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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: 1 Q DATE FILED: ta A ocao PERMIT# ` `l Q p�a� REVISION FEE: �S'c)b RECEIPT# I PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADD RE DETAILED DESCRIPTION OF PROJECT REVISIONS.: 0CLU--(-f m�vc,-1 I CONTRACTOR INFORMATION: STATE of FL REG./CE T. #: �'CG- (D S� 3 I ST. LUCIE CO CERT. #: BUSINESS NAME: �QY\S — c QUALIFIERS NAME: - ADDRESS: CITY: -\/Q VC, STATE: ZIP: 3 2-5 to^1 PHONE(DAYTIME): --I Z 2_-Z-T O-Z 12 C7 FAX: OWNER/BUILDER INFORMATION: NAME: Q ( Cam.t� ADDRESS: SCo S J O CITY: STATE: ' l_ ZIP: 3 PHONE(DAYTIME: 11 •1 Ff 5 q c FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: " VISION: SLCCC: 9123109 Revised 06130117 1 . Business ♦ ♦ Regulation n Y. BCIS Home I Log In I User Registration Hot Topics f Submit Surcharge [ Stats&Facts C Publications Contact Us BCIS Site Map Links Searchd, f Florida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail i FL# FL18504-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ I Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 i (717)365-3300 Ext2560 [ bsitlinger@miwd.com I Authorized Signature Brent Sitlinger r bsitlinger@miwd.com i Technical Representative I Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed i Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida.Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company i Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL18504 R3 COI FL COI.pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 ! Equivalence of Product Standards Certified By i Sections from the Code Product Approval Method M he ptio visION Date Submitted 11/05/2018 Date Validated 11/26/2018 Date Pending FBC Approval 11/26/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01455B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum Span-156-3/8",Impact Resistant up to FL18504 R3 AE 512079B.pdf Wind Zone 3 Created by Independent Third Party:Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01445C.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum Span-96",Impact resistant up to Wind FL18504 R3 AE 512069C.Ddf i Zone 3. Created by Independent Third Party:Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ:No FLIB504 R3 II 08-01834B.odf Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas PE-62514 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum span-120",Impact resistant up to Wind FL18504 R3 AE 512521B.i)df i Zone 3. Created by Independent Third Party:Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01833B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum Span-84",Impact resistant up to Wind FL18504 R3 AE 512520B.odf Zone 3. Created by Independent Third Party:Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion,Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01907A.odf Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:'Maximum Span-120",Impact resistant up to Wind FL18504 R3 AE 512602A.odf Zone 3. Created by Independent Third Party:Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01906B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum Span-84",Impact resistant up to Wind FL18504 R3 AE 512601B.Ddf Zone 3. Created by Independent Third Party:Yes r 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom iLimits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-02834.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Maximum Span-120",Impact Resistant up to Wind FL18504 R3 AE 513629.1)df Zone 3. Created by Independent Third Party:Yes 0 0 i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click ere. Product Approval Accepts: �? ® FCteck M I r_� Credit Card , Safe. I i i f I i i i i L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville,NC 27023 434-698-0609 Report No.: 612069B rilomas@lrlomaspe.com Manufacturer: MI Windows and Doors,LLC 650 West Market St Gratz,PA 17030 Product Line: M-1926-Vertical Mullion j Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of f Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01445 revision C prepared,signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No.512069-1 B per AAMA 450-10 option 3, prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: Refer to design pressure charts in approval document. •', Maximum single window unit size: 52 118°x 96" • Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in Wind-Borne Debris Regions, up to Wind Zone 3. j Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;mullion or individual units. • All windows attached to mullion must be manufactured by MI Windows and Doors, LLC. Installation: Mullion must be installed in strict accordance with manufacturer's installation instructions and approval document !, 08-01445 revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). ��11111 I.l 11I/ ����g R• L b //ii v�•�\GENS�•(' 445 r o , TAT E 4 F ; A. ORMt- ONAL,����� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 10/25/2018 AV REVISIONS REV DESCRIPRON DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 08/07/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 8 REVISED ANCHORING NOTES 05/10/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. C REVISED CHARTS 10/26/18 R.L. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE ANCHORING NOTES: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. SHEET 3. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED SHOWN IN INSTALLATION DETAILS SHEET 4. UNDER SEPARATE APPROVAL. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS SHOWN IN THIS DRAWING, WINDOWS MUST BE MANUFACTURED BY MI MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS WINDOWS AND DOORS, INC. SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 4) ALL FASTENERS TO BE CORROSION RESISTANT. WINDOW OR DOOR UNIT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS ANCHORED AS SHOWN HEREIN. LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TO THIS DOCUMENT. TYPE 1 (OR GREATER). D. METAL — STEEL 18GA (,048") FY=33KS1/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI .0625" THICK MINIMUM. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. SIGNED:1012512018 TRIBUTARY WIDTH = W1 + W2 MI WINDOWS AND DOORS, LLC ��u11111i1i 2 650 WEST MARKET STREET \�\\\\s R' D2� i GRATZ, PA 17030 v.��QENS�.9�� M-1926 VERTICAL MULLION *• TABLE OF CONTENTS 96" MULLION SPAN =V SHEET NO. DESCRIPTION NOTES OO�'• AT OF AQ:\ DRAWN: DWG N0. REV i LORIOP'•A�� 1 NOTES V.L. 08-01445 C ��/�SS%•'' l�G��� 2 CONFIGURATIONS AND DP CHART 'GALE NTS DATE 01/11/12 1 SHEET OF 4 110 �\\ 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. 4 COMPONENTS 434-688.0609 rllomas@ldomaspe.com FL No.: 62514 REVISIONS 3 3/4" REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. 3/8„ 8 REVISED ANCHORING NOTES 05/10/17 R.L. {.---2 3/4" --{ C REVISED CHARTS 10/26/18 R.L. __l 2 7/8„ SECT M-1926 MULLION �— ALUMINUM6063-T5.125"THICK SECT5796 CLIP 2X 01/4" FOR CONCRETE INSTALLATION 3 1/4" ALUMINUM 6063-T5.125"THICK 1 3/8" 5/8 3 3/4 3/8,. 3/8„ 3/8" 2 X 01/4" �^ 3 1/4" 2" 2 7/8" 7/a 1- 4" C T— SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125"THICK MT000022 CLIP 16GA(.063"J GALVANIZED STEEL 3 3/4" 2 1/4" 1„ 3/8„ 1— SIGNED:1012512018 '/a„ MI WINDOWS AND DOORS, LLC \\\S R�I LIO///ii, �— 2X 01/4" 650 WEST MARKET STREET �\�J\,••• .;1i 1 1/2" GRATZ, PA 17030 `r� \C E NSA-- M-1926 VERTICAL MULLION 0 51 *_ �— 96" MULLION SPAN =.fl (�f� �� 1 1/2 COMPONENTS -0, TAT OF tp DRAWN: DWc N0. REV ��• `O10R�aP* " V.L. 08-01445 E�G� SCALE NTS IDATE 01/11/12 I SHEET OF 4 SECT5796 CLIP FOR WOOD FRAMING INSTALLATION LR0BERDLEWlSTO SP.E. Luis R. Lomas P.E. ALUMINUM 6063-T5.125"THICK }434 WOO-0609 ROLaS9lrl MaSP0LLE C27023 FL No.: 62514 434-688-0609 rllomasQlrlomaspo.cnm Igir REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. B REVISED ANCHORING NOTES 05/10/17 R.L. 1 MIN C REVISED CHARTS 10/26/18 R.L. " EDGE DISTANCE 1 MASONRY/CONCRETE BY OTHERS a . a •., 1 17 1/4" a MIN. EMBEDMENT SECT5796 OR 0022 •I I — -- � MT00CLIP I I _ J J SECT M-1926 3/16" ELCO ULTRACON MULLION TAPCON SECT5796 SECT5796 CLIP CLIP F S S OR SECT MULLION 1926 I i SELF DRILLING I I SCREW SECT5796 CLIP _ #10 WOOD SCREW 1 SECT5796 OR I I 1/2" MIN METAL MT000022 I I _— EDGE DISTANCE STRUCTURE CLIP _ L BY OTHERS 1 3/8" MIN. VERTICAL CROSS SECTION EMBEDMENT METAL STRUCTURE INSTALLATION CLIP INSTALLATION 1/2" MIN WOOD FRAMING/ EDGE DISTANCE 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED:i0/wo18 MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET \\\�J\S R•�d�j7��� GRATZ, PA 17030 `r•.�\GENs 9d, M-1926 VERTICAL MULLION ifs• p61 Tt= 96" MULLION SPAN INSTALLATION DETAILS OTATE OF .• DRAWN: OWG NO. REV '/'� •'cIORIOQ;• L. - - 08 SCALE NTS 01/11/12 So 5 C ET3 OF 4till DATE j1E�G�\\\ L.ROBERTO LOMASP.E. LUIS R. Lomas P.E. 1422 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 dlomas@Idomasp9.wm REVISIONS 107 3/8" 107 3/8" 107 3/8' REV DESCRIPTION DATE APPROVED COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH A REVISED INSTALLATION DETAILS 08/07/15 R.L. W1 �{� W2 W1 ---{� W2 W1 W2 B REVISED ANCHORING NOTES 05/10/17 R.L. I C REVISED CHARTS 10/26/18 R.L. 96" / 96" /// 96" FRAME FRAME WINDOW FRAME WINDOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPAN) / / SPAN) / / SPAN) / 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH FWl w2 w1--{ wz w1--{{-- wz 96 /� WINDOW // 9(5.1 / WINDOW /f 96 /f /// WINDOW FRAME ` / FRAME FRAME WIND0 HEIGHT (MULLION! WINDO HEIGHT HEIGHT WINDOW / (MULLION // // SPAN SPAN) ) / / / (MULLION SPAN W1--II- wz Wl L ��wz [::: w1�I-- w2 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. Design pressure rating 1pso Design pressure rating 1pso Units anchored into wood and metal framing Units anchored Into masonry/concrete Mullion butary width(In) Mullion Tributary width In) SIGNED:10/25/2018 span(In) 18.13 25.60 36.00 42.00 48.00 62.13 span(in) 18.13 25.60 36.00 42.00 48.00 52.13 25.00 120.0 1200. 1200. 1200. 1200. 1200. 25.00 120.0 1200. 1200. 1200. 1200. 120.0 MI WINDOWS AND DOORS, LLC �YY�11111II/��� 37.38 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 WEST ET 62.00 6..4 73.6 58.4 53.7 50.7 49.4 62.00 107.1 0 650.8 64.8 59.7 6.3 54.8 GRATZ,MPAK STREET 17030 s� 65.63 90.2 68.6 53.9 49.3 46.3 44.8 65.63 100.2 76.2 59.9 54.8 51.4 49.8 M-1926 VERTICAL MULLION 41. D72.00 81.0 61.2 47.6 43.2 40.1 38.6 72,00 90.0 68.0 62.8 48.0 44.0 42.0 96" MULLION SPAN84.00 62.1 45. OF 0 33.1 29.1 26.3 24.9 8400 62.1 4&0 33.1 29.1 26.3 24.9 CONFIGURATIONS AND DP CHARTSAT 90.00 50.4 36.4 26.6 23.4 21.0 19.6 90.00 50.4 36.4 26.6 23.4 21.0 %8 �p�.• 96.0a 41.4 29.9 21.8 19.1 17.1 16.0 96.00 41.4 29.9 21.8 19.1 17.1 16.0 DRAWN: Dwc No. REV �� .z0R1`JP•\.�\�� -LARGEAND SMALL MISSILEIMPACT,LEVEL D,WINO ZONE3 CAE NTS DALE 01/11/12 08 SO1LT42 OF 4 C //i�f�pNALIENG��\ L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWIS VILLE,NC 27023 FL No.: 62514 434-688-0609 d10m0sQldomasp0.WM Florida Building Code Online rage I or j T FZ,71;- P var �rFrvrt- X.-`tits »t';• is 'i �' c 1:. BCIS Home i Log In i User Registration ; Hot Topics,i Submit Surcharge ? Stats&Facts Publications ; Contact Us i BCIS Site Map Unks Search but"�d ~i# Product Approval USER:Public User I A .Product Approval Menu>Product or Application Search>Application List>Application Detail I Y, a FL# FL14569-R10 �; Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived L.S Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com I i Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeid-wen.com Quality Assurance Representative Address/Phone/Email i j Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14569 R10 Enuiv ASTM E84 Equivalency Letter SS 2017-08-31.odf i i Product Approval MethodRE'OVh ion Date Submitted 1 10 N 019 https://floridabuildiniz.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 1/21/2020 Florida Building Code Online Page 2 of 3 Date Validated 05/15/2019 Date Pending FBC Approval Date Approved 05/17/2019 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Ute Door,Outswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R10 C CAC NI006255-Mriclf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2027 Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer FL14569 R10 II 3W0509-03 Installation.Ddf instructions as stated on drawing 3W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R10 AE PER3392.13df Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Ute Door,Inswing,6-0"x 6'-B" I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 RIO C CAC NI006255.02-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2027 Design Pressure:+60/-65 Installation Instructions Other: FL14569 R10 lI 3WO509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 RIO AE PER3393.pdf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Ute Door,Outswing,6'-0"x 8'-0" j Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL14569 RIO C CAC NI006254-117.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2027 j Design Pressure:+50/-50 Installation Instructions Other: FL14569 RIO II 1W0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 RIO AE PER3391.odf Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- . Impact Rated Glazed Sidelites,12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R10 C CAC NI012741-Rl NI012741.01-111.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2028 Design Pressure:N/A Installation Instructions Other: FL14569 RIO II 3W032012FL Installation.ridf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R10 AE PER3321.Ddf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO12740-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2028 Design Pressure:+45/-45 Installation Instructions Other: FL14569 R10 II 1W072012FL Installation.odf Verified By: Hermes Norero 73778 ! Created by Independent Third Party:Yes Evaluation Reports FL14569 R10 AE PER3322.Ddf Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R10 C CAC NI011082-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2027 https://floridabuilding.oriz/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 1/21/2020 I ' Florida Building Code Online Page 3 of s Design Pressure:N/A Installation Instructions Other: FL14569 R10 II S-2104 Installation.Ddf Verified By:Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R10 AE PER3398.odf Created by Independent Third Party:Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0" i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R10 C CAC NI011096-113 NI011096.01-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2027 Design Pressure:N/A Installation Instructions Other: FL14569 R10 II S-2108-01.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R10 AE PER3832.Ddf Created by Independent Third Party:Yes i Back Next I 1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement,.:Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.sPursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. i Product Approval Accepts: zs. �l� iLradLz=F9 Credit Card Safe I i I i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVB jriRcYg%2f... 1/21/2020 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI011082-R3 3737 Lakesport Drive Certification Date: ' 05/01/2012 ' Klamath Falls, OR 97601 Expiration Date: 08/31/2027 IV Revision Date: 05/13/2019 a, Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite (wood frame) ENT Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at rvww.N.amicei-tificatioea.coni. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 312"x 6'10" +66/-70 10.0 psf Yes CTLA-696W/W-1897 Max Panel Size:3'0"x 6'8" Single Installation Details:S-2104 1-8) OX/XO . O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W/W-1897 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: Te g Sidelite DLO:6"x 5'3"(1//88""Tempered Glass) Installation Details:S-2104 1-8) OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W/W-1897 Single w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0" g Sidelite DLO:6"x 5'3"(1/8"Tea mpepe red Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W/W-1897 Max Panel Size:3'0"x 6'8" Double Installation Details:S-2104 1-8 OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W/W-1897 Double w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0" Sidelite DLO:6"x 5'3"(1/8"Tea mperper ed Glass) Glazed Installation Details:S-2104(1-8) National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 1. A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com 5. i f[liro'dumlckc �L.fC allualtiona, Ref �.'�ivrii i fI i JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for i Florida Product Approval 7 n.3 tiG t'.X sI L. J V,.''o ''�l tJ' j Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: yy j%'a'� T 1 .u-..., L����.eG3V it C .'1��'4i�.. R. r h 1 F. O Prepared by: ��`��,�' • �1'Ap •J�/'. Florida Professional Engineer#73778 _ * _ 7781 Date: 02/02/2015 10 TT�E�OF o q�o`R foP• �v Contents: .�.• ••,.• • . Evaluation Report Pages I—4 Digitally signed by Hermes F.Norero,P.E. ////i iI���� Reason:I am approving this do.Cument Hermes F. Norero, P.E. Date:2015.02.1812:1,8:39-05'00' Florida No.73778 BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop} Certificate of Authorization:29578 Report No: 3398 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) i Product Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Eve Drop Date: 0 8 Every p Report Noo:: 3398 =� Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). i I Performance Standards: The product described herein has been tested per: • TAS 201-94 o TAS 202-94 • TAS 203-94 I Referenced Data: i I 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/2009 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN,inc.has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 i After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. i B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient j length to achieve minimum embedment of 1.25" into concrete or masonry. i C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions (S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: i Design Pressure XX,OXXO X,OXO,XO,OX Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. i i Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 - 70.25"MAX. OA. FRAME WIDTH �j}�� 74.5"MAX. O.A.FRAME WIDTH J�� A�b"1lo Steel B75"TYP. - '-' .125" .75"Typ. _ - BA MULL. SIDS"MAX. O.A. 36.625"MAX. OA. BAR nP• 4'MAX.FRAME WIDTH CONTOURSSTEELDOOR,WOODEDGE PANEL WIDTH 36°MAX• O.A. _ .875" 36"MAX OA. , - 14°MA. OA WIASTRAGAL 'PANEL WIDTH TYP: PANEL WIDTH PANEL WIDTH 64"OPAOUEOI/TSWINGIMPACT DOOR UNITS j WITH&WiTNOUTNON4AIPACTSIDELITES t GENERAL NOTES INACTIVE ACTIVE ® ® 6„ Cr te C4 1. THIS PRODUCT IS DESIGNED TO COMPLY WiTH THE CURRENT FLORIDA BUILDING 80" 80" °'MOD.L.O. CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HiGH VELOCITY HURRICANE MAX . Q F r ZONE'HVHZ"REQUIREMENTS. OA O.A. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 63.125" W ^ _ LOADS TO THE STRUCTURE HEIGHT HEIGHT 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION a O.A 4 DRAWINGS.ANCHOR EMBEDMENT iO BASE MATERIAL SHALL-BE BEYOND WALL 81.25 D.L.O. 81F G HEIGHT DRESSING OR STUCCO. MAX.• D MAX. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS, OA, O O.A. 5.THIS PRODUCT MEM THE WATER REQUIREMENTS FOR HVHZ"ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW HEIGHT HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. z 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES woo py B. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE SINGLE OUTSWING IMPACT CONFIGURATION. J A UNIT(OXO)W/NON-IMPACT c�i c-i HG 0,75" 0.625° SIDELRES VIEWED FROM EXTERIOR 0.625' c a z RESIDENTIAL INSULATED STEEL DOOR(Commontoallframeconditions) DOUBLE OUTSWING IMPACT UNIT(XX) o Z� COMPONENT CONSTRUCTIONS: _ 37.75"MAX. D.A. VIEWED FROM EXTERIOR 875• 107'MAX. O.A.FRAME WIDTH z J 125" -- .75'MULL. _ 15.5"MAX. O.A. w s Go z cx Face sheets:24 ga. (0.020)minimum thickness, Galvanized Sleet A-525 FRAME IWDTH TYP. BAR 1YP. SIDEUTE FRAME WIDTH y o o w w 36.625°MAX. O.A n p commercial quality-AKDQ per ASTM 620 with average minimum yield 36"MAX. OA PANEL WIDTH 36°MAX. OA._ 14"MAX. O.A. j strength F ove.=24,600 psi. .875"TYP. - - W ASTRAGAL PANEL WIDTH PANEL WIDTH o¢9 Y( ) P PANEL WIDTH Core d •Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by o o JELD-WEN, INC. 1- bent Door Panel Construction The active and inactive panels are constructed from ® ® ® ®24GA.(0.020"min.)galvanized steel. The face sheet tops and bottoms are ®90'over the top and bottom rails. The top LVL rail measures 1.67" INACTIVE ACTIVE OA D.LO. 5 §bi wide x 1.042'high.The steel bottom rail Ss roll formed 0.021"galvanized i i WIDTH R> ~~ steel measuring 1.67"wide x 1.21"high. The sides of the face sheet are 80" 80° E roll formed onto the LVL latch stile and Ponderoso Pine hinge stile which MAX. MAX la measure 1.67"x I.0 The interior cavity is filled with polystyrene. The O.A. Ei _ face sheets are glued to the polystyrene. PANEL PANEL 6 o a Fixed Lite Const.: The sash is constructed from 24GA (0.020"min,)galvanized HEIGHT HEIGHT (31 MAX.MAX N N w steel.The edges of the(ace sheet ore bent 90'over the polystyrene core a OA w w w z and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25' 81.25' O 4 D.L.O. g Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. G HEIGHT l o o details.) The lite frames are sealed w/QSD glazing compound on the OA Ur C O D D.A. O �M� y y exterior. FRAME FRAME o Ro o z�r Frame Construction:the frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT measuring 1.25"wide x 4.5625"deep. The door and sidelite head jambs o c 8 B are mortised and butt Joined to the side jambs and attached with (3) 16GA. co co 2"x 7116"crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041"deep x 1.0"high. The threshold is attached to 0 0 0 0 DOUBLE OUTSWING IMPACT the frame with 3 16GA 2"x 7 16"crown wire sta les. 1111jzj UNiT(OXXO)W/NON-IMPACT TABLEOFCONTENTS 0.625' 0.75" 0.625' ���� F NOY4 Sr_ncLITFs VIEWED FROM EXTERIOR SHi# I DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) i DATE 9-11-01 / Q TERIOR TABLE 1 1 � VIEWED FROM EX GENERAL NOTES AND TYPICAL ELEVATIONS : t ` Prepared B: sue° N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS •/No /�3i •: P X 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING-WHERE WATER = *�� _ Dwo,BY: JWJ INRORMON REQUIREMENT IS NEEDED ' 4 HORIZONTAL CROSS SECTIONS AND NOTES D }1TE9F 5 ANCHORING LOCATIONS AND DETAILS SINGLE DOOR UNIT(X,OX,X0,OXO) 466 psf-70 psi UJ W/WO NON-IMPACT SIDEUIES O �� P;' kr DRAWING NO,: 6 ANCHORING LOCATIONS AND DETAILS 1 -0 'nq �4 sa o . 7 GLAZING DETAILS DOUBLE DOOR UNIT()or,oxx XXO,ova) Reason:signed r Hermes F.document P.E. i c iaR ua v BUILDING DROPS, INC, 5-2104 8 UNIT COMPONENTS W/W0 NON-IMPACT SIDEIIIES +57 psf-57 psf Reason:I am approving this documentP� � � Phone:954-399-8478 Date;2015.02.1912;44;49-05'00' reps: A rz qR o.ies7e Fax., 954-744-4738 SHEET 1 OF B 0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ LIEN! p SCRI TION MATERIAL EDGE DIST. MASONRY 51 EDGE DIST. / MASONRY 51 1 DOOR STEEL FACE SHEET 24GA. 0,020 h11N. STEEL 1.50" BY OTHERS 1.50" / BY OTHER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN, MIN, 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 0.250 EMS. 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD 19 EMB. 19 5 4"x 4"BUTT HINGE 12 a. BY HAGER) STEEL SHIM 20 20 6 #9 X 1"PFH WOOD SCREW HINGE TO DOOR j m 7 DOOR LATCH STILE LVL cd cri 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM U - 0 in j//j jj/. 2 0.250" / . j/, / 44 9 BRAD TRIM NAIL 16GA. X I" FOR MULLION CAP STEEL 0 u i/ MAX. // �/ 10 COMPRESSION WEATHERSTRIP FOAM Z n Q cV SHIM 11 DOOR TOP RAIL LVL W w SEE DETAIL 7 71 SEE DETAIL 7 32 ac ON SHEET 5 ON SHEET 5 rz DOOR BOTTOM RAIL STEEL a 1 13OLOCK INGE STILE FINGER JOINTED PONDEROSA PINE WOOD SEE NOTE 6 ON 31 141 J 4"PFH WOOD SCREW STEEL Lu rM. _ 17 SH> 4 29 SEE NOTE 3 ON 15LOCK FINGER JOINTED PONDEROSA PINE WOOD10 SHT. 4 i6ITW TAPCON ANCHOR W 1 1 4"MIN. EMBED. STEEL 17DED POLYSTYRENE 1.0 to 1.25 Ib. c1 DENSITY BY JELD-WEN FOAM 1.750"MIN 1.750"MIN. 18EDPANEL THK PANEL THK. 36 19D SUB BUCK WOOD 17 20 SHIM 0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER - SEE NOTE 2 ON 21 KWIKSET 400 SERIES KNOB STEEL SHT 4 23 38 22 KWlKSET TITAN 700 SERIES DFADBOLT NOi SHOWN STEEL ' 23 8 x 1 1 2"PLASCREW ODL LITE FRAME STEEL z 45 24 8 x 2"PFH WOOD SCREW STEEL ••'''Ft,:• 25 8 x 2 1 2"PFH WOOD SCREW STEEL `El w� 0.125"MIN. 47 26 10 x 1°PFH WOOD SCREW IMPERIAL AS io DOOR STEEL o h� GLASS THK. 27 10 x 2"PFH WOOD SCREW STEEL s a a y Ll 28 MULLION CAP WOOD a a� mo NTI ERIOR TfX ERIOR INTERIOR iOR 29 SILICONE CAULK CR fAWRENCE 33 C SILICONE 81.25" 8 MAX. 81 25" 80.0" 30 GLAZING COMPOUND OSD BY ODL SILICONE c z m m MAX, AX• MAX. 31 BRAD TRIM NAIL 16GA x 3 4" FOR 3 8"QUARTER. ROUND. STEEL 0 i S MAX. SEE GLAZING 1n O.A. O.A. O.A. DETAILS, SHEET O.A. 32 3 8"QUARTER ROUND SIDELITE STOP WOOD � :t FRAME PANEL FRAME 7 �` PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF o¢ o HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET#1751 STEEL HEIGHT 35 SCHLAGE DEADBOLi#8360 NOT SHOWN STEEL 36 1 SIDELITE STEEL FACE SHEET 24GA 0,020"MIN. STEEL STEEL a u a 37 1 8"TEMPERED GLASS BY PPG GLASS x=x SEE NOTE 2 ON 37 N 3 N ti m SHi. 4 23 38 ODL L17E FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4"x 4 9116 x 81 1 4" P.7. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL P o 42 YALE KNOB HERITAGE SERIES STEEL N n Al 43 YALE DFADBOLT HERITAGE SERIES NOT SHOWN STEEL o 7 44 SIDELITE FRAME HEAD, SILL AND JAMBS(flNCER JOINTED PONDEROSA PINE) WOOD SEE 17 SHi. 4 29 45 LATE FRAME BY TRINITY FOR 112 "I.C.U. POLYPROP. 10 ZO 46 1 2"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS o o EE NOTE 8 ON 16 47 LRE FRAME BY TRINITY FOR 1"GLASS POLYPROP. o EE NOTE 9 ON 33 SHE 4 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS �w SHi. 4 16 .' SEE 3 49 LITE FRAME SCREW 6 x 1 12"LONG PANHEAD BY TRINITY STEEL SEE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE 8 12 ON SHEET 5 . 4 51 10WOOD INSTALLATION SCREW W 1.50"MIN. EMBEDMENTS44 \� 52 DOOR LATCH STRIKE PLATE STEEL 53 1 DOOR LATCH DEAD BOLT STRIKE PLATE I STEEL ^ ^o 0 0 0 O �'i u wooma 1.25" r e,%:•J,:h ��. ;." 9-11-01 ,.. . MIN. :O _ Prepared By: SCALE: N.T.S. 1.25" CONCRETE EMB.ONRYy T.75"�2.50°MIN�� MASONRYCONCRET *L✓Ncy�7 7 2.50"MINA / Dwc.BY, JWJ EMB. EDGE DIST, BYSOTHERS MIN. EDGE DIST. BY O O cNK.BY:S. SAFFELL MIN. BY OTHERS DRAWING NO.: [q�VERTICAL CROSS SECTION VERTICAL CROSS SECTION '. c nAL ab a.` BUILDING DROPS, INC. ©WITH HIGH DAM THRESHOLD v AT SIDELITE SASH 4sp�c EAa* ';. Phane: 954-399-8478 S-2104 ,sae�etuu� A z qry o,xse�e Fax:954-744-4738 SNEEf 2 of 8 SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7 ON SHE 4 21 4234 13 6 5 6 3 20 19 27 ON SHE. 4 0 EXTE 10 EXTERIOR ,- 1.750"MIN. to a. cc q PANEL THK. Q , O ; N w tc w r, 5 = :... :-. %%� a .' •' CONCRETE/ ca a ; MASONRY a �• % s BY OTHERS 10 INTERIOR 7 W 0.75"MI 51 10 1 17 17 1 10 51 /// 0.75°MIN. 8 m // o y EDGE DI T,..°° \ SEE DETAIL 5 SEE DETAIL 5 °°, EDGE DIST. g o ° n, ON SHEET 5 o` o m ' a ON SHEEP 5 _ 0.250°MAX. rC�HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION n a zi } oy SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250"MAX. S m 1.50°MIN. SHIM CONCRETE/ EMBED. 1 EMB D. a a MASONRY BY OTHERS Mffg o SEE NOTE i of P' ON SHE. 4 26 40 a e a ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) RIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM 17 15 1 7 40 52 7 1 15 214234 INACTIVE XTERIO ACT v o r �oNw SEE NOTE 26 1 SHE INTERIOR DETAIL I 1 ASTRAGAL TO STILE ATTACHMENT o 0 0 0 1.750"MIN NOTE. ITEM 24 NOT SHOWN THIS o a PANEL THK VIEW FOR`L`AR{%iirrrrr� ^o 0 0 o c F. 7 SEE NOTE 4 24 SEEONOEIAIL HIS Z� �G - QQ�'." DATE: 9-i 1-01 ON SHE. 4 10 1 17 N � 7 Prepared By: SCAM' N.T.S. SHEET =* _ DWG.BY. JWJ �T/ATjj e a Q CHK.BY.S. SAFFELL (F\ HORIZONTAL CROSS SECTION �O 9 P;' <u� DRAWING Na.: nw g AT IMPERIAL ASTRAGAL 'CRA.[r .7 a�� BUILDING DROPS, INC. S-2104 EA '��e Phone: 954-399-8478 iaae�u� A zA qn�'D.xe97e Fax: 954-744-4738 SHEEP 3 ov 8 37 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 2B 9 44 14 SEE HE 7 ON SHT. 4 ON SHi. 4 32 47 45 3B EXTERIO o SEE NOTE 3 7.750"MIN. o m ON SHE4 31 EXTERIOR PANEL THK. 36 17 m a � otn 37 ? 0us- a Q m W W iy W LO INTER] 0R ' SEE GLAZING 36 �// 10 ��� SEE NOTE 2 SHEET 7 10 DETAILS, ON NOTE 6 29 �// ��� 25 SEE NOTE 5 1 17 17 1 SON SHi. 4 25 / %/// ��\ 29 SEE NOTE B $ y o ON SHE 4 ON SHT. 4 / ON SHT. 4 SEE DETAIL 5 SEE DETAIL 5 v 4 0.750" ON SHEET 5 ON SHEET 5 $S h 0.750" SEE GLAZING 39 39 DETAILS, SHEET 7 0 1 IN o0 (Fl HORIZONTAL CROSS SECTION tG\ HORIZONTAL CROSS SECTION o z z " a AT SIDELITE TO LATCH JAMB U AT SfDELfTE TO HINGE JAMB $m A cn �oo � asd � O C.NOTES: a-d _ 1. SPACING FOR ITEM'#26 THE#10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS C MASONRY 51 19 20 4 31SEE 0E SHOT 43 37 olU�� o AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0", 2.57, 4.0", 5.5, 13.0, 18.0"& 26.01'. BY OTHERS �a 2. SPACING FOR ITEM#23 THE#8 x 1 112"PLASCREW IS AS FOLLOWS: SEE GLAZING a >x x x 32 36 38454 TOP&BOTTOM HORIZONTALLY SIDELITE PANEL 3.0"IN FROM EACH CORNER. DETAILS, SHEET 7 U ON THE SIDES. VERTICALLY, FOR THE SIDELITE PANELS• 3.0", 13.0", 26.0", 39.0", 52.0"& 63.0". '•"p ��� J. SPACING FOR ITEM#Jl THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE ANO ITEM J9 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS g FOLLOWS: TOP & BOTTOM HORIZONTALLY(FOR THE 318" QUARTER ROUNDI; 1.25"IN FROM EACH CORNER WITH e EXTERIOR N N w (1) NAIL MID-SPAN. \ o ONCE SIDES VERTICALLY(FOR BOTH 318"QUARTER ROUND & MULLION Cam; 1.25"FROM EACH END & SIX MORE a. EQUALLY SPACED ON THE FIELD. a ° y 4. WHEN ATFACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM#25, A #8 x 2 112"PFH WOOD SCREW. � 0.125"MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A #8 x 2" GLASS THK. fr PFH WOOD SCREW, 5. SPACING FOR ITEM#25 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °4. IS AS FOLLOWS: 6,0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIEL SEE NOTE 2D, 23 ^^ N N 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM#29 SILICONE CAULK ON THREE SIDES AND ° / ON SHT. 4 0 0 0 0 OH _HORIZONTAL CROSS SECTION w a 3/8"QUARTER ROUNDS SECURED WITH ITEM(/31 BRAD TRIM NAILS x 3/4"LONG. a \� W' T I ELITE TO BUCK N o^ 0.75"MIN. ��� 29 SEE NOTE 6 ``����f�II�P _�,B o 0 0 7, WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 27, A 10 x 2"PFH SCREW. WHEN ATTACHING c°' EDGE DIST ;a ON SHi. 4 ��� ES F•NO ���i w o m<THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A J10 x 1 3/4"PFH WOOD SCREW. B. SPACING FOR ITEM#49 THE#6 x 1 112"PANHE4D SCREW(TRINITY 1ITEFRAME) IS AS FOLLOWS: SEE DETAIL 5 �`� �i fy�''^�1 '�� DATE: 9-j j-Oj SIDELITE UTEFRAME FROM THE TOP DOWN V RTICAIIY; 3,25", 18.0625", 32.81257, 47.5625"& 62,625". •�\G INS. SCALE:° ON SHEET 5 z !% Prepared By. N.T.S. D LI UTEFRAME TOP& BOTTOM. FROM THE LEFT: ONE(1) SCREW AT 4.4375". e N0.7,3778' - DWG.er: JWJ 0.250"MAX. =* :_•..'i"k/-~/ : * _ 9• ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM ° ;'ST T�OF i a cHx.er:S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. ' 7� �� to+ fy 1.50"MIN. O S P <u DRAWING NO.; 10. USE ITEM J51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM#25 WHEN INSTALLING INTO 'nu+�R c4b. 2 EMBED. �i �rtt+•urt� BUILDING DROPS, INC. 5-2104 MULLIONS. USE ITEM //i6 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. EMBED. Phone: 954-399-8478 r A rz qn o.29578 Fox; 954-744-4738 SHEET_L of 8 74.50"MAX. OA. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 ^�-ON THIS SHE • y a^i SEE DETAIL 4 4.90"TYP - - - 9.00"TYP. ON THIS SHE 301,TYP. .00"TY. - 6.58" 6.00"TYP. �j m o to 6.00, nE &,00"TYP. 12,50' 3.00' TY. ypP --3.00"TYP, SEE DETAIL 4 a -- . TYP. 00"TYR T5Y1 T5y1 � .• - 51 -- - 1I ON THIS SHT. 6 TYP, 3 375' 6»§ae a" W � � Z TYR 31" SEE 6 TYP. P P. 7. NOTE 5 31" 5 ON SHEET 4 5 SPACES SPACES 0 13.85" SEE DETAIL 6 13.85' SEE DETAIL 5 ON THIS SHT T. - - - - r ON THIS SH - 8 " 81.25" 1 O.A. 25 El g. z 0 O.A. / �1 FRAME 15,50" - - TYP. FRAME HEI HT HEI HT - 5.50" 0 / $zo ?o 31" o =� v W VI 31" L36.125" 16 0 VQ! 36,�25" 16 gl TYP. TYP. 7i o _ _ I I I a a ir»� 3.00" TYP- -3.00"TYP. ,,,��,,,�� -3.00"P'P. 12.125" 3.00"TYP- - 7.00" TYP. 6.00 7.00"TYP. TY � E2 TYP. .15"MIN. 128 C-SINK. N o w i-t s SEE DETAIL 3 > W o o ON THIS SHT. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS / g DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I o o it z-- VIEWED FROM INTERIOR 16 51 25 1� cEl 53 53 SEE NOTE 10 \\ 25 ^^n N N N 16 14 27 SEE NOTE ON SHEET 4 o 0 0 0 7 SHEET 4 DETAIL lllllllllfl/ .-•n n o 0 0 \ 41 / o \ �/ i 1 i �����,ES F O�i OUNTERSINK FOR INSTALLATION ANCHORS w w c ul m a / / o i DATE: 9-11-01 g a 5.50" 1 I 5.50" 1 I 24 25 �� t4 G S;. p �. 1 � o 0 6 24 SEE NOTE �? �,r Prepared By: SERE: N.T.S. ^� 41 ` -� `� ° ° 1 4 SHEET 4 *�; `N 7 7 : * = awc. BY: JWJ iT cHK.er:S. SAFFELL P•' �u oaAvnNc No: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 52 - 52 �':�� amd�++�E*+�•`a �` BUILDING DROPS, INC. 5-2104 DETAIL 5 DETAIL 6 e�gyp, c �w�a Phone: 954-399-8478 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB Fm e . 11CR a.2957e Fax., 954-744-4738 SHEEr 5 of 8 107.00" MAX. O.A. FRAME WIDTH d 37.75"MAX. O.A. a �\ gI FRAME WIDTH C.) m o to SEE DETAIL 2 p ON SHEET 5 W w 0 4,50"TYP.— 16.41" TYP. SEE DETAIL 4 3.00"TY. 00"TYP. ---- 13.41"TYP. ON SHEET 5 p ¢ h 3.00" 00•'TYP. -- 6.00"TYP. TYP,µ SEE DETAIL 4 w r, T .00" 00' TYP- .00"TYP. oo � IZ 6 TYP. I l I I I III III I I 11 I l 6 TYP. 6 TYP. _ _ ON SHEET 5 _ _ _ 7.375" 7.375" 51 51 51 TYP. _ TYP. TYP. _ 6 5 SEE N07E 5 5 31" W 31" SPACES SPACES y SPACES ON SHEET 4 O 11.54" _ ® 13.85" — 25 ® i3,85 0$m J SEE DETAIL 5_ — 81.25" SEE DETAIL 6 81.25" ON SHEET 5 MAX �ON SHEET 5 cti c MAXLA \ O.A. O.A. / 1 25 FRAME 5.50 1 z m 02 FRAME 5.50"1 1 HEI HT " HEI HT — -' N I 31" y( 31" U o o 0 _ 0 e 16 36.625" a. o 36.625" TYP. 16 z 5 BL TYP. U N F EE f i 1 I I I I I 1 8E2 o a 3.00"TYP— 3.00"TYP- �.00"TYP. 6.00" 8.58" N N 3.00"TYP- 7.00" IYP. 7.00"TYP. TYP. TYP. b 000z�� 0 SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS O g ON SHEET 5 VIEWED FROM INTERIOR ^^ N N N OOoO DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS N O N O^Q VIEWED FROM INTERIOR fill,, F. �� • .•• � DnrE: 9-11-01 �0�s Prepared By: SC&E: N.T.S. DWG.BY: JWJ CHK,BY: S. SAFFELL DRAWING NO.: BUILDING DROPS, INC. S-2104 ua a Phone: 954-399-8478 Fare�ua� x�Qn�0.29570 Fax:954-744-4738 SHEET 6 OF 8 17 50 30 37 0 > � EXTERIOR 50 V o 0.125 MIN. z p M TEMP. GLASS W w HICKNESS g a 0.50" INTERIOR GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 a� EXTERIOR 0.500" MIN. GLAZING DETAIL 1 GLASS THK. 0.125" TEMP. 0.250"AIR ODL LITEPACE iE FRAME SINGLE PANE :!r: GLASS },I�, as 1/8"TEMPERED GLASS SPARTECH 8 x} POLYCOM PP5530 C13 ;; i:: m 38 i 25"x .50" 0.125" TEMP. o INTERIOR 0.50' INTERCEPT GLASS o o GLASS STEEL SPACER "' BITE a 50 SEE NOTE 8 17 29 29 48 50 45 49 ON SHE 4 U m Ej 4 EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 h N w iili+ GLASS TRINITY LITE FRAME W W W !.! 1/2"INSULATED TEMPERED GLASS s LUPOY EU-5007 a o 1.000" MIN. GLASS 7HK. 0.750"tRTSPACE 45 o ��Wfr NOTE' � 8 i "I" r0.125" TEMP. ALL GLAZING CONFIGURATIONS 75"x .50"INTER cs INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50' GLAZING REQUIREMENTS OUTLINED o 0 0 0 GLASS IN F8C SECTION 2406. N o^ o=a 50 47 49 SEE NOTE 8 BITE &S F o;���,' 4 W Q U m o ON SHT. 4 .\G�f���'-•�,� �i DATE: 9-11-01 E�� .O SCALE: N.T.S. GLAZING DETAIL 3 �N /3 7 Prepared By: TRINITY LITE FRAME * owc.BY: JWJ 1"INSULATED TEMPERED GLASS = T T Q CHK.BY. S. SAFFELL LUPOY EU-5007 �p'• p :'tpw cwav He No.: BUILDING DROPS, INC. 5-2104 37.1EACH Phone: 954-399-8478 �evC c�u� z�qn o.ses�a Fox: 954-744-4736 SHEEP 7 OF 8 I- 1.670" -I 1.670" 1.670" - 1.670" - 4.5625" I- I� -- 2.188"' - -� I- j j I- �� �� 0.750" 1.210" ///// 1.000" 1.000° 1.042" /. 1.2+D" j /// 0.500" �f a DOOR BOTTOM RAIL DOOR HINGE STILE WOOD JA U m T 12 24GA (0.021') STEEL 13 FINGER JOINTED PONDEROSA ODOOR LLVLH STILE 11 DOOR LAP RAIL 2 3 FINGER JOINTED 0 y N PINE WOOD 4 44 PONDEROSA PINE W w is = T QLn L• -I { 0.513" I .e?3" -I f-- 0.125" W n I hc 1.645"-I I 0.529" i }.544" :;.:.:: :. 1.544" 1.586" 0.831" 0.380" t 0.500" I I- 1. " -I I- 1.750" y !-- 1.752" -I I� 0.140" 750 -I 0.530" - - 2.521" 2.519" 2.621 � " �a CORNER BLOCK FOR COMPRESSION WEATHERSRTIP 2"I.G TRINITY LITE FRAME 4TRINITY LITE FRAME 38 1 8"S.C. ODL LITE FRAME 33 STEEL BOTTOM RAIL 10 SCHLEGEL Q=LON QDS 650 45 POLYPROP. O POLYPROP. POLYPROP. �_ w MDF x 3.0'LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL s n� - 1.500"-I APPROVED UNDER NOA !l07-0828.01 APPROVED UNDER NOA W07-0828.01 APPROVED UNDER NOA J/10-1209.01 =o 0 2 Y U -- 1.250" 1.109` 0.868" 0.482" 0.585" ®0.375" =o N 0.375" -� �- � -� - 0.624" ® 318"QUARTER ROUND �Ic o O32 SIDELITE STOP o m- 1.750" 2.500" 1.EIA } PINE 2.040" O 0 aASTRAGAL HAS TWO 0.3125" 2.137"1.012DIA. x 9"LONG BOLTS, I - 1.375" I-- L 001 ON TOP, 1 ON BOTTOM ®1.025" O 0 0.097" III I 4,000" -I 8 li E2 ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 52 POOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAP HAGER STEEL BUTT HINGE o o w_ 40 6063-i6 ALUMINUM (IMPERIAL 0.125"STEEL) O STEEL 53 BOLT S 4TEEL RIKEPLATE 28 (81.25"LONG) O " o x 4"x 0.097" iHK. STEEL 41 PINE W O O rn- 11.875" - 1.710" 0 0 0��1.000" -;- 0.582" I W W W � W W DIA. VARIES WITH ����j I 0 0 HARDWARE USED 4,041" " o^ m v k • ��j• 8 ';SIG i NOARD BUMPC RES 0 D c�o.-`.y o•-� OfP ALUMINUM - BY PEMKO Lb 4.000" /��j� �� ES YO d4 WOOD INSERT //// ``��,,.•\Gd I'%:�.p ��� DATE: 9-11-01 �' O Prepared SCALE: N.T.S. / DWG.BY. Jwd s cNx,erl S. SAFFELL 00 BUILD DRAWING NO,: WOOD LOCK BLOCK �� cc��++�a��RR•f� BUILDING DROPS, INC. S-2104 15 FINGER JOINTED PONDEROSA PINEi`p6�7�p eA ' �'�J° Phone:954-399-8478 rare�ONj A m Qt°�°.ses�a Fax. 954-744-4738 SHEET 8 DF 8