625 x 1.71875), OPTIONAL 3OTTOM RAIL (10.25 x 1.71875). DOWELS ARE CCATFD WITH A WATER ACTIVATED ADHESIVE AND WATER IS APPLIED TO THE DOWELS PRIOR TO INSERTION INTO THE DOWEL HOLE5. (SEE DETAIL "C") THE ASTAGAL IS APPI!FD TO THE INACTIVE STILE AFTER 1'HE INACTIVE HARDWARE iS INSTA-LED INTO THE INACTIVE STILE. DETAIL "C" _ PANEL DOWELING SET-UP INACT VE STILE HARDWARE. DETAIL STEEL COATED STEEL SD63-i5 AL.M.. PWY WOOD ,CEL 41. _, 1/2" MATERIAL LIST (Cont.) TEM PART jj 54 N/A DESCRIPTICN #d a 2-.H.F.r. WWD SCREW 55 .V/A is . r P.F., WoW scar. 58 N/A /6 . 1" P.f.i_a S/SIL ;MEM LSED BUT NOi 51wvm) 67 Y. X N/A 16 . 2 1J4' PAY. . WOW B !,E (ITEM USN BUi NOi 59 N/A /10 . 3" P.H.F.H, WOW SCREW 60 N/A 1/1" Erl:r' TAPCOA ANCHOR W/ 1 1/4- EMBED. --- 6: N/A f6 . 5/6' P.H.:.H. WV OD SCREW 52'-- N/A Ap . 1 1/z. P.lI.f.N. HOOD `+CRE%' -• - _ -- bJ M-172 DFI?G? d1 M1/A F'IXDINO NNI�NO rIANLF - (A1IFSBI1Rr) ;OP'pAML) 65 66 N/A N/A IrEM USED eir Nm SHONN OEM I m. PJT NOT SHOWN STEEL COATED STEEL SD63-i5 AL.M.. PWY WOOD ,CEL 41. II�3/16" IIHHII T `B —T /2,AGTIVE,_HARCWARE : ,INACTIVE HARDWARE HARDWARE r o0 0 4 3/8" q•• Q �ACaUSTA3LE HINGE PER M -V LETTER ON W/27/2W6 C—S EPS ADDRESS REVISION DUAL STRIKE� -•-� I.— 7/16" I"-- 3 3/8 O II --I �-- 5/16" n SILT_ STRIKE PLATE \.5— =0- 1 7/11" 3/8" J 7/8" O±EAO STRIKE PLATE �1 7/16" 1/16"-T 1 3/8" 3 13/16" �kkk 3/ fi WED 0 oor�Iei +IN t4 F%du�, 6Cude PRUOUCT R}:VItihA =ipindm DMt SOS 01_ )I I I � 7 1 / • g •• u d'u41PH�n[ vvBf the lbeWd 1 EIFYfe� c (4�SILL GROMMET S `� Md4ds I_. Roberto Lamas JELD-WEN WINDOWS AND DOORS E. No. 62514 SEND WINDOW D:VIS!ON; 62845 BOYD RD.; BEND OR 97708 / ITLE: A;_UMLNUM CLAD WOOD OUTSWING DOOR �/ HARDWARE M—ED BY: DR_ 06/21/06 PIC. .LC r®O Al°: M . U: 1535 CO,dg,, Street, suite c25 PTD u0 N.T.S. JWC0032 RocklDd9n, FD.�dO 32955 P��v: sHEEr: FPPE NC. 25935 Ph— 321.690.". Fav 32:.690.1769 6 6 OF 6 _, 1/2" /Q T— - 1 3/4"I I Li 4" I 1 3// 4" 13/16" II�3/16" IIHHII T `B —T /2,AGTIVE,_HARCWARE : ,INACTIVE HARDWARE HARDWARE r o0 0 4 3/8" q•• Q �ACaUSTA3LE HINGE PER M -V LETTER ON W/27/2W6 C—S EPS ADDRESS REVISION DUAL STRIKE� -•-� I.— 7/16" I"-- 3 3/8 O II --I �-- 5/16" n SILT_ STRIKE PLATE \.5— =0- 1 7/11" 3/8" J 7/8" O±EAO STRIKE PLATE �1 7/16" 1/16"-T 1 3/8" 3 13/16" �kkk 3/ fi WED 0 oor�Iei +IN t4 F%du�, 6Cude PRUOUCT R}:VItihA =ipindm DMt SOS 01_ )I I I � 7 1 / • g •• u d'u41PH�n[ vvBf the lbeWd 1 EIFYfe� c (4�SILL GROMMET S `� Md4ds I_. Roberto Lamas JELD-WEN WINDOWS AND DOORS E. No. 62514 SEND WINDOW D:VIS!ON; 62845 BOYD RD.; BEND OR 97708 / ITLE: A;_UMLNUM CLAD WOOD OUTSWING DOOR �/ HARDWARE M—ED BY: DR_ 06/21/06 PIC. .LC r®O Al°: M . U: 1535 CO,dg,, Street, suite c25 PTD u0 N.T.S. JWC0032 RocklDd9n, FD.�dO 32955 P��v: sHEEr: FPPE NC. 25935 Ph— 321.690.". Fav 32:.690.1769 6 6 OF 6 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodconline.com Jeld-Wen, Inc. 31725 Highway 97 North 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. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Jeld-Wen Series "Premium Wood Doors' In swing Double Opaque Wood Doors w/ wo Surfacebolts APPROVAL DOCUMENT: Drawing No. S-2039, titled "Wood stile & rail door, opaque 6-8/8-0 Inswing Double Doors" Sheets 1 through 7 of 7, prepared by manufacture, dated 07/24/00 and last revised on 08/22/05 signed and sealed by James J. Dobrowski, P.E., 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. MISSII.E IMPACT RATING: None: Approved Hurricane Protection devices, complying with FBC, as applicable, are required 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 revises and renews NOA # 02-0722.07 and, consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 041022.06 Expiration Date: December 06, 2010 Approval Date: September 22, 2005 Page 1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02-0722.07) 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2039, titled "Wood stile & rail door, opaque 6-8/8-0 In swing Double Doors" Sheets 1 through 7 of 7, prepared by manufacture, dated 07/24/00 and last revised on 08/22/05 signed and sealed by James J. Dobrowski, P.E. B. TESTS (transferred from file #02-0722.07) Test conducted per SFBC, PA202-94, now termed as FBC, TAS 202-94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (Not performed) 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of single outswinglinswing opaque wood doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA572WA, and 570WB dated July 22, 2000 and July 19, 2000 and revised on May 16th, 2001 and May 2nd, 2001 respectively respectively, signed and sealed by Ramesh Patel, P.E. Note: The above test reports have been revised by addendum letter dated July 12, 2005, issued by Certified Testing Laboratories. C. CALCULATIONS (transferred from file #02-0722.07) 1. Wood strength referenced properties data from, "Wood Handbook" and table prepared by manufacturer 2. Anchor verification calculations, dated 8-24-00, prepared, signed and sealed by Mark Fetherman, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (transferred from file #02-0722.07) 1. Addendum letter dated July 12, 2005, issued by Certified Testing Lab, clarifying in- swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572WA. 2. Statement letter of conformance, "No financial interest" and manufacturing remains the same as original dated July 24, 2000, signed & sealed by James J. Dobrowski, P.E. 3. Statement letter of conformance and "No finacial interest" dated July 24, 2000, signed and sealed by Mark C. Fetherman, P.E. (file #02-0722.07) 4. Statement letter of compliance, as part of test reports No. CTLA572WA, and 5701" dated July 22, 2000 and dated July 19, 2000 respectively, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. Ishaq I. Chanda, P. E. Product Control Examiner NOA No 041022.06 Expiration Date: December 06, 2010 Approval Date: September 22, 2005 E-1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS: Continue (transferred from file #02-0722.07) 5. Letter of explanation dated May 22, 2001, issued by Certified Testing Laboratories for test reports CTLA-570 W, CTLA-570 WB, CTLA-570 WB and CTLA-572 WA, signed by Jim Blakely. 6. Letter of explanation dated May 23, 2001, issued by Ramesh Patel, P. E., witnessing engineer Certified Testing Laboratories for test reports CTLA-570 W, CTLA-570 WB, CTLA-570 WB and CTLA-572 WA, signed and sealed by Ramesh Patel, P. E. 7. Letter of clarification for laboratory data, issued by Certified Testing Laboratories , signed by Christopher Benett (Lab Manager) for test reports CTLA-570 W, CTLA- 570 WB, CTLA-570 WB and CTLA-572 WA, signed and sealed by Ramesh Patel, P. E. (witnessing engineer). 8. Addendum letter dated July 17, 2001 and August 02, 2001, issued by Certified Testing laboratory, Ramesh Patel, P. E. (witnessing engineer). 9. Statement letter dated July 15, 2002, issued by Jeld-Wen for the extent of revision to the approved NOA# 01-0206.28, signed by Steve Frey. G. OTHER 1. This NOA revisestrenews # 02-0722.07, expired December 04, 2004. 2. Addendum letter dated July 12, 2005, issued by Certified Testing Lab, clarifying in- swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572WA. 3. Jeld-Wen proposal letter dated May 09, 2002 and BCCO response dated 05-18-02 4. Revised test reports CTLA-570 W, CTLA 570WA, CTLA-570 WB, CTLA-570 WC and CTLA-572 WA, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P. E. 5. Faxed Laboratory Worksheet data, dated July 05, 2001 supplied by the Certified Testing Laboratories and the Lab notes provided thru manufacturer, for test reports CTLA-570 W, CTLA-570 WA, CTLA-570 WB CTLA-570 WC and CTLA-572 WA. 6. Various letter of explanations and addendum letter referenced above. 7. Manufacturing plant address of Jeld-Wen series "Nord / Morgan". 8. Glazing (Not applicable) Sl y ) . C14awcC-- Ishaq I. Chanda, P. E. Product Control Examiner NOA No 041022.06 Expiration Date: December 06, 2010 Approval Date: September 22, 2005 E-2 PREMIUM WOOD DOORS 6-8 AND 8-0 OPAOUE INSWING SINGLE AND DOUBLE DOORS GENERAL. NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE 2001 INCLUDING 'HVHZ'. INSTALLATION OF THIS SYSTEM IN T(VHZ' AREA REOUIRES THE USE OF APPROVED SHUTTER/E(TERNAL PROTECTION DENCE, COMPLYING NTH 'HYHZ' REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE OF *H MZ', SH ALI MEET THE APPLICABLE CODE REQUIREMENTS FOR MNDBORNE DEBRIS PROTECTION. 2. *000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LDADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS PER DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGNED PRESSURE R477NC SEE TABLE 1, PAGE 1. Frame Construcb'wr: The head and sida)ambs are Rnger)dnted ponderosa pi measuring 4.56'X 1.25'. The head and side jambe are monlsed, butted and jdnad using (3) 160A. 2' X 12' arown staples at the top corners. The adjustable Instving threshold Is attached to the Poor. Door Panel Consft&fon: The panel Is a stlle and rall construcson. The styes and calls are consDvcred from sold Wood of either Douglas Fir or Western Hemlock They are laminated with a. 0625' thk wood veneer of he follow ng species.• (See BOM Item 81 for species). The veneer face shoot Is glued to the Rifles and ralls. The top 0`817 is connected to the perimeter stiles w/(2) 12" fia. x 4"Kong Wooden dowels and the bottom reit is connected to the perimeter dile w/(3) 12"dia. X 4' long wooden dowels. TABLE OF CONTENTS SHEET #1 DESCRIPTION t 1 COMMON GENERAL NOTES TYPICALELEVATION) 2 VERTICAL CROSS SECTION & B.O.M. 3 HORIZONTAL CROSS SECTIONS 4 ANUHUKINULULAJIONS & DETAILS 5 DOOR RAIL DETAILS 6 FRAME COMPONENTS 7 DOOR MODELS NOTE 1 THE SURFACE BOLTS AREAN OPTION ON THE ACTIVE DOOR WHEN USING THE WOOD ASTRAGAL. THEYARE USED TO ACHIEVE A HIGHER PRESSURE RATING. ALL INACTIVE DOORS HAVE SURFACE BOLTS. SEE SHEET 3 FOR SURFACE BOLT OPTIONS. 37 3/4 FRAME WIDTH I�arow 1 r Wi36 DANEL N - x 5 SEE I BELOW e-8 ��W' � DDDR FI NATKW 781 1/2 OVERVI FRAME WIDTH F 3/81PANEL /�rTX �wloTµll� SEE NOTE f 1 BELOW R -B dxlR1 - DOOR FLEWTXw 37 3/4 FRAME 781 I WIDTH 36 PANEL 36 3/4 REE NOTE vAonl �j calor 1 BELOW Ij w7ASTR n p rcrnE � yam L01 oR m N \ h h I B RLOE EE FLOW W =f I � n-D-�Mrl.- nrnR FI FVATn B-0 a ALL MODELS ARE VIEWED FROM THE INTERIOR DESIGN PRESSURE RATING (INSWING DOORS) WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION 1 OPTION 2 DOOR SIZE V -Q SURFACE BOLTS WITH SURFACE BOLTS I ON ACTIVE DOOR ON ACTIVE DOOR 6-8 +47.0 psf -47.0 psf +65.0 pat -70.0 psf B-0 +47.0 psf -47.0 psf +65.0 psf -70.0 psf N O^i a 2QO�ci 22Ed 3`xS$ 0 N J I ;; 0 4 PRODUCT REVISED °ATE: 7-24-0( d�o9aPM■9-Ith 32 i Coae A4'aptARee N.o4./o TL •06 — e0`: TJH W+p6spoaDese/181/0 CHK. a0`: SS S-2039 I OF 82.5" 6-8 OVERALL FRAME HEIGHT tf�, 25" MAX 98.5" 8-0 OVERALL FRAME HEIGHT 1,25" MIN. SHIM EMB c MIN. EMB. Z MIN. s C -SINK NLo W T Z Z N Z Y ki NV7Q oT �f� h N ti _2 • J� Z17 O • c• ° O O) Vl W �z `wi a� m • U >- rt •a vwiw0 ^Q Vfu7 zZ W W [fill I juillifill o- V) co d a ... cr �MUtl . _ J .. Q •a F_ OHO O F�.406" Cc ea CC QyQ ua N Y w w� O Y ~ �C� �ti aop v�¢ ww> 80.0" 6-8 MAX PANEL HEIGHT c m5/8 96.0" 8-0 MAX PANEL HEIGHT 1- c D W y_j yMw o�u o z .e wua o :0 w �I3Qy o > z o owq o 1-ywa a Z LJ n `` Za � a: x l> ro114- (U W 2222 0000 "("L,hN �nEz �o ���o 0 ga 4a a4ag� www zw wwyy=� UU (TUU o04 o6o�oW L In Lo Lo N O N ~ 73 o Q 1 n �.}� n �oo cohtl N^2 STFFI DATE- 7-24-00 FORDUCi a9vi b SCALE: j 2 6� alm ilwplwi4 �C+de 6 OwC. By. 7JH qTF'Fibttipaew Ns 0 CHK. BY: SS � D oanwuw ea.: pie S-2039 SHEET 2 OF__L Item DESCRIPTION Moter�ol I NORD/MORGAN/MCOW STILE dr RUL 6-8 8-0 W00p DOOR (DOUGLAS FIR, WESTERN HEMLOCK, PONDEROSA PINE, NORTHERN REO OAK, REO MAPLE, BLACK CHERRY, YELLOW POPLAR, TRUE HICKORY, TRUE MAHOC�WY, BLACK WALNUT, do RED ALDER) 2 HEAD JAMB 1 114" x 4 5/8' PONDEROSA PINE P 3 HINGE JAMB 1 x 4 PONDEROSA PINE 4 1 PIECE WOOD ASTRAGAL PINE 5 INSWING ADJUSTABLE THRESHOLD .051 WALL 8Y IMPERIAL ALUMINUM 6 8 x 2 1 2 PHILLIPS FLATHEAD W000 SCBE STEEL 7 KWIKSET TITAN 400 SERIES LOCK 8 KWIKSE7 TITAN 780 SERIES DEAD80L7 9 1/4 x 2 1/2' LG. TAPCON OR 'TW BUILOEX 7APCON, OR ELCO TAPCON STEEL (PER CURRENT NOA 10 SILICONE CAULK CR LAWRENCE 335 SILICONE 1 1 INSNINC VINYL DOOR BOTTOM SWEEP VIN -YL 12 2x W000 BUCK WOOD 114" MAX. SHIMS W00 14 COMPRESSION WEATHERSTRIP -ION DS -650 FOAM 15 10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 16 W000 CAP FOR DOOR EMBOSS PANEL PINE 17 BRAD TRIM NAIL 1 1 2 L. ST 1 " x 4 19 9 x i" PHILLIPS FLATHEAD W SCREW STEEL 20 x 2" PHILLIP FLATH ODS W STEEL 1 UREA MO L OQ 22 SURFACE BOLT STRIKE PLATE IVES, .125 STE STEEL 23 1 4-20 SEx BOLI W 1 4-20 fEMAIE END x 1 1 STEEL 24 10 x 1 1 4" PHILLIPS FLATHEAD WOOD SCREW STEEL Y 15 17 SEE NOTE 5 SHT. 3 � 1 � HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK ,_,OPTION # I WO SURFACE BOLTS ON ACTIVE DOOR) INA( 2x BUCK TO SUBSTRATE FASTENING TO BE ENGINEERED SEPERATLY / c 1 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK 3 OPTION # 2 (WITH SURFACE BOLTS ON ACTIVE DOOR) pE EXTERIOR E ACTIVE SEE NOTE 5 SHT. 3 ! 3 ] HORIZONTAL CROSS SECTIONATASTRAGAL 3 OPTION #1 (Will SURFACE BOLTS ON AC77VE DOOR) fk INTERIOR EXTERIOR ACTIVE SEE NOTE 5 SHT. 3 4 HORIZONTAL CROSS SECTION ATASTRAGAL 3 OPTION #2 (WITH SURFACE BOLTS ON ACTIVE DOOR) NOTES: (TYP TO ALL FRAME CONFIGURATIONS) 1. SPACING FOR ITEM #20 (#8 x 2" SCREW) TO ATTACH THE WOOD ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FOR THE 6-8 UNIT TOP DOWN; 3". 12" & 21". FOR THE 8-0 UNIT TOP DOWN; 3", 14", 25" & 36". THE SPACING FROM THE BOTTOM UP IS THE SAME FOR BOTH UNITS; 3", 13 3/8" & 24 1/8". 2. THE SURFACE BOLT IS INSTALLED AT THE TOP AND BOTTOM. ON BOTH THE ACTIVE AND INACTIVE DOOR. OPTION 1- SURFACE BOLTS ON INACTIVE DOOR ONLY. OPTION 2- SURFACE BOLTS ON ACTIVE & INACTIVE DOORS. SURFACE BOLTS ON BOTH ACTIVE & INACTIVE DOORS ARE AN OPTION TO ACHIEVE HIGHER DESIGN PRESSURES AS INDICATED IN DESIGN PRESSURE RATING TABLE ON SHEET I. 3. THE THRESHOLD IS NOT ATTACHED TO THE FRAME, IT IS NOTCHED AND ATTACHED TO THE FLOOR WITH ITEMS #9 2 1/2" TAPCON & #10 (CR LAWRENCE 33S SILICONE CAULK). APPLY A CONTINUOUS BEAD .125" THK. x .375" W. AROUND ALL (4) OUTER EDGES WITH A MINIMUM OF (2) ROWS IN A ZIG ZAG PATTERN IN THE MIDDLE THE ENTIRE LENGTH OF THE THRESHOLD, .125" THK. x .375" W. 4. THE TOP CORNERS OF THE DOOR FRAME, ARE STAPLED TOGETHER USING (3) 16GA. x 2" LG. x 1/2" CROWN STAPLES. 5. SPACING FOR ITEM #17 IS A MAX. OF 12" D.C. "-II µ EMR EXTERIOR 2x BUCK TO SUBSTRATE FASTENING TO BE ENGINEERED SEPERATLY INTERIO ` HORIZONTAL CROSS SECTION AT HINGE JAMB 3 N z10 rnrn W zT2�� �==Go .- �oDUa 0 rI Ot3o 0� -j W \ ¢oW h� J AO 00 ❑\ WopQ UN rwi l ) J� NSW 2 J � Opt No v3dn o Q o l ❑ < tali) a a I bm-ratvlsED DATE: 7-27-06 MIO dmFkr WB SCAU: i : 4 A DwG. BY; TJH �w-0�l/9 -/-0�2Z�•C6� g*- ""=vs/.,fCYO CNK. BY: SS m, 1 I~} aA pn DRAwNG NO IM601 Dab ftwojapw 5-2039 SHEET 3 OF 7 �— 31" TIP. —I 21' TIP. 8' 13.8125" O.C. 6' 10.8' O.C. a lIP. a a TIP. g� _O� 10, ci OF •DEADBOLT + u — f2' C -UNE OF DEADSOGT �- — J6.625' C -LINE s Y of urcN 3 °k„ — Y 3 38.625' C-L1Nf Q a Q w of urdi rLF1 a 0, H 13 —O (7y❑U _j ti 1 1 I I I I I 1 lO 1 I i I �o� vy e8 _j Co J� 4 a 6' iii 6• m LU �❑ .- ttP.. 13.8125. O.C. C m TYP. 10.8' O.C. p OD 7.5' 31' TIP. B' 28' TYP. Y y W W :2108 M rA �M rP M o� ol3O� o ¢ 3 $ � IX , /J.8125' O.0 1YP . 4 m0. PC 1. 10.8' O.C. 2 2 < W O O — gg 0 I I I laEl 1 I I l' o000 a C C} gY u I ovAD oir I I t1 ^ o 12- c-uNE e W 9 w w w w OFOTO6a.T 0 �� �_�_�_'` W� �OOOf 36.625' C -UNE ONO i r OF LATCH31.625" C -UNE i% OF UTCN O O L1 DATE: 7-24-00 !'@98UCT M6vF✓R.8 SCALE: I : 24 p 4.gP�'h� wlA 1@F.1Rw�s Aa�haeeMo �/-/a22,p(� MO. BY: iJH 6ap6appe CNK. 8Y: SS DRAWNG NO, S !ud -2039 SHEET 4 OF 7 1.75" 408" Ja Z a N N PREMIUM DOOR .50" WOOD DOWEL x 4.0" LG., 3 PLCS N � � N II ao Ad 0 1 m i� �i BOTTOM RAIL NOTES: 1. DOWELS ARE CLUED AND PRESSED 2.0" INTO THE RAILS AND STILES AT PANEL ASSEMBLY WITH PVA TYPE 'I' EXTERIOR GLUE. 2. THE INSET PANELS ARE NOT GLUED INTO THE STILES OR RAILS. THEY ARE LEFT TO FLOAT WITH THE DOOR AS IT EXPANDS AND CONTRACTS TO ELIMINATE DOOR CRACKING. PREMIUM DOOR .50" WOOD DOWEL x 4.0" LG., 3 PLCS W O i �pp 00 in 3Z W � i O 408" -{ LOCK RAIL MULLION INTERMEDIATE STIP N N N N N iv DIM. VARIES W/DOORMODEL ^ (MIN. 9 3/16) .0 INSET PAN N. T. S. PREMIUM DOOR .50" WOOD DOWEL x 4.0" LG., 2 PLCS 1.75" --{ u N N to to "il O I TOP RAIL r 1.75" 1 --i 1—.408" SIDE STILE v II 10 Ad 0 00 I f v R corn W ZQOTD 3 ZxzNw o 3io 0 �]N°i,- c=i a V Ou)q y2A H ¢oof I La � e6I co It Lit, Cl q� w WCY C❑3 u�3a�' o' &I o DAM 7-24-00 ! SCALE: 1 Om ge+0io 6 rnvc• er: TJH ��o cNx. sy: ss l DRAVANC NO.: d p N S-2039 SHEET 5 Of 7 4.56" WOOD FRAME 8.00 --� �-- .75 SURFACE BOLT (IVES. .25" STEEL MODEL 454) O O f— 4.0"— 4 x 4 DOOR HINGE o n IQ O N 4.58" 5iTSM"rrr ADJUSTABLE INSWING THRESHO 0 .051" WALL THK. T- 2.03 1.50 1_ SURFACE BOLT STRIKE (IVES .125- STEEL) cj¢¢-3 ziZ w 0 Lo J �cnUCL 2.06 1.84 O V) o: 020 'j O W W to � I �cc 2 N �ddg0 O U EXTRUDED VINYL INSWING• m w Li DOOR BOTTOM SWEEP o W c~i 3 R V) W 0 0 0 a a DATE: 7-24-00 NWKXT6%vvm SME: I 1 !!}i4wr+o9owrlia A�2oh"-,uv�um . W D -/02 , ° - �` TJH cDo 44 D GMK. BY: SS ft,IOKAMNO NO.: Dade ap h S-2039 Fb.ew. sMEET 6 ov 7 R IIOM•ISR , plawmalwooml . JIEMI :...:.. ..:. N rn� 2 < p o Z2ZC? W C9]�o �zg o 6 g OR � C'3 Lo oNo ofJ�Q W H cozi J MI opoLi i -icol a v, °W q qju vW oC3Z �QH r FSHEUL77 Aft"ftm DWG. BY.. TJH 0.ookwas