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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 5r4 12 u E ' 'Z 1 r?. PERMIT NU1V1'' �: / � 0 V ©' Ly i PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCq VN�® Fort Pierce, FL 34982 (772) 462-1553 f. �uc1e COMty - APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: S1( 0 7 ,j y/`%I��i} /J let V ee& DOOR T P/t 2 e E _ FL 2. PARCEL 111) NUMBER:f 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: R��v1e �/c AM� ��� )L4+CC_ �x 7'£IZ I uopi 6^1 510S. " � 7grr�o82 F✓lfrvrr 17 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION FL Re Cert #: CQe- t33o 0 3 o Name:Fo2e5Z i►J Gw"t�'ItTd-QVN 44n(To/S � Address: 4140 S w /SA u1 4v County Cert #: City: SouT[�Ivfe;7 &Pe*fS State: �L Business Name: NAr� D E� C�ANDEi SJ� Lt L -Phone: 1.53t -q-TY "°o g 3 Phone Number: *77 L • 8S S 36W2 Opening Design Pressure Design Manufacture Model # Method of Attachment # Windows, Swing Doors, A.S.C.E - 7 Pressure Florida Product Approval # Skylights, Fixed Glass Product 2/ O 120 mph 30 mph 40 mph 6&D-ld fifizoa-• Windows & Skylights z E 'w Of Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 'ISS^0FEES DUE: ." `%P.....0'• — RECEIPT: M •xpc c7I "ram OWNER-s AFFmAvrr: I certify that all of the information contained in this application is correct and that all work will be done • ry ;, pliance with alllicable laws regulating construction d z mID � Z C M C3 -0 vx PRINT QU IFIE RS NAM[E A OF QUALIFIERIOwNER �W 0 .p STATE OF FLORIDA, COUNTY O Al:_I.R"PERSON O TITLE: NOTARY PUBLIC aTA • •' t 1 r • COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2'copies. of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This.application for:replacement of Windows;.Skylights, Doors .&.Overhead. doors to,be _used for only those activities that are not otherwise included under a primary building permit. This application for Permit may,not'be used -for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in ;addition to .the. replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process.` ` The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: " l' - :: `:�:::.......:.:::.:.: Indicate the street address; or general -location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place: r. - ", -� �- •. t ', .. , . is - 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity, under permit application. 4. OWNERS'INFORMATION:................................................. Indicatethe name and address"of the owner•ofthe property on which thpprc#ct, is.ta be: installed. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION ............................................ Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Depart merit, °at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Mirlande Moise From: Kara Wood Sent: Friday, January 21, 2011 11:08 AM To: Mirlande Moise Subject: Re: Historical Mirlande, I'm in a meeting all day & I don't have his phone number. Please contact him & tell him he can do it and tell building permitting I approved it. Thanks, Ira Mirlande Moise <moisem@stlucieco.org> wrote: JD Gandee came to see you regarding a property located on 5407 Indian River Dr. He is trying to get a permit to replace two doors; however, the property is over 50 years old. He was trying to accomplish his goal of getting the permit today, please give him a call at your earliest convenience. Thank you Mirfande Moise Plafining & DeveC pment Services Planning Division (772)462 2822 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the --,7,'icy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the nmunication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. rQa-r) G�cc� rs P�J� 5 � dLc der MIAMFD DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE 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 Wen, Inc. 3737 P Y 3737 Lakeport Blvd. Klamath Falls, OR 97601 FILE SCOPE:�rrr�,•t �� o /• �� b� This NOA is being issued under the applicable rules and regulatdons 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: The Jeld-Wen Series f°Premium" — Outswing Opaque Fiberglass Doors w/ Non -Imp Sidelites APPROVAL DOCUMENT: Drawing No. JW102006, titled "8'0 O/S Opaque Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02-14-2008, signed and sealed by Eric S. Nielsen, P.E., 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: Limitation: 1. Doors: Large and Small Missile Impact 2. Sidelite: None: Approved Hurricane Protection Devices complying w/ FBC are required. 3. Units are not rated for water resistant, unless meet exception requirements per FBC. 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 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. MIAMMADE COUNTY NOA No 06-1215.03 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 Page I Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JW102006, titled "8'0 O/S Opaque Fiberglass Door" Sheets 1 through 10 of 10, prepared by PTC, LLC dated 12/06/06 and last revised on 02-14-2008, signed and sealed by Eric S. Nielsen, P.E. 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) Large Missile Impact Test per FBC, TAS 201-94 (Doors only) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94(Doors only) 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 Opaque Fiberglass doors w/Sidelites, prepared by Architectural Testing Lab, Test Report No. 65297.01-301-18 dated 08-21-2006, signed and sealed by Joseph A. Reed, P.E. 2. Additional reference test report No. 75771.01-301-18 dated 08-08-07, issued by Architectural Testing Lab for LVL mulled glazed units per TAS 202-94 and TAS 201/203-94 (Doors), signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, dated 12/1'1/06 and last revised on 02/14/08, prepared by PTC, signed & sealed by Eric S. Nielsen, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance, Component NOA No. 06-0411.01, issued to Jeld-Wen for "Premium Fiberglass Door Skin with PURfiber" expiring on 08/17/2011. 2. Test Report No. ETC4990006660-001, prepared by ETC Laboratories., issued to Jeld- Wen Inc, dated 04/08/99, EPS Foam, tested per ASTM D 1929"Self Ignition Temperature"; ASTM E84 "Flame Spread Index", ASTM E84 "Smoke Developed Index", signed and sealed by Fredrick D. Muskeet, P.E. 3. Notice of Acceptance No. 07-0214.07 issued to ODL, Inc. for "Aluminum Glazed Lite kit Assembly -Component approval", expiring on July 28, 2010. 4. Notice of Acceptance No. 07-0214.08 issued to ODL, Inc. for "Non -Imp HP Polypropylene Lite kit Assembly -Component approval", expiring on Dec 30, 2010. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 12/11 /06, signed by Eric S. Nielsen, P.E. 2. Lab compliance statement as part of above test reports. G. OTHER 1. None 1e�,�� Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06-1215.03 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 E-1 JELDIWEN® PREMIUM FIBERGLASS DOOR OUT -SWING B-0 OPAQUE (IMPACT) & GLAZED SIDELITE (NON -IMPACT) 1. THIS PRODUCT IS DESIGNED TO MEET THE 2004 FLORIDA BUILDING CODE AND HVHZ STANDARDS 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OMCI4L 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED ON SIDEUTES 5. DESIGN PRESSURE RATING SEE TABLE I PAGE 1. 0. SIDEUTES ARE AN OPTION AND GW BE IN A SINGLE OR DOUBLE CONFIGURATION. SIDEUTES ARE NOT IMPACT RESISUNT AND APPROVED SHUTTERS ARE REQUIRED 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS UNLESS PROTECTED BY OVERHANG COMPLYING WITH F.B.C. (RESIDEM7AL IT RGIASS D Door Leal Co OOR ) Common to al rams con d'tions Face sheets: Fiberglass avg. min. yield strength Fy(min.)-6.600 psi Skin — 0.110" or 0.065" minimum thickness, pending location. Core destan: Expanded Polystyrene foam core, with 1.0 to 1.25 Ibs/cf density, by Jeld—Wen. Panel Construction: The fiber door panel skin has a minimum thickness of 0.110 on the exterior side and 0.065" an the interior side. The panel face sheets arc glued to a wood bottom raR and LVL top roll & stiles. In the double door application the inactive door is flitted with an extruded aluminum astragal (Endure) of 6063—T5. Doors at active panel requires Ives Surface bolts at top & bottom. Sidelite Construction: Panels ore sandwich glazed using a two piece ODL ennoRl—P6-30FMO391) lite frame. Clogng consist of two 0.1 5" tempered panes separated by a 0.25air space The lite fromes are wet glazed on the Interior and exterior side with Dow Coming 1199 sealant. Both interior and exterior panel skins have minimal thickness of 0.065". F�� Construction: Tha fro es are constructed a( Rnger—lointec pine lambs measuring 4-9%16" x 1-1 4". The head jambs an mortised and butt omed to the side Jambs, and attached wiN three (3) 76GA, 7J76" crown x 2" long staples on each side. The Endura threshold is attached to the side iambs with three (3) TWA 7/16" crown x 2" IS Phillips flothead screw on each side. TABLE 1 SINGLE & DOUBLE DOOR DESIGN PRESSURE RATING --WHERE WATER INFILTRATION REQUIRED IS NOT NEEDED POSITIVE +60• NEGATIVE —60• 96 1/ " MAX. FRAME HEIGHT 16 95" MAX. PANEL HEIGHT 15 - SEE DETAIL 2 SHT. 3 SINGLE OUT —SWING DOOR UNIT (IMPACT) (X) INTERIOR NEW •DESIGN PRESSURE W/ SURFACE BOLTS ENGAGED (ACTIVE & INACTIVE) •• CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 FBC. TABLE OF CONTENTS SHEET it DESCRIPTION 1 ELEVATIONS & NOTES 2 ELEVATIONS & NOTES 3 VERTICAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CRO55 SECTIONS 6 HORIZONTAL CROSS SECTIONS 7 ANCHORING LOCATIONS & DETAILS B .-NG LOCATIONS & OETAI S 9 COMPONENIS 10 BMAIFRLALS 105 1/2" MAX. OVERALL FRAME WID 14" MAX. 15 1/2" SIDELITE 36 3/4" MAX. 35 3/4" MAX. MAX' PATH NEL jj�PANEL W/ASTRAGAL� PANEL WIDTHS gDTH ® ® INACTIVE ® ® ACTIVE Ar Af% y 16 All N 6 m 1 M rn SEE DETAIL 2 SHT. 3 4 DOUBLE OUT —SWING DOOR UNIT (IMPACT) W/ SIDELITES I A Im r=xwm of vvm aw 112107/071 as NON—IMPACT)(OXXO INTERIOR VIEW :: �Y%L�Tj�F •e F_' e' F 2.11l1v Eric & Nielsen Florida P. E No. 41323 PTC, LLC 15M Cogswell Street. Suite C25 Raddedge, Florida 32955 7" MAX. D.L.O. WIDTH 78 1/ " MAX. D.L.O. HEIGHT Approve-.; ca . FTurklo Buldiug (.w_ Due Nte.t Z7. 2oot5 leOAJ O / _ i N r- o� W e�I DMe itleieet Cen+d JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS OR. 97601 >� W—O' 0/S OPAQUE (L1A1) RDES BERGIASS DOOR W/ N.I. SIDEL SAM 1 t/ O/ Ui AW". N.T.S. JW70201 vie uc sR¢r: P� ul.e 17N F. szt..M. rc A 1 Of 10 96 1/2" MAX. 95" PANEL 68 3/4' MAX. FRAME 35 3/4" MAX._ 14" MAX. PANEL WIDTH SIDE PANEL WIDTH r r SEE DETAIL SHE 3 15 1/2" MAX. SIDELITE FRAME WIDTH r 8• MAX. D.LO. WIDTH r 78 1/ " MAX. OPAQUE SINGLE OUTSWING DOOR (IMPACT) OPAQUE DOUBLE OUTSWING DOOR UNIT W/ SIDELITES (NON —IMPACT) (OXO) UNIT (IMPACT) (XX) NnWR NEW WTERIOR WEW APPMV u .: ,r. iaL'-M "le Florid. Ridding Code Lrte .fine 2�— eL 1ypM „�.. „ f r•nz r� ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 II°E' 8'-0' 0/S OPAQUE (L.M.I.) FIBERGLASS DOOR W/ N.I. SIDELITES M1, ('m ELEVATIONS do NOTES Eric S. Nlelem Florida P. E No12 606. 41323 ��— SAM / FTC. Li C �_" N.T.S. JW702006 A N NEWtsm !M reye..OW r2/al 1535 Cogm.il Str..t. Solt. C25 S1M f�V190N WTE 9Y Ro=ge, Florida 32955 se.fr: FVE C.rrlea do d,aoa Mmom Na =37 ft— sr.e 17M F- 321. Mlm9 A 2 of 10 ol 2 1/2" MIN. 1 3/4" MIN. EDGE DISTANCE 1 1/4" MIN. q SEE NOTE 2, 18 1 1/2" r1/4" MAX. SHIM 4 MIN. EMB SHEET 1 19 1/4" MAX ...: �. •:.i s '.,.:: r SHIM 20 SEE DETAIL 1 SEE DETAIL 1 ON THIS SHEET 5 9 26 ON THIS SHEET SEE DETAIL 2 ON 28 95" MAX. SEE DETAIL 2 ON THIS SHEET FOR 29 48 PANEL HEIGHT THIS SHEET FOR - SURFACE BOLT SURFACE BOLT 96OVE INTERIOR EXTERIOR 96E RALL 9 1 3/4" NOMINAL OVERALL FRAME HEIGHT g PANEL THK. FRAME HEIGHT S EE DETAIL 3 ON 7� SE DETAIL 2A ON S SHEET FR S SHEET FOR SURFACE CE BOLT 3URFAC BOLT ib 1 3/4" 1 1/2" MIN. EMS SEE NOTE 2, SHEET 1 A VERTICAL CROSS-SECTION 3 DOOR PANEL Ili 2 1/2" MIN. I DISTANCE unamm Ur uwe-one REVISION 0.15" MIN. COUNTERSINK 1 1/ MIN. EMS. SEE NOTE 2, SHEET 1. l.:J 95" EXTERIOR PANEL _1 3/4" NOMINAL PANEL THK. N-1 1 1 1/4" MIN. EMB 4 MIN. DETAIL 1 COUNTERSINK IN HEAD 40 36 1 I 1 I INT. 11 1 I i f DETAIL 2 SURFACE BOLT ® HEAD i � t 3 DETAIL 2A SURFACE BOLT ® SILL ' pppnwcd tl �P�f wlt� rEc Loo IYfillr' •.. B VERTICAL CROSS-SECTION 3 DOOR PANEL JELD-WEN, INC. 7c—r PHONE (541)-882-3451 AKEPORTBLVD. — KLAMATH FALLS OR. 97601 " O/S OPAQUE (LM.I.) FIBERGLASS DOOR W/ N.I. SIDEUTES VERTICAL CROSS SECTIONS Erie S. Wean Florida P. E. No. 41323 p °"m W.12 6 0 Frc'uc tsikdsuits cgs —'�� N.T.S. r JW102006;,trt aFlorida =55 � r mnem. of Auawtma"o RO. 2Wn �'uc BEET: rna. axr...arme rm 321AM17M A 3 of 10 2 1/2" MIN. EDGE DISTANCE 1 1/4- MIN. EMB. 1 3/4" MIN. 1 3/4" MIN. 47 SEE NOTE 2, SHEET 1 18 19 �.: 46 SEE NOTE 2, 1/2' MIN. EMB. SHEET 1 20 20 34 34 5 25 SEE DETAIL 1 38 4 4 SEE DETAIL 1 4 4 ON SHEET 3 8 ON SHEET 3 5 35 8 7 8 9 96 1/2" MAX. 38 g 35 95" MAX. OVERALL 9 95" MAX. FRAME HEIGHT INTERIOR PANEL HEIGHT PANEL HEIGHT 96 1/2" MAX INTERIOR EXTERIOR EXTERIOR OVERALL SEE DETAIL 10 2 SEE DETAIL 10 2 ON SHEET 7 ON SHEEP 7 SEE NOTE i SHEET FRAME HEIGHT 24 SEE NOTE i SHEET 21 24 7 FOR SPACING 21 7 FOR SPACING 27 8 29 27 8 1 1/4" 29 48 48 1 3/4" NOMINAL 1 1/4' 1 3PANEL THKA 4 4 PANEL THK. 25 25 34 34 •.,; +� t9 SEE NOTE 2, SHEET 1 1 1/2" MIN. EMB. 1 1/4" MIN. 7 EMB. 1 3/4" MIN. 4 1 3/4" MIN.----4 18 SEE NOTE 2, SHEET 1 AaaWede�t,W.e.Auds 2 1/2" MIN. Daft !Oo�$ EDGE DISTANCE WAS N&v Coe rnmtd ulow VERTICAL CROSS-SECTION C VERTICAL CROSS-SECTION q SIDE LITE PANEL 4 SIDE LITE PANEL JELD—WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS. OR. 97601 Tm W-O' 0/5 OPAQUE (LM.I.) FIBERGLASS DOOR W/ N.I. SIDaM Z (tit �08 VERTICAL CROSS SECTIONS Erie S. MdMn .AE9 a WA 12/6/06 Florida P. E M. 41323 ��—ESM. A a �"W'M-01=121153s Cog—'1 FTCStnit. Suits US !—_�� N.T.S. JW702006 Roeldsdgs. Fl"rldd 32955 P� � fir' SYM REVISION DATE JOY -� a.tW..W 0 aun.rb=tbn NO. 25235 nv" 321AM17ee fm 2iIAM17eY A 4 of 10 j 1 3/4" MIN. `:::,.. 30 36 29 2 1/2" MIN. :�,• 9 EDGE' DIST. AT TOP & ON SHEET 3 BOTTOM SEE DETAIL 1 1 1/4" MIN. 0 1 3/4" NOMIN, EMB. PANEL THK. rE l HORIZONTAL CROSS SECTION 5 FOR SINGLE OPAQUE DOOR AT LATCH JAMB TO BUCK. TYP. EXTER10 1 3/4" NOMINAL 1 3/4" NOMINAL PANEL THK.1 EXTE614B ON SHEET 3 INTERIOR SEE DETAIL 1 1 1 /2" MIN. EMB. 1 1/4" MIN. EMB. 1• 1 3/4" MIN. ;y•r:ei:, 7/0 MIN. ;•'" EDGE DISTANC F HORIZONTAL CROSS SECTION 5 FOR SINGLE OPAQUE DOOR AT HINGE JAMB TO BUCK, TYP. 1 3 4" MIN ` ' 3O !vl LJ k0 '������' �nw°'cdmcozPtyrgwkbtk / 36 29 INTERIOR 1 3/4" MIN. � ,y�■Zak e 9 AT BOTTOM SEE SHEET I a nwd� 0 ON SHEET 3 8 SEE DETAIL 1 5 °—� .-�'t 1 1/2" MIN. 1 20 19 SEE NOTE 2, SEE NOTE 2, EMB. 1 3/4" NOMINAL SHEET 1 SHEET 1 PANEL THK. JELD—WEN, INC. G ORIZONTAL CROSS SECTION H HORIZONTAL CROSS SECTION PHONE (541)-882-3451 $ FOR SINGLE OPAQUE DOOR $ FOR SINGLE OPAQUE DOOR 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 AT LATCH JAMB TO BUCK, TYP. AT HINGE JAMB TO BUCK, TYP.W1144 ""� e'-o' O/S RIZO TAL FlBESS S DOOR N N.I. SIDELfiES HORIZONTAL. CROSS SECTIONS Eik S. Nidmn m Florida P. E No. 41323 SAM 12/6/06 FrC' LL- �—•`/ N.T.S. awrlmJW102006 N rf+gpnp m -aa[ rx/a7 1535 Cag■m Stre"F, Suits C25 SYM �� Rael g,. Florida 32955 art4 sreEr cape ewun=% or &mmbwm no. 2mm Rv� sr.eoo l— Fm sn.ew.rmo A 5 of 10 EI SEE NOTE 1 ON SHEET 7 -OR SPACING 1 E J ON SHT. 8 BOTTOM J OPP IOPP 6 6 L OPP 3/4" NOMINAL s PANEL THK. LMli. v SEE NOTE 3 ON SHEET 7 (a:)HORIZONTAL CROSS SECTION J HORIZONTAL CROSS SECTION K HORIZONTAL CROSS SECTION g AT SIDELITE NON —IMPACT g AT SIDELITE NON —IMPACT TO HINGE JAMB g AT ENDURA ASTRAGAL, TYP. SEE NOTE 3 SEE DETAIL 10 ON SHEET 7 ON SHEET 7 39 Q2 SEE NOTE 1 SHEET 7 FOR SPACING I 1 1 /4" EMB. { {INTERIO 38 8 3 41 2 1/2" MIN. 1 3/4" MIN. 4g 15 3 36 EDGE DISTANCE "-'"' SEE DETAIL 1 ON SHEET 3 38 49 16 AT TOP & BOTTOM 20 34 7 42 43 39 L HORIZONTAL CROSS SECTION M HORIZONTAL CROSS SECTION g AT SIDELITE NON —IMPACT 6 AT SIDELITE NON —IMPACT 70 LATCH JAMB 3/4" NOMINAL PANEL THK. I A la man er VAN -CAM I IZM/Grp z1IY/Ld We S. mdean Florida P. E No. 41323 1535 Cogmrel�1 St eaL Sulta C25 RooWe-; Florida 32955 FHPE C-W-W of Aidlcrtatlo" N0. 25Wa JELD-WEN, INC. PHONE (541)-882-3451 7 LAKEPORT BLVD. - KLAMATH FALLS, OR. 976 8'-0' O/S OPAQUE (LN.I.) FIBERGLASS DOOR W/ N.I. SIDEW 5 HORIZONTAL CROSS SECTIONS SAM 12/6/0( Ar'AWtiw "u`N.T.S. JW1020( u Pm a si.eaanea Fo. sf.aao.rm A 6 of 10 SEE DETAIL 3 SHE. 7 SEE DETAIL 4 SHE 7 6" TYP. JjTyp. 6" MAX. 3" �• E NOTE 2 O.C. TYP.till OD M U 04 T A B A B F 112 WOOD SCREWS OR 1/4' TAPCONS SEE DETAIL 5 F SHE 7 DOUBLE DOOR ANCHORING LOCATIONS NOTES. 1. SPACING FOR ITEM #24 (#5 x 1 7/2" TEK SCREW) IS AS FOLLOWS. TOP & BOTTOM; SIDELITE (2) SCREWS 3" IN FROM EACH CORNER. DOOR PANEL (2) SCREWS 3 IN FROM EACH CORNER, & (2) IN THE CENTER . SPACED 5 3/4" O.C. SIDES FOR BOTH; (8) SCREWS 6.57, 16 3/8", 26 1/4" 36 1/87, 46", 55 7/8", 65 3/4" AND 75 5/8" FROM THE BOTTOM OF THE LITE FRAME. 2. THE HEAD JAMBS ARE JOINED TO THE SIDE JAMBS USING (3) 7/16" CROWN x 2' LONG WIRE STAPLES. 3. CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MULLION. 45 37 45 EXTERIOR 7 32 INACTIVE CD ACTIVE 00 12 INTERIOR 37 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL 5 (SILL ) FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAITION n DETAIL 4 C 7HROWB L,T STRIKE PLATE MOUNTING. —DRILL 3%8' ASTRAGAL RETAINER BOLT HOLE THRU HEAD/MASONRY x 1-3/8" DEEP DETAIL 3 (HEAD) FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAITI( 1/2" GLASS EXTERIOR BITE W INTERIOR STEEL INTERCEPT SPACER 1/8" TEMPERED LASS 1/4" AIR SPACE `1/8" TEMPERED GLASS 1/4" MAX. GLASS THK. SEE NOTE 1 DETAIL 10 ON THIS SHEET NON -IMPACT SIDEEITE GLAZING DETAIL ODE INSULATED GLASS UNIT PER CURRENT NOA NW EM Ur rw-cmc REVISION SEE DETAIL 3 SHT 7 K J SEE DETAIL 4 3" SHL 7 6" TYP•5 SEE NOTE 2 3" TYP. 11 j _ J K- m M SEE DETAIL d 7 SHT. 8 O — iV � to O O1 C D tO C N D 12' TYP.i2 •TIP WOOD SCREWS • OR 1/4" TAPCONS in SEE DETAIL 5 SHT 7 SINGLE OPAQUE DOOR W/ NON -IMPACT SIDELITES ANCHORING LOCATIONS lll'1 H!L NH (DILL/ FOR SINGLE (ACTIVE) OR DOUBLE DOOR APPLICAITION K2" wpprovd u arotap4ylgwW 1(te F7.rNE R.Id1Ei Cd� DEIe /Lr/1n 2-t-1-4t�Z NOAN n L — �]/ r• n-S NYral DaM hd9e1C1911i1 t ti JELD—WEN, INC. PHONE (541)-882-3451 qvll 3737 LAKEPORT BLVD. - KLAMATH FALLS. OR. 97E I 17nF- B�-0' 0/S OPAQUE (L L) FlBERGIASS DOOR W/ N.I. SIDEUTES ANCHORING LOCATIONS & DETAILS t'fi PF43VMer SAM ��- �i`w N.T.S. 12/6 01 FJic S. N1almn Florida P. E No. 41323 1535 Cageweli LLC Suito C25 RxWedge, Florida 32955T` x r wEerae" "r r,x."� No. 2M35 JW10201 ph— at.eMIM r ml.tKa.IM A 7 of 10 SEE DETAIL 3 _JFSHEET 7 3" TYP.F T 6" TYP.TYP 3" TYP. ¢ " TYP L If 11 1 111 3" TYP. 1 II j 6" TYP. r _ 9" TYP. _ SEE DETAIL ci 8 SHEET 8 iv ci CD rn - - TYP LIT9" TYP. TYP. R I LEA, Xta —012 WOOD SCREWS a OR 1/4" TAPCONS 105 1/2" m R SEE DETAIL 5 SHEET 7 DOUBLE OPAQUE DOOR W/ NON -IMPACT SIDELITES ANCHORING LOCATIONS DETAIL 8 STRIKE PLATE TO IMPERIAL ASTRAGAL DETAIL 9 FASTENER SPACING ENDURA ASTRAGAL SEE DETAIL 7 SHEET 8 N to a S m M DETAIL 7 STRIKE PLATES TO JAMBS I A IA+ NaUM Of rw.-owc 112Ne/0,P SEE DETAIL 3 (SHEET 7 r _ giltSEE DETAIL 5 SHEET 7 SINGLE OPAQUE DOOR ANCHORING LOCATIONS 4 9/16" bf 4 Approved a "'I"Yl4� the Flmld. "Ol g coda Bala n.^I- R blot Bade Pnd'p G 7 6 DETAIL 6 HINGE DETAIL JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 mn-L' 8'-0' O/S OPAQUE (L.M.I.) FiBEROIASS DOOR W/ N.I. TOELDES I I N /pg ANCHORING LOCATIONS & DETAILS Florida P. E. No. 41323 �SAM 12 6/06 1535 cog 4.11 sty Suits C25 �•�� N.T.S. JW1020O6 Roeldadga. Florida 32955 P' to seer: r,9ve —rarer Of 11a 259M R7 MI-0 IM - w .2,..,;; A 8 of 10 4.5625" n �I N T Io WOOD FRAME 1 2 34 ASTRAGAL BOLT & LATCH SUPPORT BLOCK ASTRAGAL (ENDURA) 6063—T6 ALUMINUM 10 0 0 0 0 cV O O 1zi-0.087" MIN. 4 x 4 STEEL DOOR HINGE 2.5"--i O OI N _1 COMPOSITE MATERIAL 0 -----4.563'--{ OUTSWING THRESHOLD (ENDURA) PART1 FOB4566A, 6063—T6 ALUMINUM ASTRAGAL BOLT STRIKE PLATE(.050" STEEL) HEAD 13 F-1 a.o•—I 3� tn LOCK BLOCK. (WOOD) caj r--1.625•--� SIOELITE STILE & RAIL LVL W/SOFTWOOD CAP DOOR HINGE & LATCH STILE LVL W/SOFTWOOD CAP I— 2.0" I —7- o SURFACE BOLT STRIKE (.125" STEEL) ATTACH TO HEAD & SILL USING #10 x 1 114" F.H. SHEET METAL SCREWS PROVIDED WITH BOLT. rn O .f+lb COMPRESSION WEATHERSTRIP Q—LON QDS 650 ODL PLASTIC LIP LITE FRAME KIT 21 PER CURRENT NOA ®l n Tc; WOOD MULLION CAP 45 m SILL I A IAS ern BY wY-a,oE I+=/0/9" f--1.578--j f o DOOR TOP RAIL LVL W/SOFTWOOD CAP 11 To ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE —1.578"-1 Ui to 0.75"— �0.313" 9NGER JOINTED WOOD n�rr�.• nwu I--0.75" N �n119 o--f— SURFACE BOLT (IVES. 0.25" STEEL) ATTACH TO DOOR USING ITEM 40 43 AppvwW.ofmVbWwhk•e Fbrusn rtcat Dab''In/C 27� 2eo `S . 49 LVL FRAME -ZI NIC 6 Erie S. N1013M Florida P. E. No. 41323 PIC, LLC 1535 Cogardl Street, SuRe C25 Rocldadge, Florida 32955 PE C"ficah of AWhxhoam fa. 2a9 JELD-WEN, INC. PHONE (541)-BB2-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 THE 8'-0- 0/S OPAQUE (LA .) FIBERGLASS DOOR W/ N.I. SIOEUTES am, as-,. - s�EEr:--. - --- RMI.M.nfb r". slmanea . A 9 of 10 FLA 9 COMPRESSION WEATHERSTRIP Q-LON QDS-650 ----- 10 EXTRUDED ASTRAGAL ENDURA ALUMINUM 11 ASTRAGAL THROW BOLT 0.3125" X 18.0'LONG STEEL 12 10 x 1 1 4" F.H. SHEET METAL SCREW STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED AT HEAD ENDURA STEEL 14 10 X 1 PHILLIPS PAN HEAD SHEET METAL SCREW STEEL Ed 15 KWIKSET TITAN LOCK SERIES 400 ----- 16 KWIKSET TITAN DEADBOLT SERIES 780 ----- 17 LATCH SCREWS SEE LOCK INSTRUCTIONS - WOOD 18 2X WOOD BUCK SEE NOTE 2 SHEET 1 19 2x WOOD BUCK SEE NOTE 2, SHEET 1 WOOD 20 1 1 4" MAX. LOAD BEARING SHIMS PLASTIC METAL 21 LITE FRAME ODL HP POLYPROPYLENE PER CURRENT NOA PLASTIC 22 OOL 1/2" IG GLAZING UNIT (PER CURRENT NOA) GLASS 9-4 1 I Amu 1AUP /1-1 /P Y d—Q/tfi" PnNDFROSA PINE) I PINE 29 (0.065" NOMINAL THICKNESS) FIBERGLASS DOOR PANEL FIBERGLASS SKIN SKIN —INTERIOR SIDE BY JELDWEN PER CURRENT NOA 30 LOCK BLOCK 2.5" x 18" WOOD 31 HINGE & LATCH SIDE STILE LVL PINE CAPPED)LVL WOOD 32 8 x 3" PHILLIPS FLATHEAD WOOD SCREW STEEL 33 8PHILLIPS FLATHEAD WOOD SCREW STEEL 34 SIDELITE HEAD, SILL & JAMB FRAME (1 1/4" x 4 9/16" PONDEROSA PINE) WOOD NOTES: 1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAXIMUM ALLOWABLE MAX SHIM 1/4a, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. 2. SHIMS MUST BE LOAD BEARING AND NOT CONSTRUCTED OF WOOD. 3. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 4. WOOD FRAMING SUBSTRATE MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. A AS PlXMIm R! MM-ME sm REVISION laterial 'L WOOD 'EEL FEEL BRAD TRIM NAIL 4 L. IUIRI lu r[rc MULUVI9 V/r 1 2" WOOD MULLION CAP iIL� WOOD 16" CROWN x 2" LONG STAPLES STEEL L BOLT STRIKE PLATE (SILL) tlx STEEL D BUCK (SEE NOTE 2, SHEET 1) WOODE CONCRETE 48 FIBERGLASS DOOR PANEL SKIN (EXTERIOR) 0.110 (0.110 NOMINAL THICKNESS) BY JELDWEN PER CURRENT NOA FIBERGLASS 49 LVL JAMB (1 1/4" x 4 9/16) LVL Appm ed n wm ffb Fkd"BWdiv[C & B.te M�1A�cN 21i2ax�f NOAr�o--1z1_r.ea Mbm1 B.& rmdu! C90M JELD-WEN, INC. PHONE (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALLS OR. 97601 nmF_ 8'-0" 0/S OPAQUE (LAQ FIBERGLASS DOOR W/ N.I. SIDELRES BILL OF MATERIALS Eric Nil.- MVPAF= ft SA 12/6/06 Florida P. E. No. 41323 FFC, PLC ��L� N.T.S. vAa NJW102006 IM Cognell StraeC Salto C25 Rmkiedge, FWda 32955 prc. LLC 321MOAM A '10 Of 10 pE Cwercal+ at MAharla tkn MO. 25M Pm 32IMM1705 F -Ml &A,I DE .ate BUILDING CODE COMPLIAN O ) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO, MIAMI-DADE COUNTY, FLORIDA C 0 y METRO-DADE FLAGLER BUII.DMr: 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 aoau-rren, Inc. (Vlt) " ---...•••••.,...,c. vviuuuIIm CO[lE 3737 Lakeport Blvd. WNTRACTU" ���� Klamath Falls, OR 97601 n n SCOPE: ' 4- This NOA is being issued under the applicable rules and re ations 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: 6'-81, Outswing Premium Fiberglass Door— N.I. APPROVAL DOCUMENT: Drawing No. JW022006, titled'W-8" Outswing Premium Fiberglass Door sheets 1 through 10 of 10, dated 09/26/06 with revision B dated 05/02/07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., 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. APPROVAL of this NOA shall be considered after an approval application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-1130.08 Expiration Date: June 07, 2012 Approval Date: June 07, 2007 Page 1 eld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. JW022006, titled'V-8" Outswing Premium Fiberglass Door ", sheets 1 through 10 of 10, dated 09/26/06 with revision B dated 05/02/07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI.63492.01-301-18, dated 06/16/06, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Surface Burning Characteristics of Building Materials as ASTM E- 84-97 A, 2) Test Method For Ignition Properties of Plastics, Procedure B, Short Method as ASTM D 1929-91 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS49900660-001, dated 04 /08/99, signed and sealed by Frederick D. Curkeet, P.E. C. CALCULATIONS 1• Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 04/16/07, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Component NOA No. 06-0411.01 for "Premium Fiberglass Door Skin with PURfiber", approval date 08/17/2006 with an expiration date 08/17/2011. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated November 02, 2006, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter for Test Report no. ATI-63492.01-301-18, issued by Architectural Testing, Inc., dated June 20, 2006, signed and sealed by Joseph A. Reed, P.E. G. OTHER None Jaime . Gascon, P. . Chief, Product Control Division NOA No 06-1130.08 Expiration Date: June 07, 2012 E -1 Approval Date: June 07, 2007 JE PROW� IDIMEv® OUTSWINO"LIP-LRE GLAZED (NONdMPAOT) 1. THIS PRODUCT IS DESIGNED TO MEET THE 2004 FLORIDA BUILDING CODE AND HVHZ REQUIREMENTS. 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. IMPACT RESISTANT SHUTTERS ARE REQUIRED 5. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS UNLESS PROTECTED BY AN OVERHANG COMPLYING TO FSC SECTION 4410.2.3.2.1 RESIDENTIAL FIBERGLASS DOOR (Commn to all frame conditions) oo Dr a/ on<t r.7foon• • Fiberglass avg. min. yield strength Fy(min.)=6,600 psi Skin - 0.065' nominal Care design Expanded Polystyrene foam core, with 1.0 to 1.25 lbs. density by Jeld-Wen P� tuyonl�l�, Genstt�ctt'an• The panel skin is constructed from a 0.065 nominal fiberglass skin. The Panel face sheets are glued to a wood bottom rail and LVL tap mil & stiles. In the double door appllcation the inactive door is fitted with an extruded aluminum astragal (Endura) of 6063-T5 alloy. Panels are sandwich glazed using a two Piece COL. (ThermorIl P6-JOFM0391) lit, (rome. Glazing consists of two 0.125" tempered Panes separated by a 0.25" a!r space. The lite frames are wet ?,lazed on the interior and extenor side with Dow If99. Refer to details 2 & 10 on sheet 3 for surface bolts aidelile Cgnstrvcfgn• Panels are sandwich glazed using a two piece ODL (Thennoril-PIS-30FA10391) lite frame. Glazing consist. - of two J.125" tempered panes separated by a 0.25" air space. The lite frames ore wet glazed on the interior and exterior side with Dow Corning 1199 sealant. See sheet 6 for details. =come Constmi,tion• The frames am constructed of finger -jointed pine jambs measuring, 4-9116" x 1-114'. The head jambs are mortised and butt coned to the side jambs, and attached with three (3) I6GA, 7JI6' crown x 2" long staples on each side. The Endure threshold is attached to the side jambs with three (3) 16GA 7116' crown x 2' long staples on each side. TABLE 1 DESIGN PRESSURE RATING 'NOT OUALIFIEO WHERE WATER INFlLTRATION IS REQUIRED ALL DOUBLE DOORS MUST HAVE POSRIVE NEGATIVE 2 SURFACE BOLTS O ASTRAGAL (PSF) (PSF) SINGLE X +60.00 -60.00 DOUBLE (XX) W/0 SURFACE BOLTS +40.00 -40.00 DOUBLE XX W 2 SURFACE BOLTS AIVE CTPANEL +55.00 -55.00 DOUBLE DOOR N/ SIDELITES do 2 SURFACE BOLTS OXXO OXX +55.00 -55.00 SINGLE DOOR W SIOELDES do 2 SURFACE 80% OXO, OX +55.00 -55.00 — ­­1 1 "lucrt UCNCRAL NUIE5 37.75" MAX. 705.625" MAX. OVERALL FRAME WIDTH FRAME WIDTH 15.5" MAX. 36" MAX. 36.75" MAX. SIDELITE rPANEL WIDTH j—PANEL WIDTH 36" MAX. FRAME WIDTH a a I W/ ASTRAGALPANELa WIDTH a MAX. �0.L.0. I- I— 0 MAX. ! T I 'L 14 z w = _ c=a MAX. SIDELITE p w PANEL5 5 W ACTIVE WIDTH Ld 7.0" MAX. ct� D.L.O,OO 16 ¢ I C)O15N toOto ) G CO JI� d v �J REF. DETAIL) ( 4U 2, SHEET 3 SINGLE OUT -SWING UNIT rX) DOUBLE OUT -SWING UNIT W/SIDELITES (OXXO,) INTERIOR VIEW INTERIOR VIEW TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATIONS & GENERAL NOTES 2 ELEVATIONS 3 VERTICAL CROSS SECTIONS — DOOR PANEL 4 VERTICAL CROSS SECTIONS — SIDELITES 5 HORIZONTAL CROSS SECTIONS 6 HORIZONTAL CROSS SECTIONS 7 ANCHORING LOCATIONS & DETAILS 8 ANCHORING LOCATIONS & DETAILS 9 COMPONENTS 10 BILL OF MATERIALS ALL DOOR MODELS ARE VI wFO FROM THE INTERIOR SIDE "Is PER aura - CAM um aim REVISION Erk: S. Nlelaen Fiend- P. E. No. 41323 FTC, LLC 1535 Cggawell Street, Suite C25 RxWedga, Florklo 32955 Approved as caMlying with the FI 'da B)tt1��u 7 NOAN 06-//�i_ 3 1 JELD-WEN, INC. I (541)-662-3451 3737 LAKEPORT AIVD — KI AUATW 17e1 I c no ri'a SAM 1 9/26/0 Pn�tw N.T.S. JW02201 SHM azt.tmanee I- ut.em.nea � B 1 of 10 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 74.5" MAX. OVERALL 68.75" MAX. OVERALL WIDTH FRAME WIDTH 36.75" MAX. 15.5" MAX. SIDELITE PANEL WIDTH PANEL H FRAME WIDTH W/ ASTI-RAGALVal WIDT 11 20.5" 14" MAX. 7.0" MAX. F 0 \ PANEL WIDTH 20 5.. D.L.O. \ LU MAX.\ = w INACTIVE ACTIVE D.L.O. o J � ��. o z L, 16 16 o 0 0 I L la. o 6 \ 15 15 6 6 1 11 ul I REF. DETAIL 2, SHEET 3 DOUBLE OUT- SWING UNIT (XX,) INTERIOR VIEW SINGLE OUT -SWING UNIT W/SIDELITES (OXO) INTERIOR VIEW f0N5 Ion NWf - DAM p/os/m IM I Ihll u� ow �* Eric S. Nialsea Florida P. E. No. 41323 P1C, LLC 1535 Cogerell Street Sulte C25 Fl Rocldedge, orida 32955 M mmpiylag with the JELD-WEN, INC. (541)-882-3451 137.17 1 AKFPOPT PI Vt1 — VI AUATU CAI i c — —cm, —��� SAM ��t� N.T.S. pt— 3ti.e11alm fat 3naming 8 Of 10 SEE NOTE 2 SHEET 1 SEE NOTE 1.75" MIN. 2 SHEET 119 1 1/2" MIN. EMB. 20 5 1/4" MAX. SHIM 2 E SEE DETAIL 1 N 1 /4" MAX. SHIM ON THIS SHEET 28 w x 9 w 38 80" MAX. J INTERIOR XE' TERIOR PANEL IHEIGHT J 2 SEE DETAIL 10 21 o FOR SURFACE 28 SEE24 NOTE 1 BOLT ON THIS SHE. 7 FOR X SHEET SPACING < 0.065" NOMINAL U� 1.75" NOMINAL SKIN THK. PANEL THK. { 1.00" 8 1 1/2" MIN. EMB. 19 SEE NOTE 2 1.75" MIN. SHEET 1 5 9 18 SEE NOTE 2 SHEET 1 A VERTICAL CROSS—SECTION 3 DOOR PANEL IN WOOD SUBSTRATE Y � Zcn w / : 1— �zl o U DETAIL 1 COUNTERSINK IN FrFAD S DISTANCE Ay,c'rr si w complying with the B VERTICAL CROSS—SECTION FI"1ida Hui ng ��n Date G 3 DOOR PANEL Made �•oa IN MASONRY / CONCRETE SUBSTRATE � -d . By JELD—WEN, INC. -BKLAMAT 1 Wlb/077 BLVD. 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97F IMF-' fi -8 OUTSINING PREMIUM FIBERGLASS DOOR A Fsl. S. NI.Is.. Florida F.E. No. 41323 Street32te VERTICAL CROSS SECTIONS - DOOR PANELS PRBVM Im ��— SAM 9 26/01 / /1535 CM C g-11adg ��`w N.T.S. B REVISION GAFVPE ��1JW02201 3 10 �fxet� d Au1MliMlon tq. 15fw P}.,. 321A 17ee Fa 321AM17aa Of 1 1 /2 IIN. EMB. 1/4 MAX. SHIM �TVL SEE D1 ON SHEEP 3 35 5 81.5" MAX. OVERALL FRAME HEIGHT I TN ERIOR SEE NOTE 1 SHT24 7 FOR SPACING 1.25" 1.75" NOMINAI PANEL THK. 1 1/2" MIN. EMB 75" MIN. 75" MIN. 3" MIN. EDGE DISTANCE 1 1/4" 1.75" MIN. MIN. EMB. 7. r1/4�� MAX. M 1 SEE DETAIL 1 ON SHEET 3 81.5" MAX. OVERALL FRAME HEIGHT INTERIO JWL EXTERIOry PANEL HEIGHT I �. i /. 0.065" NOMINAL SKIN THK. C VERTICAL CROSS-SECTION 4 SIDE LITE PANEL W/ WOOD THRESHOLD IN WOOD SUBSTRATE SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 ions m — — mm ""I 910E REVISION .25" 1.75" NOMINAL } 1 1/4" MIN. EMB. 1.75" �MIN. SEE NOTE 1 SHEET 7 FOR SPACING 65" NOMINAL SKIN THK. 3" MIN. EDGE�,� DISTANCE Appmv d D VERTICAL CROSS-SECTION CROSS-SECTION NOA11 9 SIDE LITE PANEL W/ ALUM. THRESHOLD D IN CONCRETE / MASONRY SUBSTRATE Bye JELD-WEN, INC. (541)-882-3451 <;47117* 1 AKFPnRT RI Vn — V1 AKAATI-1 P Eric S. Melee. PFdPAML W. Florida P. E. No. 41323 Pll rea �" LLC 1535 Cogswell FloridaSuite C25 I'm LLC RocWedga, oida 32955 rE C dffkab o1 AulhodmOoa NO. 25935 Rm U1.890.1703 Fm 321.Ra0.17eY e 80" MAX. PANEL HEIGHT 4 of 10 HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK, TYP. SINGLE DOOR IN CONCRETE / MASONRY SUBSTRATE _, 1 1/4" MIN._ EMB. 1 /4" MAX. 1.75" MIN. SEE NOTE 2 SHEET 1 r l HORIZONTAL CROSS SECTION ATHINGE JAMB TO BUCK, TYP. W IN CONCRETE / MASONRY SUBSTRATE SEE NOTE I ON SHT. 7 _ I- 1 /4" MAX. 1 /4" MIN. FOR SPACING 24 z w Ln z a _[_-1 28 SHIM EMB. 3 10 29 4 EXTERIO I. 16:u "5'?a3ra.� I 1 i �■ . m'...x',�.'ll7i'u:"Li���- to • .5" NOMINAL SKIN THK. 0�IJ� SEE ON • SKIN THK. � 1 I— t200.065" NOMINALSEE NOTE I SKIN THK. 1/4" MAX. SH 0.065" NOMINAL ON SHT. 7 24 1/4" MAX. 1 1/2" MIN. SKIN THK. FOR SPACIN SHIM EMB. L46 SEE NOTE 2 SHEET 1 281 21 EXTERIOR L( 3 31 O (� 18 SEE NOTE 2 SHEET 1 3" MIN. EDGE DISTANCE UI _ VrJ 30 � I INTERIOR z Y 21 t 9 f 2g 9 SEE p 1-- 38 2 zW _z = 28 �F Z J ApPmved es complying w11b1M SEE NOTE 2 DETAIL 1 1817, in ¢ o wLaoamlamecea SEE SHEET 1 ON ^ n ^ a DETAIL 1 5 N. et; -if x0.0� tNimiDade 1 SHEET 3 1 1/2" MIN. 1/4 MAX SHIM ON 1 20 1.75" MIN. N — »f EMB. SHEET 3 19 SEE NOTE 2 SHEET 1 G ORIZONTAL CROSS SECTION H HORIZONTAL CROSS SECTION J WEN, INC. (541)s41)—ae2-34s1 5 AT LATCH JAMB TO BUCK, TYP. 5 AT HINGE JAMB TO BUCK, TYP. WR/"SINGLE LAKEPORT BLVD. - KLAMATH FALLS. OR. 97E DOOR IN WOOD SUBSTRATE SINGLE DOOR IN WOOD SUBSTRATEs 13737 —a OUTSWING PREMIUM FIBERGLASS DOOR HORIZONTAL CROSS SECTIONS e aMs ru uwa — orne ��/07 w Eric S. Nielsen Florida PP.rCE. LN.. 41323 LC W AMM Wt. �� SAM 9/26/0E ��t� e uwe woe Sri RENSION /e/m m �� �, 1535 Cogeweli Street. Suite C25 Rockledge. Florida 32955 FBPE C.rtuket. d AuModmeon Np. 250.75 N.T.S. JW0220C sir: �... �raao.l7ee Fm axl.eoe.nec B 5 Of 10 E I HORIZONTAL CROSS SECTION J HORIZONTAL CROSS SECTION 6 AT SIDELITE B AT SIDELITE TO HINGE JAMB SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 HORIZONTAL CROSS SECTION 6 AT ENDURA ASTRAGAL, TYP. J Z Y 5is J (3 (7 � Z w 15 —124 g INTERIOR 3 d2 1,75" MIN. ` g 35 21 38 SEE NOTE 1 14 11 36 38 ON SHEET 7 SEE DETAIL 9 TOP &BOTTOM SEE DETAIL 1 34 FOR SPACING ON SHEET 8 ON SHEET 3 A4 1 1 /2" MIN. EMB. MIN. EDGE DISTANCE 1 1 /4" MIN. EMB. r1.75" MIN. DETAIL 1 SHEET 3 SEE NOTE 1 SHT. 7 FOR SPACING 3 TOP & 7 BOTTOM J 36 z Y o~ Zw 31 3 Z SKIN THK. L HORIZONTAL CROSS SECTION AfHORIZONTAL CROSS SECTION AT SIDELITE 6 AT SIDELITE TO LATCH JAMB a PM M W — DADE Aw- A " d /0- SYM REVISION I DATE JELD-WEN, INC. (541)-882-3451 1-';7-';7 1 Ak;7PnPT RI Vn — I(1 AMATH FAI 1 C nR Q7an1 Eric S. Ni"'"" Pfes� W. wrEe Florida P. E. No. 41323 �� SAM 9/26/06 PTC' r ft �"w 'N.T.S. JWO22006 1535 Cogerell Street, Suife C25 R-Wedge. Flortdo 32955 M SNEEf: FWE C.dlgooh or Auteodzd im NO. 259. ft�. 32I.M.17M F . 321.e9e.17 B 6 of 10 SEE DETAIL 3 ON THIS SHEET SEE DETAIL 8 ON SHEET 8 o- SEE DETAIL 4 & NOTE 2 ON THIS SHEET N � LO N cn �- 4"TYP. I SEE DETAIL 4 8" TYP. ,! 8 ON SHEET 8 74.5" ( SEE DETAIL 5ON THIS SHEET DOUBLE DOOR ANCHORING LOCATIONS INTERIOR VIEW NOTES., 1. SPACING FOR ITEM 124 (#8 x 1 112" TEK SCREW) IS AS FOLLOWS: TOP & BOTTOM; SIDELITE (2) SCREWS 3" IN FROM EACH CORNER. DOOR PANEL (2) SCREWS 3" IN FROM EACH CORNER, & (2) IN THE CENTER SPACED 5.75" O.C. EXTERIOR SIDES FOR BOTH; (8) SCREWS 6.5", 16.375 26.25 36.125", 46", 55.875", 65.75" AND 75.625' FROM THE BOTTOM OF THE LITE FRAME. 2. THE HEAD JAMBS ARE JOINED TO THE SIDE JAMBS USING (3) 7/16" CROWN x 2" LONG WIRE STAPLES. 3. CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MULLION. INTERIOR DETAIL 5 (SILL) 1237 7 13 INTERIOR 32 oCDo EXTERIOR 37 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL 4 HEAD CORNER DETAIL 5" GLASS STEEL INTERCEPT BITE SPACER 0.125" TEMPERED GLASS 0.25" AIR SPACE �O.5" �-Y TEMPERED F GLASS En SEE NOTE 1 0 ON THIS SHEET ODL CLAZINC DETAIL INSULATED CLASS UNIT PER CURRENT NOA e swls vn1 - aae /m nc 1we:ww� /e/ar ea B �© SEE DETAIL 4 & NOTE 2 ON J TYP. ftm THIS SHEET 3"—y 4" TYP. SEE DETAIL 7 ON to N SHEET 8 tp M - '0 N h � a to � ^ to M M ^� D C � N I �I4 [—�-26"TY 68.500P (TYP.) ONESIIEETL811 c � to SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS INTERIOR VIEW DETAIL 3 (TOPMEADER� 2 INTERIOR 2 13 o00 12 C C O 2 APi.. j complying with the FloridaBuild' de EXTERIOR 7 13 NDAIZ,"A. J Miami Dada O� THROWBOLT STRIKE PLATE MOUNTING. Di ' DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE By THRU HEADER/MASONRY x 1-3/8" DEEP JEL WEN, INC. (541)1)-882-3451 F""—"'FrPnQT RI vn — KI AAAATH FAI I S np a7Rr1 Eric S. Nlelaen an Florida F. E. No. 41323 SAM 8�26�01 arc, LLC Street, � N.T.S. JW0220i 1535 Cogswell Street, Suite 5 Rockledge, Florida 32955 �' � 5}1Fk7: PE Certificate or IWthorRaden NO. 25935 1 rnem U1.e90.17ee F. ]21.e7o.1702 B 7 of 10 to 00 M , T SEE DETAIL 3 ON SHEET 7 SEE DETAIL 4 & S�Bf •- =21B NOTE 2 ON SHEET 7 , 3 48 7-YP 6" TYP. I-- SEE DETAIL 6 �`j J— TYP.-'I , , ... 3" TYP,-f ON THIS SHEET SEE DETAIL 8 ON THIS SHEET 4" TYP. " TYP. 8" TYP.— 8" 4TYP.- / DETAIL 7 STRIKE PLATES TO JAMBS LO CN n � 06 L�I SEE DETAIL 5 ON SHEET . DOUBLE DOOR WISIDELITES ANCHORING LOCATIONS -'b DETAIL ff THRESHOLD CORNER DETAIL DETAIL 9 FASTENER SPACING ENDURA ASTRAGAL SEE DETAIL 7 ON THIS SHEET U) U) DD N N r'l Q n ri L -I p-- - ^ 53.804" � � 0 SEE DETAIL 6 ON THIS SHEET rQ2 "L� N SINGLE DOOR ANCHORING LOCATIONS DETAIL 8 STRIKE PLATE TO IMPERIAL ASTRAGAL e ova a s vtin awe - t P°1 I TK 1 8 tuw nee ieAv m QB I- Eric S. Nialaan Florida P. E. No. 41323 Frc. LLC 1535 callowall Street. Suite C25 Rocldedga, Florida 32955 DETAIL 6 HINGE DETAIL 4.5625" Ln n in O N 4 Approved as complying with the Florida B ' Date P�t7 NOANC'+-OB 4 biam,Duea Div By 7 6 JELD—WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 ImE, 6'-8" OUTSWING PREMIUM FIBERGLASS DOOR ANCHORING LOCATIONS & DETAILS ANOWFAW Now SAM 9/ N.T.S. JwOs 22006 s ter: th� 32t.aw.l7aa ra, MIJHra.nw 8 8 of 10 4.5625"�� 1.25" .75" .5" WOOD FRAME 1 2 34 44 .3�125"J ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE O 2.040" o 0 0 0 ]--1.087" MIN. 1.82" ASTRAGAL 1.25" BOLT & LATCH 4.563" COMPRESSION WEATHERSTRIP SUPPORT 0UTSWING THRESHOLD (ENDURA) Q-LON QDS-650 645" BLOCK PART# F064566A, 6063-T6 ALUMINUM �2.5" CD 1.625" O 13 —� 1.6250" �--- 26 1 9132- —T ASTRAGAL (ENDURA) O 1.7500" 6063-T6 ALUMINUM 10 —�{ .625" .5" 1.625" �— PLASTIC LIP LITE FRAME TOP RAIL it IASTRAGAL BOLT STRIKE PLATE(.050" STEEL) � 0f�:] 2.5" LOCK BLOCK. (LVL) 30 8 2.031" :75" 36 SURFACE BOLT (IVES. .25" STEEL) —� 1.6250" + 7500" f HINGE & LATCH STILE 31 LVL W/SOFTWOOD CAP 21 -+{ 1.5000" 0.2500 =J WOOD MULLION CAP ITO" 75" SURFACE BOLT STRIKE (.125" STEEL) ATTACH TO HEAD & SILL USING 37 #10 x 1 114" F.H. SHEET METAL SCREWS PROVIDED WITH BOLT. MS PER Me — WX YYIe a10E RBASION 1.75" 0.1250' -yl +--0.3130" .750" FINGER JOINTED WOOD 2� BOTTOM RAIL - 1.6250" ; AZ" J7500" Approved es amsplyiag wihty FDloride Build* ate 7' Nate Miami Dade ProduU Ciaoaol niv SIDELITE STILE & RAIL 35 By LVL W/SOFTWOOD CAP JELD-WEN, INC. (541)-882-3451 3737 11-PORT Al VI]. — KI AMATN FAI I S f1R Q7R(11 Eric S. Nielsen Florida P. E No. 41323 PTC. LLC 1535 Cogswell Stmat. Suite C25 Rccldadga. Florida 32955 IE C.roscat. a1 A Ah d:otlm NO. 25a 6 321,OMI ee F. 3214=17ea 1 8 1 9 of 10 Iterr DESCRIPTION Material Iterr DESCRIPTION Material 1 HINGE JAMB 1 1 4" x 4 9 16" PONDEROSA PINE PINE 44 16 Go. 7 16" CROWN x 2" LONG STAPLES STEEL 2 HEAD FRAME 1 1 4" x 4 9 16" PONDEROSA PINE PINE 45 NOT USED - 3 4" x 4" BUTT HINGE 12GA. MIN STEEL 4 .087" 9 x 3 4" PHILLIPS FLATHEAD WOOD SCREW STEEL 46 1x WOOD BUCK SEE NOTE 2 SHEET 1 WOOD 5 #8 PHILLIPS F.'H. WOOD SCREW W. 1-1 2" MIN. EMBED. STEEL 47 CONCRETE CONCRETE / MASONRY 6 #10 X 1 i 2" PHILLIPS FLATHEAD WOOD SCREW STEEL NOTES: 1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAXIMUM ALLOWABLE SHIM TO BE 1/4", SHIM WHERE SPACE OF '1/16" OR GREATER OCCURS. 2. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 3. MECHANICAL INSTALLATION ANCHOR CAPACTIES ARE BASED ON THE FOLLOWING PROPERTIES: A. WOOD— MINIMUM SPECIFIC GRAVITY OF 0.55 OR GREATER. B. CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI (3/16" ELCO TAPCON). C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). Approved w complying with the FlmA it e D.0� - w NOAH Miami Dode Product Cotret Divisi By JELD-WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 M2 6 -8 OUTSWING PREMIUM FIBERGLAss DOOR °1 BILL OF MATERIALS ww - DADS /02/07 Wmn F — 7K Florda�P.SE.NNo 4132J SAM 9/26/06 Pr° -/L /e/o7 ® 1535 Cogswell Street, Suite C25 P � N.T.S. JW022006 RENSION pAE gY Reddedge. Florida 3295.5 y�ty7; FSPE GANlzet. e/ Avtl,adzetl"e N0. 2SY75 PMn3:f.eN217m F- 321 ON 17N 3 10 f 10 7 3/16"-TAPCON W/ 1 1/4" MIN. EMBED. (ELCO) STEEL 8 OUT -SWING THRESHOLD ENDURA F084566A ALUMINUM 9 COMPRESSION WEATHERSTRIP Q—LON QDS-650 VINYL 10 EXTRUDED ASTRAGAL ENDURA ALUMINUM 11 ASTRAGAL THROW BOLT 0.3125" X 18.0" TOP BOTTOM STEEL 12 10 x 1 1 4" F.H. SHEET METAL SCREW STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED AT HEAD & SILL ENDURA '1 STEEL 14 10 X PHILLIPS PAN HEAD SHEET METAL SCREW STEEL 15 KWIKSET TITAN LOCK SERIES 400 STEEL 16 KWIKSET TITAN DEADBOLT SERIES 780 STEEL 17 LATCH SCREWS SEE LOCK INSTRUCTIONS) --STEEL 18 2X WOOD BUCK SEE NOTE 2 SHEET 1 19 2x WOOD BUCK SEE NOTE 2 SHEET i WOOD 20 1 4" MAX. SHIMS 21 LITE FRAME ODL HP POLYPROPYLENE PER CURRENT NOA PLASTIC 22 ODL 1 2" IG GLAZING UNIT PER CURRENT NOA GLASS 23 LATCH JAMB 1-1 4" X 4-9 16" PONDEROSA PINE PINE 24 #8 x 1 1 2" TEK SCREW LITE FRAME STEEL 25 3 8 " RADIUS QUARTER ROUND STOP SOFTWOOD 26 TOP RAIL LVL PINE CAPPED LVL W PINE 27 BOTTOM RAIL FINGER JOINTED PINE PINE 28 EXPANDED POLYSTYRENE 1.0 TO 1.2516s DENSITY BY JELD-WEN FOAM 29 132 FIBERGLASS DOOR PANEL SKIN W/ PUR-FIBER TECHNOLOGY 0.065" NOMINAL THICKNESS) BY JELD-WEN FOR CURRENT NOA FIBERGLASS SKIN 30 LOCK BLOCK 2-1 2 x 18 PINE 31 HINGE & LATCH SIDE STILE (LVLI PINE CAPPED LVL PINE #8 X 3" PHILLIPS FLATHEAD SCREW VINYL 33 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 SIDELITE JAMB 1 1 4" x 4 9 16" PONDEROSA PINE PINE 35 SIDELITE RAIL &STILE LVL PINE 36 1 1VES SURFACE BOLT #454 8.0" L. X .25" THK. 37 SURFACE BOLT STRIKE 0.125" 7HK. STEEL 38 DOW CORNING 1199 SILICONE SEALANT SILICONE 39 1" X 1 2" CORRUGATED NAIL STEEL 40 1 4-20 SEX BOLT W 1 4-20 FEMALE END x i" L STEEL 41 16-GA, 7 16" CROWN BY 1-1/2" LONG STAPLE STEEL 42 i6 GA. BRAD TRIM NAIL 3 4" L. STEEL 1 4" X 1 1 2" WOOD MULLION CAP WOOD PINE f43 4 SIDELITE SILL FRAME 1 1 4 x 4 9 16" PONDEROSA PINE e Frn DAM Sril