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443 NE 100 St...................... Inspection Date: 06/15/2006 Inspector: Grande, Claudio Owner: COUSINS, STEPHEN & MARY Job Address: 443 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, June 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: THE HOME DEPOT DOMINICK MONTALBANO Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060170510 Lot: Phone: 770/433 -8211 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ...................... Inspection Date: 06/15/2006 Inspector: Grande, Claudio Owner: COUSINS, STEPHEN & MARY Job Address: 443 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, June 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: THE HOME DEPOT DOMINICK MONTALBANO Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060170510 Lot: Phone: 770/433 -8211 Page 2 of 2 Issue Date: 12/19/2005 Expires: 12/16/2006 Owner's Name: STEPHEN & MARY COUSINS Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 443 100 Street NE Miami Shores Village, FL 33138 Contractor(s) Phone Primary Contractor THE HOME DEPOT DOMINICK MON 770/433 -8211 Yes Comments: CHANGEOUT DOOR Additional Information Type of Work: DOOR REPLACEMENT No of Openings: 3 Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $130.00 $9.00 $3.25 $144.65 Invoice Number WS -12 -05 -23156 Total: C E K 2 Z� ID Amt Due Amt Paid $144.65 Building Department File Copy /4( Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Permit Number: WS -12 -05 -1254 Phone: Parcel #: 1132060170510 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 2,398.00 Required Inspections 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. BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Job Address (where the work is being done) 4 L 3 Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEOVED DEC 005 Permit Type (circle): Build' i Electri l J � i Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) () (1 i/,.5 I A.5 4 Phone # 3 0.1 - ) ' Z - 3 O -- Owner's Address 4 4 3 /3 t / 1) ,$-f City / G.,/wi, State 41. Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip Contractor's Company Name e7A e h'L v n't p C� Phone # Contractor's Address Li C(57) A/ .5 7A 'GC 7 City AC O n U f L- State - Zip ? 3 4( 7 Qualifier - DO rYLI A o n +-a ( cc yI () N t / 00 51-, Type of Work: ❑Addition ❑Alteratio — n f ❑New "Repair/Replace ❑ Demolition Describe Work: Gi1ti 2 �YB'8?i(� hg J 0 * ** * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / O r?? $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ ►44. jai UEC 2 8 PAID aster Permit No. Zip 3313& Phone # Permit No. V-1 S CIE — 12-54- Square Footage Of Work: w finding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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 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 I t 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 0 m day of Ak trevnber20 aS by Zte..r 1G✓1 COG( S I AS , who is personally known to me or who has produced As identification and who did take an oath. NOTARY ' UBLIC: Sign: Print :p e i± -t 1 / 11 Li/� Sign. Print: ( II Marie Springer My Commi n Expires: - 3/' Q YC�I�MISSION # DD129398 EXPIRES �j ,, f � BONDED THRU TROY FAI� U n �'' c ( erauic of Competency Holder Martha P. c! t 0 l I. My Commission Expires 4 tna * * * * * * *** * * * * * * * * ** Chc10 /14103 APPLICATION APPROVED BY: State Certificate or Registration No. r^ G. C ZZ$3 it Signature 1 �esie Contractor The foregoing instrument was acknowledged before me this Si d a y of F) ( n r , 20 0 , by DO m l /1 l de_ Mn tt" I 1 .47 0 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Commission Y LL405o CertificateofCom q' y 1Nfy'ees: MAR. 1.0, 2009 Bonded Thru .alannc bonu,:th 1? Od Plans Examiner Engineer Zoning 4 . attached survey, performed by performed on (date of survey) Witness(sign and_print) STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, 5ke Levi rLC (property owner) (name of surveyor's company) , does hereby attest that the , is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Wi _s(sign and print) /1 �� • 1� l.yn 6... f� • Ear) S5 SW TO AND SUBSCRIBED before me this / o day of Vern lee j X00 S Affiant is personally known to me, produced as identification. • Dell Marie MY COMMISSION # DD EXPIRES = August 25, 2006 : ��ti BONDEDNRUTROYFAWWSURANCE,INC. MEAN ROOF HEIGHT 13 ft PRESSURE RATINGS FOR SPECIFIC OPENINGS BELOW TAKEN FROM FROM F.B.C. 2004 TABLES 1609.68- 140 MPH- EXPOSURE C (3 SECOND WIND GUST) • • •. •. • . - • •••• • OPENING DESIGNATION UCT APPROVAL PRODUCT ACCEPTANCE NUMBER WIND (E (5 OR, PRES S. RATLWG Rt Ob. P� P RODU C )1R APPRCVAL 1G E R F. SHUTTERS • ' COMMON". • : .... • t • ••. • • • MARK WIDTH" HGHT" AREA �� p S.F. (-) S1 F (+) P.S.F. (- ) P.S. (YES/NO) ® 3110E78 3/4 DOOR 17.2sgft 02 1211.18 4 +43.0 -46.2 +66.7 -70,0 NO IMPACT RESISTANT • • . • A 36X80 DOOR 20.0.sqft 02- 1216.09 4 +40.8 . -44.4 +50.0 -50.0 NO UNDER 25X RULE 3 371X80 3/4 DOOR 21.0.sqft 02- 1211.16 4 +40.8 -44.4 +50.0 -50.0 NO r UNDER 25X RULE 4 / 11/16/2005 JOB/ 05110904 SCALE : N.T.S. cc EXIST WINDOW 37X38" 06X90" EXIST. GARAGE DOOR 1 N EXIST. WINDOW DOSE WINDOW 37X38" 377X38 ". oi EMT. WINDOW 74X50" COU ING, STEPHEN 443 NE 100 ST. MIAMI, FL. 33138 EXIST. WINDOW EXIST. WINDOW 74X63" 74 7X63" NEW DOOR 37JIX® 3/4" 1. REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS 2. NO CHANGE IN SIZE WHERE MADE. NO MODIFICATIONS TO EX /STING OPENINGS 3. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" DIAMETER ° TAPCON" SCREWS WITH MINIMUM 1 1/4 EMBEDMENT INTO CONCRETE PER DOOR MANUFACTURE'S PRODUCT APPROVALS. 4. SHUTTERS ARE NOT REQUIRED PER 2004 FBC SECTION 2413.01 EXIST. WINDOW . 74,50" • EXIST. WINDOW 1 osX67" � SIRUC7URAL DESIGN REVIEW BY: GORDON F. BUCK CONSULTING ENGINEER P.E. /f 37549 4202 WATERV/EW CIRCLE PALM SPRINGS, FL. 33461 ` (561) ' 965 -1420 OOOOOO • OOOOOO •••. • • ••. ••.... • • '•• •• PREPARED FOR PERMIT PROVIDERS 10475 RIVERSIDE DR. PALM BEACH GARDENS FLORIDA 33410 561 -514 -5253 •••• • • . •• • •••• ••• • •• • • • • • • 25% Rule Calculations .. i •_:1:_i • . ; ..— • • Coughing Re ;idarice . ; . • • :: Square Footage to be Replaced 40.555550 • : : •• • . ••• ••• •.• • •_ . Square Footage Remaining Total Square Footage .. 301.52083 342.07639 • •••.1 . • • • 4 Percentage being Replaced 11.86% Openings Being Replaced Opening # Width Height Total Opening # Width x Height Total 1 36 x 80 20 1 74 x 50 25.69444 2 37 x 80 20.555556 2 37 x 50 12.84722 3 x 3 37 x 38 9.763889 4 x 4 37 x 38 9.763889 5 x • . 5 37 x 38 9.763889 6 x 6 37 x 38 9.763880 Total Square Footage being Replaced 40.555556 7 37 x 38 9.763889 8 37 x 63 16.1875 9 74 x 63 32.375 10 74 x 63 32.375 11 106 x 63 46.375 12 37 x 38 9.763889 13 74 x 50 25.69444 14 37 x 50 12.84722 15 37 x 50 12.84722 16 74 x 50 25.69444 17 112 63 0 18 x 0 19 x 0 20 x 0 Total Square Footage Remaining 301.5208 • • ••• • • •••.• '•'. • • ••• • • • • • • • • BUCK ENGINEERING, INC. GORDON F. BUCK, P.E. (37549) 4202 WATERVIEW CR. PALM SPRINGS, FL 33461 PHONE/FAX (561) 965 -1420 5.. MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 • • ••• • • •. • • • • .••• • • • • • • • • • • • ••• . • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • „, •: •' • • METRp- pApEsFLAGLER BUILDING • • • • 340 WBST FCAGLERSTREET, SUITE 1603 • • • "' • • • • • '.IO11 '1P, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• : • • . • • • • • • • • ' . 11 ' • • • :• • • • .•• 4 05-. (2$I 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen ®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 Jeld-Wen Inc. A. DRAWINGS • • • 1 • . • • • • • ••• • • • . • • • • • • • • • •• • • • •• • : • • NOTICE OF ACCEPTANCE: • V1bENCJ $I B MI11TIf (For File ONLY. Not part of NOA) ••• • • • • •.. • • ; • • . • 1. Manufacturer's die drawings and section's' ; ; • • .. • • 2. Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02. B. TESTS 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) Forced Entry Test, per SFBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a DoorCraft series opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated 10/23/01, signed and sealed by Ramesh C. Patel, P.E. Submitted under NOA #01- 1218.05 2. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of DoorCraft series WOW configuration outswing and inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, dated 11/01/01, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 12/2/02, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schimdt, P.E. Submitted under NOA #01- 1218.05 2. Anchor Calculations and structural analysis, prepared by Wendell Haney, P.E., dated 12/15/01, signed and sealed by Wendell Haney, P.E. E -1 Jaime Eisen, P.E. Product Control Division NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Jeld -Wen, Inc. • • ... . .'. '. • • • • • • .. . , ••• • • • • •. • . • • • ... • • • .. . •. . . . . • . • • • •• • :••. NOTICE OF ACCEPTANCE: 4VItlTNCE�Si�BA'IIT�')�I (For File ONLY. Not part of NOA) • •• • • • D. MATERIAL CERTIFICATIONS ' . • • • .. • • 1. Notice of Acceptance No. 01- 0718.08 iSSnej t® OEIL,:h�c. or "HP Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17706. ' • • • • • 2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 696WA/DADE01013, dated May 03, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports No. J9906660 -001 for "Surface burning characteristics" per ASTM E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. 4. Notice of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. E. STATEMENTS 1. Statement letter of conformance and no fmancial interest, dated 12/2/02, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of no financial interest, dated 10/10/02, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 01- 1218.05 issued to Jeld -Wen, Inc. for Series "DoorCraft ®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites" dated 10/15/02, expiring on 10/15/07. E -2 Jaime Eisen, P.E. Product Control Division NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATNE SINGLE W /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER 11 ASTRAGAL) t66.7 psf - 70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf TABLE OF CONTENTS SHEET // DESCRIPTION 1 GENFRAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & HILL OF MATERIALS 3 He RI ON CTIONS 4 1-1ORIZOECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 • ` •• ` • • - • LA ING DETAIL 7 UNIT COMPONENTS JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND W/OUT SIDELITES GENFRAL NOTES 1. THIS PRODUCT I5 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 WINDBORNE DEBRIS EXTERNAL .PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. r RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets 24 ga. (0.020 ") minimum thickness, Galvonized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(ove.) =23,675 psi. Core desian: Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction: The active and inactive panels ore constructed from 24 go. (0.020" min.) golvonized steel. The face sheet top and bottoms ore bent 90' a r the tap Dad bottom :ails. The tuy 41 w..elele v / LVL u,cuxuriny 1.57" x 1.042 ". The bottom roil is roll formed 0.021" golvonized steel measuring 1.67" x 1.21" with a 1.645" x 3.0" x 0.631" piece of pressed fiber boord at each corner attached w /0.5" x 2.0" wire staples. The sides of the face sheet ore roll 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 2460. (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sashes ore routed to receive the ODL (HP Polypropylene - Thermofil-P6-30FM0391) & Trinity lite frames. The units are glazed with 0.125" tempered glass. The lite frames are wet glazed on the exterior. Frame Construction. The frames are constructed from Pine jambs measuring 4.563" x 1.25'. The head jombs ore mortised and butt joined to the side jambs and attached with (3) 16 go. 2" x 7/16" crown wire staples. The units use a bump face threshold measuring 4.041" x 1.0 ". The threshold is attached I the home with (3) 16C A. 2" x 7/16" crown wire staples. 4.5" OVERALL MAX. FRAME WIDTH 7 H 36.625" MAX. PANEL WIDTH - 36" MAX. W /ASTRAGAL PANEL WIDTH ® t1 IN- ACTIVE ACTIVE C 37.5" OVERALL DOUBLE OUTSWING UNIT MAX. FRAME WIDTH 36" MAX. r PANEL WIDTH - 1 El IS NGLE OUTSWING UN T 14" MAX. PANEL WIDTH U 6" MAX. D.L.O. co X o 1 14" MAX. PANEL WIDTH v 1 r r r a ALL UNITS ARE VIEWFP FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36 M AX. PANEL WIDTH + I PAN W I D TH W /ASTRAGAL El El 1 IN -ACTIVE ACTIVE 101 70" OVERALL MAX. FRAME WIDTH 15.5" MAX. 36" MAX. FRAME WIDTH PANEL WIDTH 14" MAX. > 1 I PANEL WIDTH e O 1 ^� t • i • • 41 a 6 "MA71!•i W o •••• V •••• • • • `• 0 • • • 1 • • • ® OOUBLE W /SIDEGTE5 OUTSWING UNIT r = o 0 6" MAX. D.L.O. z I 0 o m SINGI E W /SIDELITES OUTSWING UNIT 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH (.5 W z W z a W 0 In • • ••• • •• • • • 1 •••• • ••• • • • • ••• • • •••• • •• • • • • 4h- • is, yr 0 0 i • • • 0 • O • • • it •• •• FIm • N o: • • 0 0 F. AsV tnO z � W W8 Kowa ONsuLye& rt •os 813.659197 GATT: 09/11/01 suu: N. r.s. owc. Ern TJH am. er RW DRAWING NO.: S -2104 SHEET 1 ar 7 • • •• • • • • • •• • • • • • • • ITEM DESCRIPTION MATERIAL rag- - • • • • STEEL PONDEROSA JOINTED FINE PINE implINdal0H:Elr .Ply >♦ 4 m 'i'tt : %P�• rir:. •9' ^117 Pe , , imf .. 5 �• /Mr 10 X 1 H WOOD SCREW HINGE TO •OOR ' 4 LVL LATCH SIDE STILE 1.67 X 1.0 - 1/4" x 2 1/2" TAPCON L O JTSWOIC BUMPER THRESHOLD (.050" EXTRUDED ALUM. BY PELWO) ALUM. • COMPRESSION WEATHERSTRIP JSCHLEGEL 0 -LON MS 650) FOAM TOP RAIL (1.67" x 1.01 W0 0D BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL DOOR HINGE STILE (1.67" x 1.01 WOOD 110 x 1 3/4" PFH WOOD SCREW STEEL WOOD LOCK BLOCK (1.71" x 4.0" x 11.875") WOOD 1 4" x 2 1 4" TAPCON S EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DENSITY BY JELD -WEN _ FOAM OPTIONAL EXTRUDED ALUM. ASTRAGAL (.050" WALL IMPERIAL) • 2x WOOD SUB BUCK WOOD • SHIM MATERIAL (.25" MAX. THK.) KWIKSET TITAN 700 SERIES KNOB KWIKSET TITAN 700 SERIES DEADBOLT BRAD TRIM NAIL 3/4" L. STEEL 18 x 2" PFH WOOD SCREW STEEL 18 x 2 1/2" PFH WOOD SCREW STEEL • ASTRAGAL EXTRUDED ALUM. (WR68J HWNQL44/BE7P 4') YALE KNOB HERITAGE SERIES YALE DEADBOLT HERITAGE SERIES • SILICONE CAULK (CR LAWRENCE .33C) SILICONE • GLAZING COMPOUND (OSD BY ODL) SILICONE 8 x 1" PFH WOOD SCREW (WR68J ASTRAGAL To DOOR) STEEL 8" x 3 8" 1 4" ROUND SIDELITE STOP WOOD 33 r 8 x 1 1 2 TEK SCREW LITE FRAME ! 34 SCHL 4G€ KNOB 5 €iE51 • • •-• - • 35 SCHLAGE DEADBOLT 8360 • ` • 36 STEEL SIDELITE PANEL 24GA (.021" MIN. ST . STEIi.• 37 1/8" TEMPERED GLASS (BY PPG) • • • • • • GL • 38 LITE FRAME ( ODL HP POLYPROP. THERMOFIL -P6�T• , •39T POL r P ar: 1 4 x . • '• •''+ •I' • ' IN • • 10 x 2" PFH WOOD SCREW • • • • ST 41 • 10 x 1" PFH 8000 SCREW ( IMPERNL ASTRAGAL TO Dag .. STE8I! • • • J 4" 16 DEEP PRESSURE TREATED REINFORCEMENT WO EN 14 x 1 3 8 WOOD MULLION • • • • • g,. 44 76G4. BRAD TRIM NAIL 1" L. • • STGEL 45 GLAZING COMPOUND DOW 1199 SILICONE • SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" GLASS ''•‚•. • • YPROP 47 1/2" INSULTED TEMP. GLASS BY TRINITY AM' C - 48 • LITE FRAME BY TRINITY FOR 1 GLASS POLrpRpI.. 49 1" INSULATED TEMP. GLASS BY TRINITY /AMPor • t STEEL • 50 LITE FRAME SCREW 16 X 1 1/2" PANHEAD .. ' • 1:75" MIN, PANEL THK. FXTERIOR INTERIOR z Mm V, W VERTICAL CROSS - SECTION TUTOR PANEL z N W SEE NOTE 7 SHT. 4 SEE NOTE 4 SHT. 4 z m N m `r e ow I y H�Oti�V. CI z M W 1— to • N JF3::AVi VERTICAL CROSS- SECTION SIDELITE SASH INTERIOR SEE NOTE 3 SHT. 4 FXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK. M W ' • o z W • •• • • • • • • P RODUCT REVISED =complying with an PIM& W ass Cok ne .2.1211 Expire 0.1, •1.1rR3i } '••• Control i *. i aAC 813.659.9197 DATE 09/11/01 srJUE N. T.S. owc. or: TJH Eft RW DRAMS NO.: S -2104 SHEET OF 7 i • • • . ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x .312" DIA. 0 TOP & (2) 8.0" L. x .312" DIA. 0 BOTTOM INACTIVE ACTIVE el m SEE NOTE 5 SHT. 4 SEE NOTE ® ' 4 ` Q O . . / ` ,. I I • "� INTFRIOR 1.15" MIN. EMB. 1 HORIZONTAL CROSS SFCTION 3 AT ASTRAGAL W /ITEM #26 WINDJAMBER WR68J SEE DESIGN PRESSURE RATING CHART SHEET 1 .25" MAX. SHIM THK. EXTFRIOR ®m® .15" MIN. C -SINK 3 HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK SEE NOTE • 2 SHT. 4 Er AIL ED - :fa INACTIVE Z In La • Q Q. • INTERIOR EXTERIOR © HQgI7ONTAL CROSS SECTION © HINGE JAMB TO BUCK ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA 0 TOP & (1) 9.0" L. x .312" DIA. 0 BOTTOM OPTIONAL ASTRAGAL 44 HORIZONTAI CROSS SECTION 3 AT ASTRAGAL W /ITEM x IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 .15" MIN. C -SINK .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" SEE NOTE 8 SHT. 4 .15" MIN. EMB. ?RODVCT REVISED as aossbias •1M d. F1.1l. Maas Cook Aatoma No Ea D.pl Br • • • • VE • •r • :n &i• C••nel •••• • • • •• • 0 000 • •4 • • •• 0 et ZN ca U Q U Z CO � Z 0 — c ) 0 1 1 •. • • • •••• -• • 0. N 0 s o N b N O 0 • 0 • • 0 0 z 1• . • • cn • g•.• • . • • • • ••• •• W 80c1.DI:o • iONSULTN . Ma • • , 513.659tI97 • wrc: 09/1 1/01 SCALE: N. T.S. on. Br: TJH } cwc. Br: RW DRAWING No.: S -2104 sHE r 3 or 7 t c • l z SEE NOTE • 7 RI ®�® 9 SHT. 4 O ® m SEE NOTE 0 0 5 SHT. 4 11I r.JI4 .�1 11 r 11+ f-', ,,+,- : 0 i- 0 0 to W SEE NOTE • 3 SHT. 4 SEE NOTE SEE NOTE O HORIZONTAL CROSS SECTION 4 SHT. 4 7 SHT. 4 4 AT SIDFLITE TO LATCH JAMB. TYP SEE NOTE • 6 SHT. 4 NOTES: 1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR I5 AS FOLLOWS: TOP DOWN; 1.0 ", 3.0" & 5.0 ". FROM THE BOTTOM 3.0 ", 5.0 ", 20.0" & 38.75 ". 2. SPACING FOR ITEM 41 110 x 1 " PFH SCREW ATTACHINQ THE IMPERIAL ASTRAGAL TQ 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 18 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 18 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH W000 SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY 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 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 70. SPACING FOR ITEM 150 THE 16 X 1 7/2" PANHEAO SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ". 18.0625 ", 32.8125 ", 47.5625" & 62.625 ". IHE TOP & BOTTOM (7) SCREW AT 4.4375 ". UP; 1.0 ", • s J •a a EXTERIOR INTERIOR cp 4 22 HORIZONTAL CROSS SECTION AT SIDELITF TO HINGE JAMB TYP, SEE NOTE 7 SHT. 4 15" MIN. COUNTERSINK W n 2 ♦ rr a 29 �• •• oo 0 (ID SEE NOTE • 4 SHT. 4 ED SEE NOTE I • ••• • • 1�&RI0R •• 1:15" MIN. EMB. SEE NOTE 6 SHT. 4 .25" MAX. SHIM THK. SEE NOTE 9 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 d C • • •• 38 • � • • RI •• � f tJ • • ••••• • ••• • ••• • • • • • •••• • • •'• ••.a NOTE •• • 7 SEE SHT. 4 O3 HORIZONTAL • CROSS SECTION• • • • 4 AT SIDELITE TO BUCK. TYP, • • PRODUCT REVISED e ampblq MR the Florida A No ESpira am ✓ ONSU iT4 .1140 813.659.9197 mm: 09/11/01 SCALE: N. T.S. DWG. Br: TJH cxx. BY RW MIMIC NO.: S -2104 SN(Er 4 or 7 • • • • • ••• •• • •• • • •• • • • 0 AIb 0 NI `" SEE NOTE N W 0 DETAIL C HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 ��yy��NN FRR DER L pil A DETAI` F HEAOFfj REI�NER BOLTS INER I I C A51'kAGAL STRIKE PLATE RETAINER BOLT HEADER STRIKE PLATE SEE DETAIL "F" SHEET 5 DOUBLE DOOR ANCHORING LOCATION$ OFTAIL .I STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE DETAIL G SHEET 5 SEE NOTE 5 SHT. SEE NOTE 5 SHT. 4 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAL DCTAII II STRIKE . PLATES TO IMPERIAL ASTRAGAL 3" SEE DETAIL J SHT 5 — 3" — I 1 4.5" — l .. • 'M d TYP. Ty I— r II 1-6" DETAIL K SIII WINDJAMBER ASTRAGAL RETAINER BOLT HOLES 4 6" 1 ,_SEE NOTE 6 SHT. 4 __ -CJ 0- 3 "-1 �NPI I ; 6" - -I 3" — TYP. TYP Imo• - -I F" 3" — 4.5" SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS SEE DETAIL C SHEET 5 • ••• • • •• . ••••• • ASTRAGAL RETAINER BOLT • • • • HOLES MUST BE DRILLED ••: THROUGH THE THRESHOLD • • • • •: • /' & INTO THE MASONRY • • • DEEP ENOUGH FOR A 2" THROW •... • / �" • • • • • • • • — • _ •• • • • ••4 • O't'IIg f ETAIL K Sltl� • impERVL ASTRA • • RETAINER BOLT THRESHOlt0 STRIKE PLATE • • PRODUCT REVISED eteopAW MIR ele MHO B.1.1a{ Acceptance Me Eaplrntlo Dab By M 0 0 O ° n tro no no O - W 0Z 3 0 u F U G 0 oW o. • • N 0 0 0 0 0 • • e • i 0 2 • • F A • cn • • • n ✓ V ING ONSUIWA�TS, S I R 813.65§.9197 OM 09/11/01 SAE! N. T.S. am. trv: TJH am err: RW Damao NG.: S - 2104 SNER 5 or 7 • e • • .• • •• • • • • • } •• • • I I � — I I I �1 I I 3' —I 1 © 3 "- TYP. SEE DETAIL f H SHEET 5 0 SEE NOTE ��....1111 6 SHT. 4 o- SEE DETAIL r K S® 5 ( .1 II rico" ' ©O' o.I1 .n - 6 SEE NOTE L 6 SHT. 4 - f © TYP. in -_© N. 8 " 1 1 2 in LI n Z a ;CMI:m Qom® co —� 3 I� co In co In co • m i' 4.5" — I F 3 - 1 SEE DETAIL "F' /- SHEET 5 3 3 I I I ~3" 3" 3 3 " 3" 6" 3 A1 -1i 4.5" •• B I..; , I • • • EXTFRIOR CD 0 CD IE i MINIINt p • ED IV 0.5" GLASS BITE 01 A7IN0 DFTAII 1. IN'Ja ATFD TFMPFRFD MASS TRINITY LITE FRAME 1/8" TEMPERED GLASS 0 SEE NOTE 10 SHT. 4 INTFRIOR • 3" AIR SPACE 1/8" TEMPERED GLASS • n SEE DETAIL G SHEET 5 n 0 0 V FXTFRIOR a a�a Iti4 NE 0 10 4 INTFRIOR 0.5" GLASS BITE 01A71N0 DFTAII 1/2' INSIIIATFf1 1FMPFRFD OIAS5 TRINTIY LITE FRAME 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8' TEMPERED GLASS 6 " SEE DETAIL J SHT. 5 N Ln n 70 r 1 TYP. TIP. TYP. 0 o- 1® TYP �-- 6" N. SINGLE DOOR ANCHORING LOCATIONS Z Y n � EXTFRIOR INggIOR 0.5" GLASS BITE nn n ` 7 n n `� SEE DETAIL G SHEET 5 ua► 1 951 n • •4;• • fro • SEE NOTE 3 SHT. 4 •aV•••• • •••••• •••• • • •••• ap o 0 0 N • • ••• •••••• • • ••• •• •• • • 1/8 TFI�FRFD GIASS • ODL LAE FRAME • • • • • • • • ••• • 1 • " TEMPERED GLASS • • •• a •rp 5 , , Iv l • Amptsloa N n2 , 1 2 3 1 .1 L l a. . • rc•ir0 • DATE 09/11/01 SCALE: N.T.S. DWG. BY TJH am. BY: RW DRAWING NO.: S — Z 104 swEET 6 Or 7 0 0 0 3 �z W :•••� GO • • I• • • 4 Z 8 • • E 0 • OS • • TO • c.) • • • ° :••••• Y = 2 CO N ( • W • •• O 2 o aa • a 00 V BUILDING CONSULTANTS. INC. 813.659.9197 • � •• ••• ••• • 0• I!I•• • GLASS THK. n L r WOOD FRAME 4.5625" OUTSWING BUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM DRILL TRU FOR A #8 PFH WOOD SCREW 2PLCS 3.0" DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMRFR II WR6RJ STRIKE PLATE STEEL PLATE in N F 1.67" O I V1 LATCH STILE —+F —.125" j U 2.4375" U 38 LITF FRAME OOL HP POLYPROPYLENE (THERMOFIL— P6- 30FM0391) � a I--1.75" --L 2.521" --Li 46 TRINITY LITE FRAME LUPOY EU -5007 1/2" GLASS FRAME PT O IONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT ® TOP do (1) 9.0" L. x .31Z" USA. BOLT ® BOTTOM 1.67" 11 DOOR TOP 8e HINGE STILE QQMPRFSSION WEATHERSRTIP SCHLEGEL 0 —LON OGS 65Q I— 1.75" --i tr 2.521" TRIN LITE FRAME LUPOY EU -5007 r GLASS FRAME 0 0 0 0 — .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER .25- 13 12 U 1.73" U 1.013" • DOOR STEEL EDGE CAP. BOTTOM .021" ROLL FORMED STEEL ASTRAGAL HAS • (2) 8•.0" L.• x .312" :IV BOLTS 2 f 80T!OM de BOLTS =QP • • • • • 000000 •• ASTRAGAL IIINCLOAIBFR /1 • • • 1WR68J T -6063 EXTRUDED ALUIdla1 M • • • • 11.875" • • • • • •••••• r v L 1.0" 1.767" (2) 8 . L. ! .312" OM. WOOD LOCK BLOCK. 1.71" THK, 15 ••• • •• • 1 •• • ••• • ••• • • • • •• ,I UDOLrxlvciee •wg4rRw11lW i1rii SollIftgOado Amplavas � • • • d N N n N • • T v1/1./BUILoINC CONSULTANTS. INC 813.659.9197 am, 09/11/01 srxE: N.T.S. ors. 6. TJH CNA. W. RW ORATING 110.: S - 2104 SHEET 7 or 7 E7 • EC I • • 0 0. •� 1••• U •• z • • • • •1 • • • •••b• m • • l • 1• • • • 1•• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •• • • • • • • • • • •4141 • • • • • ••• • • •. • • • .. • • •A•. • • • •• ••• • • . • • • •..••• • • •• • • • • • NOTICE OF ACCEPTANCE (NOA) •• • • •. • . • • • • .• •• • •• • • • ••- • •• ••• ••• • • . • • • .. • •• • • • i • . • • • • 0410 • • • . • • 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld -Wen® Steep " W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. S -2105, titled' Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, 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 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 NOA # 01- 1224.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. sq. IZS'I' NOA No 02- 1216.09 Expiration Date: August 15, 2007 Approval Dater January 30, 2003 Page 1 f . • • •. • • . ••, • • • .. • • • • • •• • • • •• • • • • • • • • • • •• ••• ••° • • • • • • . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. . .Not p of 40A) • • ;• • .• •• A. DRAWINGS • • • • • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, prepared by R.W. Building Consultants Inc,. Jeld -Wen. Inc. • • •.• • • • • ••• • • •"•. • '•' • • • • • • • • • •.• • • • • . •• • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of DoorCraft series OXXO configuration outswing and inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/02, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No.01- 1216.09 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of DocrCraft series OXXO configuration outswing and inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11 /11 /01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 12/15/01, prepared, signed and sealed by Wendell Haney, P.E. with addendum letter dated April 7, 2002 also signed and sealed by Wendell Haney, P.E. Submitted under approval No.01- 1216 09 E -1 Manuel Per .E. Product Control ner NOA No 02- 1216.09 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Jeld -Wen, Inc. • • •• • • • .• • • . .. • • • •• • • ••• • • . • • • • • • • • • • •. . • • •• • • • • • • • • • . • • • • • • • • • . ••. ••• •.• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File 2NL;Y.Not of�1QA�, • •...... D. MATERIAL CERTIFICATIONS:. ' 1. Notice of Acceptance No. 01- 0718.08 issued to bbL, Inc. for "HP Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 697W/DADE01014, dated June 05, 2001 and Nov. 14, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports No.. J9906660 -001 for "Surface burning characteristics" per ASTM E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. 4. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International. for "Trinity Lite Frame" dated 7 /3/02, expiring on 7/3/07. E. STATEMENTS 1. Statement letter of no financial interest, dated 10/10/02, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 01- 1224.03, issued to Jeld -Wen, Inc., for their Series "Doorcraft ®" 6'8" W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites, approved on' 10/15/02 and expiring on 10/15/07. E -2 4 a. Manuel P rez, ' 3 Product Control Exa r NOA No 02- 1216.09 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH & WITHOUT SIDEUTES WITH WINDJAMBER II ASTRAGAL WITH IMPERIAL ASTRAGAL SINGLE di DOME MINT svi r.c BOLT5 +50.0psf - 50.Opsf / / / / / 7 DOUBLE WITH SURFACE BOLTS ACTIVE DOOR +65.0psf - 65.0psf +50.0ps( - 50.Opsf 107 OVERALL MAX. .FRAME WIDTH 36.625 MAX: • • • • o 15.5" f(. PANEL }- 36" MAX. I- W/ASTRAGAL - PANEL WIDTH FR41E•%COW 14 i V4,4 dl ' ( 0p D PANEL MTh/ lir x 21.125 " MAX. D.L.O. WIDTH r - 1 x 21.125" MAX. D.L.O. WIDTH x v:i.. r C7 r v _ r r A' IN -ACTIVE r ACTIVE I Q 1' DOUBT F W /SIDEUIT ELD -WEN® Steel W000 EDGE GLAZED INSULATED STEEL DOeIR 0 WING 6-8 UNITS WI 8 W/OUl GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY 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 SWILL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HIGH HIGH VELOCITY HURRICANE ZONES" SEE DESIGN PRESSURE CHART BELOW. 6, PROTECTION RPRESCRIBEDNINBSEC DEBRIS EXTERNAL FLORIDA BUILDING CODE. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) D oor l e eaf Consttr G alvamzed steel A -525 commercial quality - AKD0 per ASTM 620 with yield strength Fy(ave.) =47,575 psi. Face sheets 24 go. (0.021) minimum thickness, Core design; Expanded polystyrene with 1.0 to 1.25 lbs. density by Jeld -Wen, Inc. Panel Construction & alazino• The active and inactive panels are constructed from 240A. (0.021" min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom rails. The top rail consists of LVL measuring 1.67" x 1.042 ". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67" x 1.21 ". The cider of the face eheet are roll formed into the 1417. latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0 ". The interior cavity is filled with polystyrene. The (ace sheet is glued to the polystyrene. The panels are routed to receive the ODL or Trinity lite frames: The units are glazed with .125" tempered glass. The lite frames are wet glazed on the exterior. Sash Construction it glazing; The sash is constructed from 24GA. .021" min.) galvanized steel. The edges of the face sheet ore bent 90' over the polystyrene core and and glued to it. The sashes are routed to receive the ODL or Trinity lite frames. The units are glazed with .125" tempered gloss. The lite frames are wet glazed 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) 160A. 2 ". x 7/16" crown wire staples. The units use a bump face threshold measuring 4.041" x 1.0 ". The threshold is attached to the frame with (3) 16GA. 2" x 7/16 crown wire staples. TABLE OF CONTENTS SHEET i 2 3 & 4 5 & 6 7 8 DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS VFRTICAI CROSS SFCT1ONS & R11 L OF MATERIAL HORIZONTAL CROSS SECTIONS & NOTES ANCHORING LOCATIONS & DETAILS GI ATING nFTAII5 UNIT COMPONENTS - 74.5" OVERALL MAX. FRAME WIDTH - 36.625" MAX. - PANEL WIDTH .W /ASTRAGAL 36" MAX. PANEL WIDTH f 14" MAX. PANEL WIDTH _ r aglik C7 x 21 . 1 Z x21 .125' MAX M AX: w D.L.O. 0 .1.0. x W I DTH T. W IDTH j 4 xx Z X r r N r r co 1 - 1 -ACTIVE r ACTIVE Ci ALL UNITS ARE VIEWED 00161E D p FROM INTERIOR. OUTSWING UNITIIP. SEE DETAIL "A SHT.3 SINGLE OUTSWING UNIT 14" MAX. PANEL WIDTH • 6" MAX. D.L.O. 6" MAX. D.L.O. z r e a 1 r r r r y v r_. 70" OVERALL MAX. FRAME WIDTH 36" MAX. I PANEL WIDTH - 1 21.1 MAX. WIDTH SEE DETAIL "A SHT.3 Approved as complying with the FlorWa Bolding Code . Dote MOAN M1amI Da a Prague �?�Q I u• Ulan ay. 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH OUTSWING UNIT • DATE: • ee • • ••• • IS •• • . • • N W x N IN \W CH HI I- O M • 0 T V BUILDING CONSULTANTS, INC. 613.659.9197 12/13/01 scAtz: NTS owe. Br: WLN cmx. Br: RW DRAWING NO: S -21Ob SHEET 1 of 8 . gig z z 8 W • z • • 1 ••••• • m z ••••• • • 00000 000000 • • z • to • 0000 • ITEM DESCRIPTION MATERIAL bleP1a� ^NIe1.7:ieIHi !H1 nkist1aw tt[eYiW•II:R NW f Mil © HEAD JAMB M4 x 4 9 16 PONDEROSA FlNGER JOINTED.P81E' PINE I. II lUV AMII 4LX∎117a4'!t711W.Eillimi1t191A imams En ;'r'rh1>•;ILrfl'Cr! mari giva C7p. 'Si�bt�lCir'rl.i!Ij11111:''i mm IMILIIKE111101faitI0_111E MIMAIl:/eTH>f: '�11111 :9 • ° • rope • • • - e pee' STEEL 0008 LATCH LVL SIDE STILE 7.67' x r LW. 011 DOOR PANEL BOTTOM RML. (1.73' x 1.21' x .021' 7100. MIN. 2404.) - STEEL 00151660 BUMPER THRESHOLD (.050' EXBUDED ALUM.) ALUM. •rM °' I.'1131, J Jr -, • «,,d ry7 a r, n , . - FOAM 11 DOOR PANEL WOOD TOP RAIL 1.67 x 1 12 1/4' x 1 J /8' W000 MUWON CAP WOOD 13 DOOR HINGE WOOD SIDE SOLE 1.67' x 1' 91000 14 PEI p 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x.12.0") WOOD 16 I691. BRAD TRIM NAIL I' l . - =EL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) 8Y JELD -WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD S 9 R .2 MAX. . - - . KW SET 400 SERIES KNOB - I KWKSET TITAN 700 SERIES DEADBOLT . - GLAZING COMPOUND DOW 1199 SIUCONE SIUCONE 8 PHI F TH -1 WOO' R W STEE 25 1/2 PH FLATHEAD WOOD SCREW ' 8 x 2 N7469IW& STEEL 26 ASTRAGAL EXTRUDED ALUM: (WR68J W p • ALVM. — 27 NOT USED • E c 0L :.. x . - 'K. ` • - • • SILICONE CAULK CR LAWRENCE 33C). SILICONE e G ING COMPOUND (050 BY ODL) - '' S 014 8 x 1' PHIWPS PANHFAD WOOD SCREW (ASTRAGAL WR66J TO DOOR) • x ! 8' x 3/8" 1/4 ROUND SIDELITE STOP 1QQPq QQLL 1/ -20 SEX BOLT W/1 4 -20 FEMALE END x 1 3/4' L •SeTjjEL SCHLAGE !Noe sET F51 - "" - • —• ' TF G e 17 e :0 " :360 NI S N07 USED 38 " Q GLASS (BY PPG) LITE F R A M 1 8 CULSS (ODL HP POOP F. TH ' r - , - r rr • 39 7 Ie a I PANEL 24 -. e 1" 1 1 1 l 373�� e 8 x 1 2 PLASCREW LITE RAM • 1 INSULATED TEMPERED GLASS • • YALE KNOB HERITAGE SERIES - YALE DEADBOLT HERITAGE SERIES • • - 100 TRAAI0 1' GLASS (001. HP POLYPROP. THERMOFIL- P6- 30FM039L•). P01,11PR0P. 510EL • 8 x 2" PHILLIPS FLATHEAD WOOD SCREW E!IITL 7 16GA BRAD TRIM NAIL 3 4 L. 3/4' THK. x 4 9/16' DEEP PRESSURE TREATED REINFORCEMENT WOOD • OPRONAL EXTRUDED ALUM. ASTRAGAL. .050' WALL IMPERIAL ALUM. VII IZFEIMIHMEILIET 1 IIl_ usi ( 10 x 1 PHILLIPS FLATHEAD W OOD SCREW - EEL 111 '10 x 2" PHIWPS FLATHEAD WOOD SCREW ST EEL LITEF BY TRI NITY FOR 1 2° G, re / 54 1 2 INSULATED TEMP GLASS BY TRINITY /AMPAC - 55 LITEFRAME BY TRINITY FOR 1" CLASS POLYPROP 56 1 INSULATED TEMP GLASS BY TRINITY /AMPAC - — 57 LITEFRAME SCREW 16 X 1 1/2 PANHEAD STEEL Approved u complying wi h Ibe Florida : ofdlog Code Dote I a I NOM �Y�f.((I�•J: Miami Dade Peodac . By 2.1 MIN. PANEL THK. SEE NOTE .3 SHT. 4 SEE GLAZING DETAILS FOR GLASS THK. 1O VFRTICAI CROSS - SECTION - DOOR PANEL SEE NOTE 3 SHT. 4 SEE NOTE 6 SHT. 4 1.75 "MIN. z v PANEL THK. • V .15' Mj14. TEMP. CUSS THK. Z • 0 10 VERTICAL CROSS- SFCTION SIDELITE SASH • • • • • • • • • • • BUILDING CONSULTANTS. INC . 813.659.9197 SALE: > m• 4 ••• • • •••• • • z • ••••• to •— • •we••• • INACTIVE I T � ou SEE NOTE J SHT. 4 SEE NOTE .3 SHT. 4 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x .312' DIA. 0 TOP & (2) 8.0" L x .312" DIA 0 BOTTOM ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L x .312" DLL 0 TOP & (1) 9.0" L. x .312 " DIA. 0 BOTTOM SEE NOW 2 SHT. 4 SEE NOTE I SHT. 4 O 3 HORI7ONTAI CROSS SFC.TION AT ASTRAGAL SEE DESIGN PRESSURE CHART OFTAII "A" OPTIONAL SURFACE BOLTS ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" O HORITONTAL CROSS SECTION 3 AT ASTRAGAL OPTIONAL IMPERIAL ASTRAGAL SEE DESIGN PRESSURE CHART d ACTIVE h. B u V C i Y Nei �� . UJN ^< � SEE NOTE 55HT. 4 1.15" MIN. EMS. FXTFRIOR iLaBh2B 7 HORI7ONTAL ('ROSS SF(:T10N 3 HINGE 'JAMB TO BUCK .15 MIN. C -SINK .25" MAX. SHIM THK. 15" MIN. C -SINK SHIM THK 3 .25" MAX. O HORI7ONTAI CROSS SECTION LATCH JAMB TO BUCK SEE NOTE 8 SHT. 4 .15" MIN. • LW. • • • • • • • • •• • • •••� • • OOO • •2 in • • ••W.,, ' • • • • • 1 • 4 4 • • • ou • .. • • • • Approved as complyiag with the Florists 1 g SpQe Date ± .50 • e NOA14 Mimi lade Predate �1t 61 Mn By `• •• • • • • • •190 • 1•. 1 • • 0 N 0 n O 3? " CONSULTANTS, INC 813.659.9197 DAM 12/13/01 sC9LE: NTS DWG. er: WLN 0OL Br: RW DRAWING NO.: S -2105, men 3 or '8 1) O U ..,I t%1 o W • NCI • O ••_•••• _ • •1 • • •••• • ••• • • ••• •••• • • •••• • •• • SEE NOTE 5 SHT. 4 SEE NOTE 9 SHE 4 FXTFRIOR EXTERIOR INTFRIOR SEE NOTE 8 SHT. 4 SEE NOTE 3 SHT. 4 O o m 4 46'14 o SEE NOTE. SEE NOTE 4 SHT. 4 7 SHT, 4 SEE NOTE 6 SHT. 4 10 HORIZONTAL CROSS SECTION AT SIDFIHTF TO LATCH JAMB. TYP, SEE NOTE 3 SHE 4 NOTES: 1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0', 3.0" & 5.0 ". FROM THE BOTTOM UP; 1.0 ". 3.0 ", 5.0'. 20.0" & 2. SPACING FOR 110 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 ". 3. SPACING FOR 18 x 1 1/2" PLASCREW 15 AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN. FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN 014 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 18 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER 1S 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 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A I' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. 10. SPACING FOR ITEM 157 THE 16 X 1 1/2" PANHEAD SCREW ON THE DOOR LITE FRAME 1S AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (8) AT 3.25'. 10.625 ", 18.0625 ", 25.4375 ". 32.8125 ", 40.1875 ", 47.625 ". 55" & 62.375'. AT THE TOP & BOTTOM FROM RIGHT TO LEFT (3) AT 3.25 ", 11,475' & 20.5 ", THE SCREW SPACING FOR THE SIOELITES 15 AS FOLLOWS; FROM THE TOP ORWN ON THE SIDES: ( AT 3.25 ", 18.0625', 32.8125', 4.5625" & 62.625'. THE TOP & BOTTOM (1) SCREW AT 4.4375 ". 1.15" MIN. EMB. SEE NOTE 3 SHT. 4 .25" MAX. SHIM THK. N SEE NOTE ` n 6 SHT. , : . •... . ® 4 111M MINI (3 ) HORI7ONTAL CROSS SECTION' SEE 0 NOTE \....L.1,1 AT SIDELITE TO HINGE JAMB. TYP 7 SHT. 4 .15" MIN. COUNTERSINK J • ^a SEE NOTE 3 SHE 4 N 0 FXTFRIOR INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 7 SHE 4 T3 HORI7ONTAI CROSS SECTION AT SIDFIITF TO RUCK. TYP, SEE NOTE N • • • SEE NOTE 3 SHT. 4 4 SHT. 4 • • • •• • • •••••• •••• • • •• ••••• • • • •• •• • • • • • • • • • • •• • • •� • • • •• Approvcd as complying u1161Ae FIcrI4• :uldln9Co / / NO MI i1411 111e•2I001! P14Aon DI Ws. Dr // ' •• 2 w W I= CV CO OD cz Q 0 Co to 0 M Ua BUILDING CONSULTANTS. INC 813.659.9197 DATE: 12/13/01 SCALE: N. T.S. on. Br. WLN muc •v: RW DRAWING NO.: 5 -2105. SHEET 4 OF 8 • 0 UZ ••••• f z'n . • . p • o w••••• _y. • • • • _ip•••• 12 • • t• ••• • • • v1 • • Mom • • &I ••• • SURFACE BOLT OETAILF STRIKE PLATE WINDJAMBER ASTRAGAL ASTRAGAL STRIKE PLATE & OPTIONAL SURFACE•BOLT STRIKE PLATE SEE DETAIL "F" SHEET 5 SEE DETAIL H. SHEET 6 LTYP.�1 I_ 3" 3" 6 "—I 3 — 3 SEE DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 6 n SURFACE BOLT STRIKE PLATE DETAIL K SILL WINDJAMBER ASTRAGAL ASTRAGAL RETAINER BOLT HOLES & OPTIONAL SURFACE BOLT STRIKE PLATE • 6 Q tri 4.5" — 3" -1 I '. SEE DETAIL J SHT 3 "_ . " I I -1 SURFACE BOLT STRIKE, PLATE _OPTIONAL DETAIL F IMPERIAL ASTRAGAL ASTRAGAL STRIKE PLATE & OPTIONAL' SURFACE BOLT STRIKE PLATE F- 6 TY SEE' NOTE 6 SHT. 4 3" — 6" --1. F..- 3 3 --1 I I _ 46 TYPI I E-6 ". = 6 "-1 I- -3" 3 "- - 4.5" Lr r`.3" —4.5" SINGLF DOOR W /SIDELITES ANCHORING LOCATIONS SEE DETAIL G SHEET 6. • • • • . •• • •• ••• • •• ••• •••• • • •- •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • SURFACE BOLT STRIKE PLATE OPTIONAL DFTAII K SII IMPERIAL ASTRAGAL. ASTRAGAL STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE AppnrveJ escomI h I gg 106 Ws . FbnWa Bn di•g y /, Uule I . L NOM sLZIO:IMINOI: Ml m1 Dade Prodael Con L7 o • • JSo • . W�x • ..o3r • 80 3 • o • z a • N • • � •• • • O .• • •∎•••• • • X.03 - OOOOO • • ,o ••• Z •e•••• k ▪ c • • •••� •� • •, • •. I n g?' BUILDING CONSULTANTS. INC 813.659.9197 DATE 12/I 3/01 soli: NT.S. DIM Br: WLN oa. er: RW DRAWING NO.: S -2 1 SA _ o r B I 4. 1 3" m . i' . n 1 to co co u, m . � . 3 ° — SEE DETAIL "F" SHEET 5 SEE DETAIL K SHT. 5 DOUBT F DOOR W /SIDFI ITFS ANCHORING LOCATIONS OPTIONAI DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL 3 3 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL SEE DETAIL G SHEET 6 r- N n In n DETAIL J STRIKE PLATES TO JAMBS SLL NAIL > SHT. 4 Mir SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 6" --1 SEE DETAIL J SHT. 6 • uT vi n I _I © TYP: TYP. TYP. -=-0 © - = -4 r r 6" SINGLE DOOR ANCHORING LOCAT ONS DFTAIL G. HINGF TO JAMBS.& DOOR SEE NOTE 5 SHT: 4 SEE DETAIL G SHEET 6 •.i•••• • • •••• • • •.. . •••• • • • • • • • Alibi is " SEE NOTE 4 • • • • • • • • •• •• Approval u am plylap *kb the Florida I.klieg Cale Date a 4 r NOM/ . a141r011►•L Miami Dade Product ado D - 1 By •• • • • ••e • e• •4 • • • ▪ -0 • CO 0 2 z 0 S • O Z �• H < •. • Y = m• N • A • z� o g IV 4 o 0 a O Z R . BUILDING CONSULTANTS, INC 6'0.659.9197 DAIS: 12/13/01 SCALE N.T.S: OWG. Br: WLN auc trc: RW . DRAWING NO.: S ..2105 saWr. 6 Or ••••• . • . • • 0 0000 •••• ••S• • •••• • • •••• • ••• • • ••• Tl • 1 5" — 1I 3" 6° 3^ ° 6"3,71.1 " I iYP. 0. TYP. " II © TYP. y \_SEE NOTE 6 SHE _._C) � 3" 4 46 TYP. vi n I pp. SEE DETAIL r H SHEET SEE 6 SHT. 46 _ I 11 TYP II� 6 NOTE' 4 o-__ I^ I I Q TYP. Q TYP. — 3 f� 6" 3" 3 ° 3" _.... — -- j-- 3" 3" 3" 6^ 3" --+ C — ` 4., I 4. 1 3" m . i' . n 1 to co co u, m . � . 3 ° — SEE DETAIL "F" SHEET 5 SEE DETAIL K SHT. 5 DOUBT F DOOR W /SIDFI ITFS ANCHORING LOCATIONS OPTIONAI DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL 3 3 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL SEE DETAIL G SHEET 6 r- N n In n DETAIL J STRIKE PLATES TO JAMBS SLL NAIL > SHT. 4 Mir SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 6" --1 SEE DETAIL J SHT. 6 • uT vi n I _I © TYP: TYP. TYP. -=-0 © - = -4 r r 6" SINGLE DOOR ANCHORING LOCAT ONS DFTAIL G. HINGF TO JAMBS.& DOOR SEE NOTE 5 SHT: 4 SEE DETAIL G SHEET 6 •.i•••• • • •••• • • •.. . •••• • • • • • • • Alibi is " SEE NOTE 4 • • • • • • • • •• •• Approval u am plylap *kb the Florida I.klieg Cale Date a 4 r NOM/ . a141r011►•L Miami Dade Product ado D - 1 By •• • • • ••e • e• •4 • • • ▪ -0 • CO 0 2 z 0 S • O Z �• H < •. • Y = m• N • A • z� o g IV 4 o 0 a O Z R . BUILDING CONSULTANTS, INC 6'0.659.9197 DAIS: 12/13/01 SCALE N.T.S: OWG. Br: WLN auc trc: RW . DRAWING NO.: S ..2105 saWr. 6 Or ••••• . • . • • 0 0000 •••• ••S• • •••• • • •••• • ••• • • ••• Tl • SEE NOTE 3 SHT. 4 SEE NOTE .3 SHE 4 .5" GLASS BITE INTERIOR 0 GLAZING DETAIL 001. 38 1/8" TEMPERED GLASS HP POLYPROPYLENE (THERMOFIL—P6-30FM039 1) EXTERIOR .125" TEMP. GLASS .75"• AIR SPACE .125 TEMP. GLASS .75" STEEL INTERCEPT SPACER .5" GLASS BITE INTERIOR 44 O GI A7wG OFTAIL 001. 1" TEMPERED GLASS HP POLYPROPYLENE (THERMOFIL— P6- 30FM0391) 1.5625" C.4 tA Iii 1 SEE NOTE 10 SHE 4 SEE NOTE 10 SHT. 4 .75" STEEL INTERCEPT SPACER 5" GLASS BITE EXTERIOR • .125" TEMP. GLASS .75" AIR SPACE r+i .125" TEMP. 1 GLASS INTERIOR GLA7ING DETAIL TRINITY S$ 1" INSULATED TEMPERED GLASS LUPOY EU -5007 .5 GLASS BITE z • .125" TEMP. GLASS N ._ • EXTERIOR .25" AIR SPACE INTERIOR .125" TEMP. GLASS GLAZING DFTAIL TRINITY S3 1/2" INSULATED TEMPERED GLASS LUPOY ELI-5007 1.544" • • • • • •• • •s••'•• • •s•••• •••s • • 4") O *ignored as compllio; wit! IDs Florida B• i gC•.. Date . . NOAD . e4Milt•t Miami Dade Product Co DP last g /1/117/ • • • • • • • • •• • • • • •11 • • • is fa w 0 • i No p Co O z " BUILDING CONSULTANTS. INC 813.659.9197 DALE: 12/13/01 SCALD N.T.S. DWG. GA WLN 0O(. Err: RW DRAmIG NO.: • -3 -2105 7 or 8 h •a • sum • • • ••••• • 00000 • • sB 3 • • 00000 • • • • • O j I VI LATCH STILE 00 1 DOOR TOP & HINGF STILE -- I o 0 140" — .525" COMPRESSION WFATHERSRTIP SCHLEGEL 0 -LON 00S 65Q 0 n —1.75" I- 1.67" 0 8 11 4.5625" 2/1 WOOD FRAME SURFACF BOI T (1VF 75" SIFFL MODEL 454) O .912" .25" —I 49 IMPERIAL • FXTRUDED ALUMINUM '075" WAIJ, SEE DESIGN PRESSURE CHART. 8O H1.73 " — I DOOR STEEL EDGE CAP, BOTTOM 1 .75 "I— STRIKF (IVES .125" STEEL) -1- DRILL, TRU FORA #8 !s, SCREW WOOD m _ SCREW 2PLCS V N 2.375" 1 - X 1.0 " T i . 1 ,�I csi 1 1.767" - -1 ASTRAGAL HAS (1) 9.0" L. x .312 " DIA. BOLT ® TOP & (1) 9.0" L. x .312" DA. BOLT ® BOTTOM ASTRAGAL 074/0a44BER (WR68J T6 -6060 EXTRIJOFD ALUMINUM 3.0" WINDJAMBER 11 WR68J STRIKF PLATE STEEL PLATE ASTRAGAL HAS (2) 8 .0" L. x .312" DIA BOLTS ® BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS 0 TOP DRILL 'TRU FOR .357" DIA ASTRAGAL RETAINER BOLTS • 0 r OUTSW NG BUMPFACF THRFSHOLD IOW PROFI .050" EXTRUDED' ALUMINUM 4.041" .097" •••• - O 4 x 4 STEFI D0012 .0 �IAc• U /" I HK. SI ttL f• HO`' •••••• ' • • • • • • • 11.8 % ". • r L 15 WOOD l OCK BLOCK. 1.71" THK, Approved m compljiug 'AM the Florida uld'ug ' i1 DateO r NOM wisell'.IYfWf• MIamI Dade PsWddc* DI 87 • •. • • •• DATE c cc (5 v1 . O • ° .i ° 0 ••• • • �_ • °O'° •• • •• \" a 000000 ,o_ a 6 • ••• O /3= • • u. • • • er•.Wr— BUILDING CONSULTANTS. INC 813.659.9197 1 SCALE: NTS owc Err: WLN na:9r: RW mama NO. 5 -2105 SHEET 8 OF 8 'o C ••••• F- • • • •• ••• • f 11 P•II •• ••• 0 z • cn • N • 'Nu MEAN ROOF HEIGHT 13 ft PRESSURE RATINGS FOR SPECIFIC OPENINGS BELOW TAKEN FROM FROM F.B.C. 2004 TABLES 1609.68- 140 MPH- EXPOSURE C (3 SECOND WIND GUST) OPENING DESIGNATION PRODUCT APPROVAL CCEPTA(NO ) NUMBER }BIND NE NT.(4 OR L END 5) ) PRESS. RATING REQD. FOR OPENING PRODUCT APPROVAL RATING SHUTTERS COMMENTS MARK WIDTH" HGHT" AREA ( +) P.S.FIF)C) ps.F. (4-) FE P.S.F. (YES /NO) 310X78 3/4 DOOR 17.2sgft 02- 1211.18 4 +43.0 -46.2 +66. 7 -70.0 NO IMPACT RESISTANT 36X80 DOOR 0.0.sgft 02- 1216.09 4 +40.8 -44.4 +50.0 -50.0 NO UNDER 25X RULE 3 371080 3/4 DOOR 1.0.sqft 02- 1211.16 4 +40.8 • -44.4 +50.0 -50.0 NO .` ` • UNDER 25Z RULE 4 - • •l• ` \ D 11/16/2005 JOB/ 05110904 SCALE : N.T.S. 1 EXIST. WINDOW 37X38' 96X90" EXIST. GARAGE DOOR EXIST. WINDOW 74X50' COUuING, STEPHEN 443 NE 100 ST. MIAMI, FL. 33138 NEW 00 371¢X® 3/4" EXIST. WINDOW EXIST. WINDOW 37X38' 37X3B' • 41 A NEW DOOR 36X00' DOSE WINDOW EXIST. WINDOW 74X63' 74X63' EXIST. WINDOW 112 X63" 1. REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS 2. NO CHANGE IN SIZE WHERE MADE. NO MODIFICATIONS TO EXISTING OPENINGS 3. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS W/TH 3/16" DIAMETER 7APCON" SCREWS WITH MINIMUM 1 1/4 EMBEDMENT INTO CONCRETE PER DOOR MANUFACTURE'S PRODUCT APPROVALS. 4. SHUTTERS ARE NOT REQUIRED PER 2004 FBC SECTION 2413.01 EXIST. WINDOW 74,00" EXIST. WINDOW 106X63' rn f`7 T\ 6C 0 m e rr a � STRUCIURAL DESIGN REVIEW BY: GORDON F. BUCK CONSULTING ENGINEER P.E. # 37549 4202 WATERV/EW CIRCLE PALM SPRINGS, FL. 33461 (561) 965 -1420 • PREPARED FOR PERMIT PROVIDERS 10475 RIVERSIDE OR. PALM BEACH GARDENS FLORIDA 33410 561- 514 -5253 25% Rule Calculations Coughing Residence Square Footage to be Replaced 40.555556 Square Footage Remaining • 301.52083 Total Square Footage 342.07639 Percentage being Replaced. 11.86% Openings Being Replaced Opening # Width Height Total Opening # Width x Height Total 1 36 x 80 20 1 74 x 50 25.69444 2 37 x 80 20.555556 2 37 x 50 12.84722 3 x 3 37 x 38 9.763889 4 x 4 37 x 38 9.763889 5 x . ' . 5 37 . x 38 9.763889 6 x 6 37 ` x 38 9.763889 Total Square Footage being Replaced 40.555556 7 37 x 38 9.763889 8 37 x 63 16.1875 9 74 x 63 32.375 10 74 x 63 32.375 11 106 x 63 46.375 12 37 x 38 9.763889 13 74 x 50 25.69444 14 37 x 50 12.84722 15 37 x 50 12.84722 16 74 x 50 25.69444 17 112 63 0 18 x 0 19 x 0 20 x 0 Total Square Footage Remaining 301.5208 BUCK ENGINEERING, INC. GORDON F. BUCK, P.E. (37549) 4202 WATERVIEW CR. PALM SPRINGS, FL 33461 PHONE /FAX: (561) 965 -1420 �! BUILDING COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen ®" 6'8" W/E I Glazed Insulated Steel Door w /wo Sidelites APPROVAL DOCUMENT: Drawing No. S -2195, titled "Wood Edge Glazed Door w/ & w /out Sidelites Up to 107" x 6'8 Inswing Unit ", sheets 1 through 7 of 8, prepared by R.W Building Consultants, Inc., dated 12/14/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered 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. TERA'IINATION 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 NOA # 01- 1224.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. biss-6?-oS 125Y NOA No 02- 1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page l Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No: S -2195, titled "Wood Edge Glazed Door w/ & w /out Sidelites Up to 107 "' 6'8 Inswing Unit ", sheets 1 through 8 of 8, prepared by R.W Building Consultants, Inc., dated 12/14 /01 with revision 3 dated 10/22/02. B. TESTS 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a DoorCraft series opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10 /23/02, signed and sealed by Ramesh C. Patel, P.E. Submitted under NOA #01- 1224.02 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration outswing and inswing glazed wood edge steel door, prepared by Certified, Testing Laboratories, Test Report No. CTLA -697W, dated 11 /11 /01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter. dated April 11; 2002 also signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 12 /2/02, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schimdt, P.E. Submitted under NOA #01- 1224.02 2. Anchor Calculations and structural analysis dated 12/15/01, prepared, signed and sealed by Wendell Haney, P.E. with addendum letter dated April 7, 2002 also signed and sealed by Wendell Haney, P.E. E -1 Jdu J aime Eisen, P.E. ct Control Division NOA No 02- 1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0718.08 issued to ODL, Inc. for "HP. Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 697W/DADE01014, dated June 05, 2001 and Nov. 14, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports No. J9906660 -001 for "Surface burning characteristics" per ASTM E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. 4. Notice of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. E. STATEMENTS 1. Statement letter of no fmancial interest, dated 10/10/02, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 01- 1224.04, issued to Jeld -Wen, Inc. for "Series "DoorCraft ®" 6'8" W/E Inswing Glazed Insulated Steel Door w /wo Sidelites" dated 8/15/02, expiring on 8/15/07. E -2 Jaime Eisen, P.E. Product Control Division NOA No 02- 1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 JELD- WEN® Steel WOOD EDGE GLAZED INSULATED STEEL DOOR INSWING 6 UNITS W/ 8 W/OUT SIDELITES l GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2. W000 BUCKS BY OTHERS, MUST BE ANCHOREO 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 DOES NOT MFFT 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. SIDEUIES 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: Face sheets 24 ga. (0.021") minimum thickness, Galvanized steel A -525 commercial quality - AKDQ per ASTM 620 with yield strength Fy(ave.) =47,575 psi. Core design Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction & gluing: The active and inactive panels are constructed form 24GA (0.021' min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom rails. The top rail consists of LVL measuring 1.67' x 1.042 The bottom roil is roll formed 0.021' galvanized steel 1ilduaualty I.0r . 1.21'. The sides of the face sheet are roll famed 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 001 or Trinity lite frames. The units' are glazed with 0.125' tempered glass or 1.0" ins. glass. The lite frames are wet glazed on the exterior. Sash Construction & glazing: 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 ODL or Trinity lite frame. • The units are glazed with 0.125" tempered gloss or 1.0" ins. tempered glass. The lite frames ore wet glazed on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 4.bb3 x 1.25 ". The head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2' x 7/16" crown wire staples. The units use a slope adjustable aluminum threshold meas. 4.562' x 1.173. The threshold is otteched to the frame with (3) 16ga. 2 x 7/16' crown wire staples. TABLE OF CONTENTS SHEET / 2 3 4 5 6 7 8 DESCRIPTION GENERAL NOTES AND TYPICAI ELEVATIONS VERTICAL CROSS SECTIONS & BILL OF MATERIAL HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS & NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS UNIT COMPONENTS GLAZING DETAILS & UNIT COMPONENTS 4.5" OVERALL MAX. FRAME WIDTH - 7 - 36.625" MAX. 3 6" MAX. PANEL WIDTH PA WIDTH W /ASTRAGAL DOUBLE INSWING UNIT W SEE DETAIL "A' 37.5" OVERALL SHT.3 MAX. FRAME WIDTH 36 MAX. r PANEL WIDTH 1 aC e 21.125" MAX. D.L.O. WIDTH r SINGLE INSWING UNIT 14" MAX. PANEL WIDTH 6" MAX D. L.O. ALL UN TS ARE VIEWEQ FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX. PANEL. WIDTH W /ASTRAGAL PANEL WIDTH > Ir 2 1.125" MAX. 0.L.O. WIDTH ✓ r r r IN- ACTIVE DESIGN PRESSURE RATING NOTE: WHEN USED IN %CH YELCCnr HURRICANE ZONES' urns IS.511 eC NSpla/ GU AT =Me PROTECRD er A Warr 01 OVER Ma Slat MD at 5X01 BLt4a1T ad' ERE CF 50017 4 mama 10 51( 545 5 Im aRX CT. Ulm We 11 MINDS a 501- 415f7451 ARIAS N4S TXC NSA a Ct90(5 0 MCD5 14101 IFU1G141 UNIT TYPE SINGLE & DOUBLE W /OUT SURFACE BOLTS ON ACTIVE PANEL SINGLE & DOUBLE WITH SURFACE BOLTS ON ACTIVE PANEL . POSITIVE NEGATIVE +50.Opsf 50.Opsf . +65.0psf - 65.0psf MAX. FRAME WIDTH �` 36' MAX. I PANEL WIDTH TED ®SEE DETAIL A SHT.3 70' OVERALL • • r 21.125' MAX. D.L.O. WIDTH ACTIVE 15.5' MAX. FRAME WIDTH 14' MAX. • PANEL WIDTH 6" MAX. D.LO. SINGLE W /SIDELITES INSWING UNIT 15.5" MAX. FRAME WIDTH 14' MAX: PANEL WIDTH 6 MAX. D.L.O. d DOUBLF W /SIDFI RTFS INSWING UNIT w 0 0 ci m PRODUCT REVISED g Codie il�IYIhrW A4epnwa No 02-1211./G, lL Ov z N. tD W U o z 30 2p v N� u'I uj C' z N m 07 6p. a e 1 N z s O 8 0 a 0 z ul z 0 x BUILDING CONSULTANTS. INC. 813.659.9197 oAsr 12/14/01 scam NTS owo. BY: WLN CHIC. Br: RW DRAWING N0.: S -2195 SHEET 1 or 8 g i g „3 . N 1 r I u 1.75" MIN. PANEL THK. 0 VERTICAL CROSS-SECTION 000R PANEL SEE NOTE 2 SHT. 4 EXTERIOR ' INTFRIQft SEE GLAZING 0E7A1LE CWT. 6 SEE NOTE 2 5H 4 ©m� �'' SEE NOTE 7SHTT 4 P IS SEE NOTE 7 SHT. 4 t l. d 1.75" MIN. PANEL MK.. 2 c d • W N INTERIOR 1 FXTERIOR I I .125 " MIN. TEMP. GLA55 ThK. 2 VERTICAL CROSS- SFCTION SIOEUTE SASH N x ITEM • DESCRIPTION. MATERIA f!•1313 A LL. I• P310IH 1111R 1101:1:1iLSq_ © lI71011 :=101716 PONDEROSA 776009 J0IN . PUIE'InGZEMII 61♦ I:.::.:ZI IEU1rallIW iNIffilil3M1 v F iT11111, r.�n ° OfWL>Li�JUrv; ro:•.. ■IS,o:V',''1N /:'N4' i.I t�omtx • ' 11 6 .l�rt:'If�•C IN �:YTHia�� j 0009 IA7CH LVL SIDE SOLE 1.67' x 1" .. � .ma fr , 1 Is .021 MK. MIN 1,4 11•' 1Li.! • DOOR PANEL I,000 t0' .67 • 1 !1. "' 6000 5 1.6 x I 010 x 1 3/4" P711 WOOD_ SCREW WOOD LOCK BLOCK 1 x 4.0" • 12.0") 1664 BRAD TRIM 1 L. a •AND D Kt to 1 .. (Fro ,L- i NOT USED 2x W000. SUS BUCK iI7F '1:TPW71(4:In1R•FrM KWIKSET 400 SERIES KNOB KW1K TITAN 700 S_RI_ •08..T r{)lf lIC#'4f�:llS�i�J1:1x1�1':l 11�t�1�f:f tE'll3a� liglfmmtr IM F1lUfss rapiTia!® �rirx 11f.7.TFtiiJ• Plot - T` 4" • . . ALUM. • 28111146 7711 DOOR BDROM .r . I I1.1 ON U • L V w' NC A •: 4. 4 1.141. . •1. • :1 8,I " x 3 1 4" ID T STO 116661 iT.�f(!Li�7f:T. 7fi 4 TT. l ltiVt�lilXrlYx;lX�1n��771 =1�iTJ ten•_ ___ lEl riL _'n''4I . tk nl.. VII1Jil3MENIEEIKUUNIME31A3M1 CFA rLENWillgartIMM111M113390 1 INSIJLAT.0 8 .' . .1 ASS YALE KNOB HERITAGE SERIES YALE 004060LT HERITAGE SERIES TE FRAME I" GLASS (00L HP POLYPROP. MOTWRL- P6- 3OFNO391) 8 • 2 PHIUIPS RATHEAD 6000 SCREW rriVLIEWILI 11111112Z9V 4 x 4 • 1. • T ''E iREA r NFO N " ND COMPOUND 006 1196 LATCN ,1448 I 14 • 4 9 16 • "'. MGR JOINTED PINE 10 , 1" PNILUPS FLATHEAD 6000 SCREW 1 10 • 2" PHBUPS FLATHEAD WOOD SCREW U FRAME 8Y MINIM F. • 1 ' CLASS - v UT FRAME BY TRINITY . 1 - 1 INSULATED TEMP. 01A55 BY 66167Y AMPAC INSULATED TEMP. MASS BY MITT 5TEFL 1VL STEEL W000 STEEL FOAM W000 5 CO woo0 STEEL SILICONE STEEL STEEL PO YP'.P P111111111:1EMINZUE11111111111111111111111.1111111 PRODUCTREYIS60 ecomPbbiwtl tho Mali Coal Asceptasoo Dow 7 0 n N 16 m 0 0 2 Z O 5 ?" WELDING CONSULTANTS.' INC. 813.859.9197 DATE: 12/14/01 SCALE: • NTS owe. BT: WLN CMS. on RW 06AAIND rro: . • 5 -2195 16188 _2_ or • SEE NOTE 2 SHT: 4 g d a. ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0- L. ..312 ou. 0 TOP a (2) 8.0 .312" OA 0 BOTTOM 1.265" MIN. ENEL SEE NOTE 4 5141. SEE NOTE SHT. 4 0 HORI7ONTAI CROSS SFCTION AT ASTRAGAL SEE DESIGN PRESSURE CHART SHIM MIK. MIN. I C-SINK ( T) HORIZONTAL CROSS SECTION LATCH AMR TO BUCK 1 ACTIVE FXTFRIOFT INTFRIOM, 0 HORIZONTAL CROSS SECTION HINGE ..IAMB • TO BUCK .2r MAX. SHIM THX. .15' MIN. C-S1NK I OFTAIL"A" OPTIONAL SURFACE BOLTS SEE DESIGN PRESSURE CHART 1.265 MN. ACTIVE ID INTERIOR SEE NOTE 7 514T.4 • PRODUCT REVISED PymPbbi WI4,Th,j14 o MEIN Dia • Mamma 02- 121 1 b Ons 7 • Cannel - 2 NW eurums CONSULTANTS. INC 813.659.9197 mit 12/14/01 SCAM NTS DWG. 6Y WIN DAL RW DRATING —2105 star 3 or _g_ g 3 in ul SEE NOTE • SHT. 4 SEE NOTE 8 SHT. 4 SENOTE 6 SHT. 4 2 SEE NOTE 3 SHT. 4 SEE NOTE 4 SHT. 4 SEE NOTE 5 SHT. 4 b U Z � j LO O 1 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP . NOTES: • SEE OESIGN PRESSURE CHART 1. SPACING FOR 18 x 1." PFH SCREW ATTACHING THE WINOJAMBER ASTRAGAL TO. THE INACTIVE 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 /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 3iOE5;• 3.0 ", 13.0 ° , 25.0', 39.8 32.0" & 83.8 ° . 3: SPACING FOR BRAD TRIM NAIL 3/4 L. ATTACHING THE QUARTER ROUND TO THE SIDEUTE I5 AS FOLLOWS; • TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH W000 SCREW. WHEN ATTACHING. THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2." PFH W000 SCREW. 5. SPACING FOR 18 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. .. 6. THE SIDEUTE 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. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2 PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE /10 x 1 3/4' PFH WOOD SCREW. 8. THE MULLION CAP IS ATTACHED TO -THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A I" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 9. SPACING FOR ITEM 157 THE 16 X 1 1/2" PANHEAO SCREW ON THE 000R UTE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (8) AT 3.25', 10.625 ". 18.0625", 25.4375 ", 32.8125 ". 40.1875 ", 47.625 ". 55" de 62.375'. AT THE TOP do BOTTOM FROM RICHT TO LEFT (3) AT 3.25 ", 11.875" & 20.5 ". THE SCREW SPACING FOR THE WRITES 15 AS FOLLOWS: FROM THE TOP DOWN ON THE 510E5: (5) AT 3.25 ". 18.0625 ". 32.8125 ", 4.5625" & 62.625 ". THE TOP & BOTTOM (1) SCREW AT 4.4375 ". • SEE NOTE 2 SHT. 4 SEE NOTE 2 SHT. 4 1.15" MIN. EMB. .25" MAX. • SHIM THK. FX TFRIOR G ' INTERIOR .15" MIN. r - COUNTERSINK ^ 0 4 33 HORI7ONTAL CROSS 5FCT1ON AT SI0EIITF TO PUCK. TYP. SEE NOTE 3 SHT. 4 SEE NOTE 6 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE 6 SHT. 4 F Y ? N SEE NOTE r 2 SHT. 4 SEE NOTE 3 5747. 4 • 22 HORIZONTAL CROSS SECTION AT SIf)FI ITE 70 HINGE JAMB. TYP. SEE DESIGN PRESSURE CHART EXTERIOR a INTFRIOR Z x 4 3 y U SEE NOTE 2 SHT. 4 PRODUCT REVIEW) alliP1, WS de FY* Mass Code . a_ Expn 8 Y MYml fit • .ate CsoUtd DdrY N BUILD NG CONSULTANTS. INC 813.859.9197: DAM 12/14/01 wax: N. T.S. OM. ST: WLN Q«: et RW ORMAN° NO.: S -2195 SHW 4 or 8 3.0 —10. 6.0" 1 r 3.0" — '— SEE DETAIL K SHT. 5 0 v 0 • 6.0" —j r— DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 7 SHT. 4 SEE DETAIL 'F" SHEET 5 .DOUBLE DOOR ANCHORING LOCATION* SURFACE BOLT QpFTTAII F HF & STRIKE PLATE WINDJAMBER ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE & OPTIONAL SURFACE 64LT STRIKE PLATE SEE DETAIL G SHEET 5 n SEE NOTE 4 SHT. 4 OETAII J STRIKE PLATES TO JAMBS SEE NOTE 4 SHT. 4. SEE NOTE 4 SHT. 4 0 n L 6.0' 3" — SEE DETAIL r J SHT 5 d I TY . TYP. DETAIL K SIIJ. WINDJAMBER ASTRAGAL RETAINER BOLT HOLES & OPTIONAL SURFACE BOLT STRIKE PLATE _3" . 3 . 6.0" 6.0" —{ I Q I I I 3.0" F-- 3.0" 3.0" =40 EE NOTE 5 SHT. .4 f r 3:0' I I 46 TYPI I I f .I T 3" - -I 1— --I I.6.0" 6.0" --� — 3" 3" — 6.0" — — SINGLE DOOR W /SIDELITES ' ANCHORING LOCATION* ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH. FOR A 2' THROW SURFACE BOLT STRIKE PLATE 6.0" k- 3" 1-6.0" DETAII H STRIKE PLATE TO WINDJAMBER ASTRAGAL SEE DETAIL G SHEET 5 "', IRODUCT REVISED ' . • s compbnv lOn Rod** Dian Orb Elgin Acceptant Nei .-1211: 4 u1 Control a • g; o. � z � z 0 9_ z — P. 0 8:0 g • Q g3, '' s 0 _ a N 8 N a 0 0 z u, z 0 ✓ 416BU4.Owa CONSULTANTS. INC 813.659.9197 BATE 12/17/01 Swe N.T.S. arc. Br. ' WLN air. BT: RW• BQANNC O.r .5 -2195 SN[[T i 5 , Or 8 1 1 " 33" 6" _ _ � \SEE NOTE 5 SHT. to 'i 4 In N. US 46 • L f 5 I I II SEE DETAIL f H SHEET O SEE NOT SHT. 46 I I I 5 4 _ ^ _ _ 6 SEE DETAIL "F" SHEET 5 SCE DERAIL K SHT. 5 DOUBLE DOOR W /SIDELITFS ANCHORING LOCATIONS 3 " SEE DETAIL G SHEET 5 6 "-1 SEE DETAIL J SHT. 5 v1 h - 1 TYP. 1-- 6" SINGLE DOOR ANCHORING LOCATION$ SEE DETAIL G SHEET 5 PRODUCT REVISED ▪ eatplylia with Ow FIi dd. • Csik Mepdoa ne - .I By so Ces1rvl CC CT t0 ti ,cc Z Q? CO Lu w ••• MU G. U 0 0 tn 1 ! ! 0 8 0 n N 0 Z z 0 MOWING CONSULTANTS. INC 813.659.9197 MID 12/17/01 SCALE: OwC. er: WLN RW URATNMG 5 -2195 SHUT or it 4.5625" WOOD FRAME 4.562" O1 ADJUSTABL 23 E INSWING THRESHOLD W /ADJUSTABLE CAP co BY IMP ROIL .051" WALL THK. r _ 2.06.3" 4.562" ADJUSTABLE INSWINGTHRESHOLDINSWING THRESHOLD 36 W /SIOELITE BOTTOM SEAL BY IMPERIAL .051" WALL THK. 1.67" J L 0 7 LVL LATCH STILE 0 J [7 1.67. 0 0 D00R TOP & HINCF STII F DOOR STEEL EDGE CAP. BOTTOM —I.75" I-- 6 " 0 N SURFACE 801 T (IVFS..25" STFFL MODEL 454) ,4STRAGAI 1Y/A/WA4 /1 (WR68J T -6060 EXTRUDED ALUMINUM ASTRAGAL HAS (2) 8 .0" L. x .312" BOLTS ® BOTTOM & (2) 8 .0" L. z .312" BOLTS ® TOP 26 COMPRESSION WEATHERSRTIP SCHLEGEL 0 —LON QOS 65Q OIA. DIA. DRILL TRU FORA #8 PFH WOOD SCREW 2PLCS 3.0" WINDJAMBER 11 WR68J STRIKE PLATE STEEL PLATE .45" DRILL TRU FOR .357" DIA. ASTRA GAL. RETAINER BOLTS 1.68" —I to .156" .45 INSWING DOOR BOTTOM 0 SWFFP. " FXTRUDFI) VINYL .060" THK WALL TYP. 4— .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 11.875" DIA. VARIES W /LOCK USED WOOD LOCK BLOCK. 1.71" THK. 15 PRODUCT REVISED O oupM1a17116DM Wee Ode a'"''°'F".y.1. 0 3 U z 8 rsi Fc O 0 z 1n 0 V) v V UU BURAINC CONSULTANTS. INC 813.659.9197 oA1G 12/14/01 scAU[: NTS oWc. Br. WLN CNx. Br..: RW • BRAVWC NC.: S -2195 WET 7 or 8 tO SEE NOTE 3 SHT. ,4 .125" pzuw-M .4( 2.4375" LITE FRAME ODL HP POLYPROPOLENE (THERM0F1L —P6 —30FM0391) 1/8" GLASS FRAME ,r) Cq 0„11, 2.4.375" I ITF FRAME OOL HP POLYPROPOLENE (THERM OF7L — P6-30FM0391) 1" GLASS FRAME FXTFRIO . 125 ° TEMP. GLASS INTERIOR .5" GLASS BITE GLAZING DETAII FOR DOOR PANEI SIDELITES 1/8" TEMPERED GLASS sEE 0E00 PRESSURE CHART 1.75" ---I 2.521" TRINITY LITF FRAME LUPOY EU-5007 1/2" GLASS FRAME —1 1.013" TRINITY LITE FRAME LUPOY EU-5007 ousr, MAME SEE NOTE 3 SHT. 4 SEE NOTE 9 SHT. 4 .125" TEMP. GLASS .75" AIR SPACE . 125 ' TEMP. GLASS . 75 " STEEL INTERCEPT SPACER .5" GLASS 8ITE GLAZING DFTAIL DOOR PANEL 1" INSULATED TEMPERED GLASS sEE DESIGN PRESSURE CHART (OPTIONAL PANEL. GLAZING) .75" STEEL INTERCEPT SPACER .125" TEMP. GLASS • EXTERIOR .75" AIR SPACE .125' TEMP. • GLASS . INTERIOR GLASS BITE GLAZING DFTAk, 1" INSULATED TEMEPERED GLASS . TRINITY LITE FRAME . SEE NOTE 9 SHT. 4 EXTERIOR INTERIOR .25" STEEL INTERCEPT . SPACER .5" GLASS 8ITE GI A7ING DETAIL, 1/2" INSULATED TEMPERED GLASS TRINITY LITE FRAME .125" TEMP. GLASS Dams .25" AIR SPACE INTERIOR .125" TEMP. GLASS ev 0 z 0 5 ,Y l4 �uILDINo ONMUUMITS, INC 813.659.9197 Doe 12/17/01 WALL N.T.S. OW B WLN OI1C.BY, RW MUMMONO.: 5=2195 SHEET 8 ix 8