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RC-13-632 (3) Miami Shores Village ' D Buil, J n artment Shores,Florida 33138 7DEC70 KKK!!! ' •( :(305)756.8972 BY. ER:(305)762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No.RC-3-13-632 FBC 20 Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder):NL CONSULTING,CORP. Phone#: Address:2305 N STATE ROAD 7 City: HOLLYWOOD State: FL Zip: 33021 TenanA,essee Name: NIA Phone#:N/A Email.. NIA JOB ADDRESS: 163 NW 101ST STREET City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-3101-023-0150 Is the Building Historically Designated:Yes NO X Flood Zone: CONTRACTOR:Company Name: AKER CONSTRUCTION LLC phone#: (954)384.7126 Address: 2450 MADISON STREET City: HOLLYWOOD State: FL Zip: 33020 Qualifier Name: CLAUDIA PUEBLA Phone#: (854)3947126 State Certification or Registration#: CBC 1255558 Certificate of Competency#: NIA Contact Phone#: (954M47126 Email Address: PERMnT4pXERBC.COM DESIGNER:Architect/Engineer: NIA Phone#: WA Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: DAddi' NIteration ONew ORepair/Replace ODemolition Description of Wo : REVISION: ` Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ _ Bonding Company's Name(if applicable) NIA Bondin g �y Co ddress•.A's NIA City WA State NIA Zip NIA Mortgage Lender's Name(if applicable) NIA Mortgage Lender's Address NIA City NIA State NIA Zip NIA Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be a oved and a reinspection fee will be charged ds Signature __ Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this L. The foregoing instrument was acknowledged before me this day of DE=C. ,20 3_,by k4lCO LAS L M?Ak%UL V , day of PPS ,20 L3 ,by G L 4VPI+ ple66cq , who is personally known to me or who has produced t.bL who' personally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL C: NOTARY PUBLIC: Sign: Sign: Print: JORDAN KOHN Pmt: r JORDAN KOHN : MY COMMISSION#ffO54282 tP My Commission Expires: ` EXPtfiES:SEP 16.2017 My Commission Exp EXPIRES:SEP 16,2017 p Bonded through let Sate haurar= Bonded though let State I=rance APPROVED BY e s } Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/1012009)(Revised 3115109) 6 NOTICE OF PRODUCT CERTIF rM IL y. RTIFICA NI011573.03-R1 Y. DATE: 06/05/2013 y R CATION PROGRAM: Structural rf COMPANY: JELD-WEN �+ CODE: 822-1 DEC Q REVISION DATE: 09/24/2013 �y yC r f e"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAM if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD--WEN "Steel/Steel Edge/90 Minute Impact 3737 Lakeport Boulevard w/Gensteel Door Co.Frame Opaque" Klamath Falls,OR 97601 Steel Opaque In-Swing or Out-Swing Side-Hinged Door w/AFCO Threshold Configuration:X Frame: W-989mm(38.9311) H-2162mm(85.12") Panel: W-908mm(35.7511) H-2114mm(83.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02/E331-00 Design Pressure: 3352 Pa(70 psf) AAMA 1304-02 Negative Design Pressure: 3352 Pa(70 psi) ASTM E1886-05/1996-05b Wind Zone 4-Missile Level D TAS 201/202/203-94 Large Missile Impact Rated O/S Water Penetration Resistance Test Pressure:503 Pa(10.5 pat) 1/S Water Penetration Resistance Teat Pressure:0 Pa(0 psQ Qualifies Configurations:X Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3879-1/NCTL-210-3879-1A Expiration Date: April 30,2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 �I Tel: (804)684-5124 Fax: (804)684-5122 398 E.Dania Beach Blvd. /'0 BUILDING DROPS Suite 338 Dania Beach,Fl.33004 A Perfect Solution in Eve Drop P 9.8478 PH 954.39 Certificate of Authorization:29578 954.744.4738 FX contact @buildingdrops.com Product va Report Of JELD-WEN, inc. Contours Premium Steel Opaque Panel in GenSteel X-0" x 7'-0" Outswing/Inswing Door for Florida Product Approval FL# FL Report No. 2426 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Contours Premium Steel Opaque Panel Material: Steel Product Dimensions: 38-15116"x 85-118"(Maximum) Prepared For: JEL - EN, inc. 3737 Lakeport Blvd. Klamath Fails, . 97601 ���EstFur� ��i��� ♦�� Q ••••. .• • i i Prepared by: �' •'• '� Hermes F. Norero, P.E. * =_ Florida.Professional Engineer#73778 Date:06/27/13 T T tir 00 p P . w Co Evaluation Report ntents: Pages 1—4 ,,,�� 1Dj i�1 W% Digitally signed by Hermes F.Norero,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Date:2013.08.1318:55:43-04'00' Florida No.73778 FL#: FL BUILDING DROPS Date: 0o: 243 Report No: 2426 A Perfect Solution in Every Drop Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swing Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Contours Premium Steel Opaque Panel in GenSteel (Impact) 38.9375"x 85.125"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval, Department of Community Affairs-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 2010 Florida Building Code. See Installation Instructions A009423,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 2010 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 product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A009423 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A009423 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 FL#: FL BUILDING DROPS Date: 06/27/13 Report No: 2426 A Perfect Solution In Every Drop Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance p r og ram audited by an a pp roved quality Y assurance enti ty through h I National Accreditation&Managem ent Institute (FBC Organization#: UA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E 1886-05 • ASTM E 1996-05b • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • AAMA 1304-02 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories Report#:NCTL 210-3879-1A,Report Date:04/26/2013 2. Certification Agency National Accreditation&Management Institute (FBC Organization#:CER1773) 3. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 4. 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: ASTM E84-08 has been evaluated for differences in test methodology,if any,between the editions referenced in the 2010 Florida Building Code,ASTM E84-07.After review of the referenced standard 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 2010 FBC including HVHZ provisions. Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 FL#: FL BUILDING DROPS Date: 0 Report No:o: 24/13 26 06 A Perfect Solution in Every Drop Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate,use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking Is or 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. C. For steel substrate,use#10 Tek Screw type steel frame(min. 18ga.)anchors per location of sufficient length to achieve minimum three threads of penetration beyond steel structure. Refer to Installation Instructions(A009423)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Single Door Positive 70** Outswing Negative 70** Positive 70* Inswing Negative 70* *Where water infiltration is required,unit shall be installed at locations protected by overhang such that overhang(OH) Ratio=OH Length/OH Height is equal to or greater than 1.0. **Outswing Product meets water infiltration at DP+70 psf(10.50 psf) Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 Florida Building.Code Online http://www.floridabuilding.orgtpr/pr�_app_dt1.aspx9 param---wGEVXQwt... . ,� III BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts ( publications I FBC Stag BCS Ste Map LWM Search Bus'nes . Pt` e55! Product Approval USER:public User Regulation ® Product Aooroval Menu>Product or Aoalicatbn Search>AmAcatbn List>Appgmtion Datall FL# FL16537 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc @jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents @jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 1 of 2 11/12/2013 12:47 PM Florida Building.Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt... Product Approval Method Method 1 Option A Date Submitted 08/25/2013 Date Validated 09/26/2013 Date Pending FBC Approval Date Approved 09/27/2013 Summary of Products FL# Model,Number or Name Description 16537.1 Contours Premium Steel Single Opaque Panel in Gensteel 90 min.KD Standard and Kerf Frame,Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16537 ROC CAC NI011573 03-RI-sinned odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+70/-70 Installation Instructions Other:38-15/16x85-1/8 max.frame FL1 6537 RO n A009423 STEEL SE 7-0 SS odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16537 RO AE PER2426 SS.odf Created by Independent Third Party:Yes 16537.2 Contours Premium Steel Single Opaque Panel In Gensteel 90 min.KD Standard and Kerf Frame,Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL16537 RO C CAC NI011574 03-Rl-signed odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+55/-55 Installation Instructions Other:38-15/16x97-1/8 max.frame FL 1653Z RO II A009424 DEL SE 8-0 SS.pd Verified By: Herres F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16537 RO AE PER2429 SS 8-0 adf Created by Independent Third Party:Yes a N� Contad Us:;1940 North Monroe Streat Tallahassee Fl.32399 Phone-850-487-1824 The State of Florida Is an AA/EEO employer.Conyright:2007-2013 State_of Florida.::Privacy Statemenrt::Accessibility Statement:: Under Florida law,email addresses are pubes records.If you do not want your e-mall 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.9 you have arry questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Ikensed under Chapter 455,F.S.must provide the Department with an emall address r they have one.The emalis provided may be used for official communication with the licensee.However emall addresses are public record.9 you de not wish to supply a personal address,please provide the Department with an emall address which can be made avallable to the public.To determine if you are a licensee under Chapter 455,FS., Please click b=. Product Approval Accepts: �EB'Itt�'s- 2 of 2 11/12/2013 12:47 PM TABLE 1 JELD-WEN DOOR INSTALLATION DETAILS SIZE QUALIFIES:OPAQUE IMPACT CONTOURS PREMIUM STEEL OPAQUE PANEL MAX PANEL WIDTH-38" r o"TALL SYSTEMS IN GENSTEEL DOOR CO.90 MIN.KD (X) STANDARD AND KERF FRAME OUTWNG POSITIVE +70 UP TO 3'-0°X 7'-0° OUTSWING/INSWING GENERAL NOTES NEGATIVE 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.).B.C.)&INTERNATIONAL RESIDENTIAL CODE(I.R.C.)AND INSWING EGATI E +'7'0E CURRENT FLORIDA BUILDING CODES(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO: TAB 201-94,TAB 202-94, NE TAS 203-94,ASTM E1886-05,E1996-05b,E283-04.E330-02,E331-00 AND AAMA 1304-02. PRODUCT MEETS'HIGH VELOCITY HURRICANE ZONE"(HVHZ) o �G REQUIREMENTS. )IG NOTE PRODUCT HAS NOT BEEN RATED FOR LENGTH (FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1) WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. WOOD BUCKS MUST HAVE A THIS REQUIREMENT,PRODUCT SHALL BE USED SPECIFIC GRAVITY OF 0.42 OR GREATER. WHEN INSTALLED AT LOCATION PROTECTED BY E 3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL OVERHANG SUCH THAT OVERHANG(OH)RATIO= OH LENGTH-�OH HEIGHT IS�1.0 HAVE A MINIMUM Fe OF 3000ps1 OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 8,9,10&11. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS )IC�C OUTSWING INFILTRATION PRODUCT MEETS WATER D FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INFILTRATION AT DP 70(10.50 psL) OVERHANG p RATIO 4 5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN DOCUMENT#J11106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JEL.D-WEN WEBSITE: JELD-WEN.COM/LEARWRESOURCES/INSTALLATION&FINISHING/. SHEET INDEX SHEET DESCRIPTION 1 GENERAL NOTES,ELEVATIONS &DP RATINGS Ln 2 OUTSWING VERTICAL.SECTIONS �+ 3815116' 3815116" 3815!16' 3815116" IN WOOD AND MASONRY q In � C4 N FRAME TYP. FRAME TYP. FRAME TYP. FRAME TYP. 3 INSWING VERTICAL SECTIONS ® O - m IN WOOD AND MASONRY ® D A' . 35 3/4"MAX. 35 3/4"MAX. 35 3/4'MAX. 35 3/4"MAX (: 2 O.A. rL O.A. OA 4 OUTSWING HORIZONTAL SECTIONS o " PANEL TYP. PANEL TYP. PANEL TYP. IN WOOD w ui 5 INSWING HORIZONTAL SECTIONS _ Z O IN WOOD z6 w ® � aai W ? M ® � _ ® � 6 OUTSWING HORIZONTAL SECTIONS 6 x O = 6 x O IN MASONRY AND METAL STUD w i� W O C� zd Ed / 7 INSWING HORIZONTAL SECTIONS a w Z a a r IN MASONRY AND METAL STUD f a 8 INSWING AND OUTSWING LOCATIONS 4 G 15 Z o d0 i p O O ! FOR COMPRESSION/STRAP ANCHORS X Q p , 9 INSWING AND OUTSWING LOCATIONS 4 7d ' FOR ADJUSTABLE&Z-ANCHORS v / ~ ` 10 INSWING AND OUTSWING LOCATIONS y FOR BUTTERFLY ANCHORS g a !� < 11 INSWING AND OUTSWING LOCATIONS �r yGja FOR WIRE AND T ANCHORS id 3-0 X 7-0 ELEVATION 3-0 X 7-0 ELEVATION 3-0 X 7-0 ELEVATION AFCO SILL 3-0 X 7-0 ELEVATION ADA SILL AFCO SILL(INSWING SINGLE) ADA SILL(INSWING SINGLE) (OUTSWING SINGLE) (OUTSWING SINGLE) 12 ,�tl D ? , 0 • ice` `' .•'•" " ' ,,�� go •• ♦ Q :• 0 i 8 U' • 7 DATe 5/9/2013 NONE ((1 Z. owG ati G.LUBBECKE Digitally signed by Hermes F.Norero,P.E. s.SAFFELL Reason:I am approving this document 3 p bA'PP'-'•�° °R^ Gft: 1.37:16-04'00' A009423 Date:2013.08.15 11:37:16 FBPE C .bo h No.29M — 1 - 12 23 4 7/8"THROAT 22 11 5 1 4 3/4° ---, 23 8 5 1 7 EXTERIOR EXTERIOR 2 INTERIOR 2 INTERIOR 22 2 L— 5/8'MAX 1/2° 1 1/2"MIN. 2 5W 1"MIN. 1 1/2°MIN. EMBED. I EMBED. 22 i 1/8 --� 1°MIN. 1°MIN. 1°MIN. 1°MIN. INTERIOR 2 7 EXTERIOR OUTSWING OPERATING UNIT OUTSWING OPERATING UNR VERTICAL CROSS SECTION AT SILL VERTICAL CROSS SECTION AT SILL AFCO OUTSWING SILL AFCO ADA OUTSWING SILL OUTSWING OPERATING UNIT' 2X WOOD BUCK 2X WOOD BUCK VERTICAL CROSS SECTION AT HEAD JAMB 2X WOOD BUCK SEE CONCRETE NOTE :. • #3 ON SHEET 1 1 15 7 EXTERIOR 11 15 1 EXTERIOR w• ~ �� 2 I INTERIOR INTERIOR VAL T . : 5/8°MAX �_ 3/8° 1 1/4°MIN. •.:�: ` 1 1/4°MIN. •.: ' r. : . . ® m +� 2 518. EMBED. w . . ..• ` •: EMBED. w" •.b '• +,•• ' A d ad INTERIOR v. !. v : ,� LL 1!1 c 2 7 EXTERIOR 2112°MIN. SEE CONCRETE NOT 1°MIN 2112°MIN. 1°MIN. EDGE DIST. #3 ON SHEET 1 EDGE DIST. OUTSWING OPERATING UNIT VERTICAL CROSS SECTION AT HEAD JAMB OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT MASONRY VERTICAL CROSS SECTION AT SILL VERTICAL CROSS SECTION AT SILL Qa w AFCO OUTSWING SILL AFCO ADA OUTSWING SILL I MASONRY MASONRY x OZ x MJQ8 W V N id F. *po 0 o uj 0 3 1 �•Dare 5/9/2013 -v • T T tr —NONE 4tj Dry st G.LUBBECKE NOTES: S.SAFFELL �� FOR PLACEMENT OF FASTENERS(ITEM#5),SEE SHEET 8 �!� � , D"a"w ` 2 APPLY SILICONE TO EXTERIOR SIDE i 338 "° A009423 FBPE CERI`.dA NO.29578 — 2 - 12 I 23 4 7/8°THROAT 22 EXTERIOR 4 3/4° --I 23 1 10 13 12 1 INTERIOR 1 10 EXTERIOR INTERIOR 1 318° 113/16* 1° 22 1_/2=r, 2 518° 1°MIN. I 1 1� EXTERIOR 2 7 INTERIOR INSWING OPERATING UNIT INSWING OPERATING UNIT INSWING OPERATING UNIT VERTICAL CROSS SECTION AT SILL VERTICAL CROSS SECTION AT SILL AFCO WING SILL AFCO ADA SILL VERTICAL CROSS SECTION AT HEAD JAMB INS 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK SEE CONCRETE NOTE #3 ON SHEET 1 1 10 13 .: , :•.•`.: :> 12 EXTERIOR INTERIOR 4 •p . •+ .,'�,• INTERIOR 1 1 10 EXTERIOR M " ° 1 13/1 B° o , A T mm N 1-/72�° 1° + ! 2 5/8° . ., . I I a co Lg EXTERIOR 1/8° .►•a •° R !••.e'�b :�. .►�a �•' R:.�!' ►� • s M g 2 7 INTERIOR v. ., ►, o• :.d ,•, a INSWING OPERATING UNR INSWING OPERATING UNIT INSWING OPERATING UNR b VERTICAL CROSS SECTION AT HEAD JAMB VERTICAL CROSS SECTION AT SILL VERTICAL CROSS SECTION AT SILL a w MASONRY AFCO INSWING SILL AFCO ADA SILL MASONRY SEE CONCRETE NOTE MASONRY Q o #3 ON SHEET 1 SEE CONCRETE NOTE x o #3 ON SHEET 1 M mtg w p Vf �„ ypE 030 Q po i Dn 5/9/2013 NONE <u ` G.WBBECKE tiH • ♦ am sr: S,SAFFELL DPAWW m: NOTES: ��i �R�C9tAiE:NO.�. �♦ APPLY SILICONE BOTTOM OF SILL TO HOLD IN PLACE 338 A009423 FBPE CERP IdO blJ9N.,NO.28M — 3 a' 12 25 2 1 5 23 22 2 25 23 22 1 3 9 17 16 7 1112°MIN. 1 1/2"MIN. EMBED. EMBED. 3 51W I INTERIOR 4 7/8' XEMBED. 1/2"MIN. THROAT 1 112"MIN. EMBED. +�NMIIIMII11111 EXTERIOR 1 Y(21 6 14 4 18 20 23 5 1 1118° 118° N u 35 3!4"MAX.O.A.PANEL ��++ 1 MAX. 36'MAX.FRAME OPENING 1•MAX A m N 1 5 23 22 4 38'MAX ROUGH OPENING v ! o 3815/16"OA FRAME ® x 1 OUTSWING HORIZONTAL CROSS SECTION IMPACT GENSTEEL FRAME AT STRAP ANCHOR A 25 2 2 PAIRS ON EACH JAMB LEG REQUIRED "- 1 1/2"MIN. LOWER STRAP SHOWN EMBED. INTERIOR (SEE SHEET 8 FOR ANCHOR LOCATIONS) 4 7/8" �j THROAT 9 w 5 23 22 a 1 1/2"MIN. O EMBED. 1 4 x LQ o rn 1 1/2"MIN. 19 ui 0 Op [OR uj 08 EMBED. g L�3 23 5 3 21 --1116" 6 14 4 4 7!8" 72 0? EXTERIOR 1'MAX THROAT 9 x d OUTSWING HORIZONTAL CROSS SECTION 1 1/2"MIN, ,`1� l�j� ui a IMPACT GENSTEEL FRAME AT COMPRESSION EMBED, `�>,��S ANCHOR,LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN 2 0 O ice` `C' "•"•"• .. � �j� o •• � 8 O 3 EXTERIOR ® * 7 --""* =oAm 5/9/2013 23 5 21 '1/16" 6 14 T swe NONE NOTES: OUTSWING HORIZONTAL CROSS SECTION f3 .• t(/ wAm or G.WBBECKE FOR PLACEMENT OF FASTENERS(ITEM#5),SEE SHEET 8 IMPACT GENSTEEL FRAME AT2X WOOD BUCK USING C} •• �/ .� au.ar. ANCHORS TO BE WELDED TO FRAME(ITEM#1) ADJUSTABLE STUD ANCHOR �i, R1D'Fl-B�t1J0. S.SAFFELL APPLY SILICONE TO EXTERIOR SIDE LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN 3 4% 3 ON EACH JAMB LEG REQUIRED A009423 ®SEE SHEET 8 FOR HINGE TYPE AND PLACEMENT (SEE SHEET 9 FOR ANCHOR LOCATIONS) FBPE CERT.bO N N0.29578 ow 4 12 mm 25 2 1 5 23 22 2 25 23 22 1 3 9 1716 7 1 112°MIN. 1 12"MIN. EMBED EMBED. 4 7/8"35/8' 1 EXTERIOR THROAT 11/2.MIN. 1 MIN. EMBED. EMBED. ED. 1 5 23 6 14 a INTERIOR 18 20 23 5 1 21 1/18° 1/8° M w 35 314°MAX.O.A.PANEL 3 1 MAX 38'MAX.FRAME OPENING 1°MAX. A m rn 1 5 23 22 4 38"MAX ROUGH OPENING I + ! o 3815/16"OA FRAME 1 INSWING HORIZONTAL CROSS SECTION ® ii IMPACT GENSTEEL FRAME AT STRAP ANCHOR p 25 2 2 PAIRS ON EACH JAMB LEG REQUIRED s 1 112"MIN LOWER STRAP SHOWN k n' a EMBED (SEE SHEET 8 FOR STRAP LOCATIONS) EXTERIOR 4 7/8° 3 a w THROAT 9 1 5 23 22 1 112'MIN. z EMBED. EXTERIOR 1 C T7 x qq � 1 1/2°MIN. 19 2 W INTERIOR EMBED. y p O 23 5 1 21 --1/18° 6 14 4 4 7/8" z 1°MAX THROAT 9 INSWING HORIZONTAL CROSS SECTION 110 MIN, tj%J1111111II� IMPACT GENSTEEL FRAME AT COMPRESSIONgEp, ,���� $ F, *pq ,I�� a ANCHOR,LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN �A T z I � INTERIOR p 7 oars 5/9/2013 23 5 1 21 —1/18° 6 14 4 * ' swe NONE NOTES: INSWING HORIZONTAL CROSS SECTION T T 4ij oAm or QLUBBECKE FOR PLACEMENT OF FASTENERS(ITEM#5),SEE SHEET 8 IMPACT GENSTEEL FRAME AT 2X WOOD BUCK USING Q • !V ADJUSTABLE STUD ANCHOR �i • �•` Q K•" S R�CA�PeL.1Q0. 2 ANCHORS TO BE WELDED TO FRAME(ITEM#1) � • � LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN r� 0mvi m": APPLY SILICONE TO EXTERIOR SIDE 3 ON EACH JAMB LEG REQUIRED A009423 ®SEE SHEET 8 FOR HINGE TYPE AND PLACEMENT (SEE SHEET 9 FOR ANCHOR LOCATIONS) FBPE � CEi�P.�JdA NO.29M — 5 - 12 23 1 3 23 INTERIOR INTERIOR i'+:. �c�?•;�'tr $t 1 24 °L=`ti's:'�'s:"•+ `' 19 1 32 7 32 3 1/2" #10 S.M.S 7 9 10 S.M.S. EXTERIOR �"+`�:•''�` �'� ca .a,; w.::>'< EXTERIOR 2 23 23 21 18 20 OUTSWING HORIZONTAL CROSS SECTION OUTSWING HORIZONTAL CROSS SECTION IMPACT GENSTEEL FRAME AT STEEL STUD USING IMPACT GENSTEEL FRAME AT STEEL STUD USING ADJUSTABLE STUD ANCHOR Z-STUD ANCHOR LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN RIGHT HAND SHOWN,LEFT OPPOSITE SHOWN 3 ON EACH JAMB LEG REQUIRED 3 ON EACH JAMB LEG REQUIRED (SEE SHEET 9 FOR ANCHOR LOCATIONS) (SEE SHEET 9 FOR ANCHOR LOCATIONS) NO SHIM SPACE ON NEW 8 3/4"MIN. MASONRY CONSTRUCTION 1013/16"MIN. 2"MIN.EMBED 1/4"TAPCON EMBEDMENT THE FRAME MUST BE EMBEDMENT 21/2"MIN.EMBED 3/8 TAPPER GROUT FILLED OR THE ® Ln 29 30 T-ANCHOR MUST BE p m r� WELDED TO THE H.M.F. p t p „ 26 .:1..e; 1 27 3 .a A LL 4 .•a•.•!. .y.,..K.' .. r. .;+fir^'i fit» »..'x a; �:....a.. ..8:.'61 �: INTERIOR O ~i• • �' '0�• w ^ O INTERIOR •. ••a• y''t:y':..:a,b r i a . ' .:4ma*°r,�?a`�>;"e+`o�a:.'`•F,+s Y an9.��x.L fia om'»"°:3a...':ro.°»; !yr";4"a3:•s zt':S :':.'« ..a •;r Rµ• • a�9 7 ^ O 9 7 a O O •• • b O ••', 'C 7a � BetiS:yy*t'w'k a :+'y�.s'r•.t''. •!• r1.: . s '� : ly O y 2 ,• •r �r .. i r*,V:"':.•z.A:r�C; q�8 8• •r.:°.'"i'$3 � • • ''..a �.: � W to •�' .�• •,•a.. •.��,.w•• d, ;;y'rY.'ts`w.i7 O}YSOr��` A�• :yw+•h^ D1a`:�. °wti. •: • : ' : � +- O ° :•: awy;:;i.,_ •• tC,y;,4stw."+•... •o.y.y...�zr' .:.M�••?..�s;�4s a' •., •. ••i!• .. •.• n � �j .age. 4 ;• ... x L"X A-•• ,. ..i. ygn..�. .. „+L•':+oa.�:Si:r"1r� •°'�: •y. . •••' MCI �FQ .q v .� •. • .. .Yl-yriJ ���rtttJJJ 34 • .• z ••• .••°• Ln �U EXTERIOR 18 20 21 2 2 EXTERIOR 0 z 3 6 14 28 21 6 14 3 ,t`„"'l,,t 2 SEE CONCRETE NOTE a R p g #3 ON SHEET 1 W Y z OUTSWING HORIZONTAL CROSS SECTION SEE CONCRETE NOTE ``�� �S F, O If o IMPACT GENSTEEL FRAME AT STEEL STUD USING #3 ON SHEET 1 `� •••• "" "- I� OUTSWING HORIZONTAL CROSS SECTION O a O BUTTERFLY STUD ANCHOR •• IMPACT GENSTEEL FRAME AT MASONRY USING O g z OUTSWING HORIZONTAL CROSS SECTION •. i T ANCHOR RIGHT HAND SHOWN,LEFT OPPOSITE SHOWN IMPACT GENSTEEL FRAME AT MASONRY USING �• ";a RIGHT HAND SHOWN,LEFT OPPOSITE SHOWN 4 ON EACH JAMB LEG REQUIRED ADJUSTABLE WIRE ANCHOR 7 (SEE SHEET 10 FOR ANCHOR LOCATIONS) LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN - 5 ON EACH JAMB LEG REQUIRED 5/9/2013 5 ON EACH JAMB LEG REQUIRED T T (SEE SHEET 11 FOR ANCHOR LOCATIONS) sme NONE NOTES: (SEE SHEET 11 FOR ANCHOR LOCATIONS) • .411 mm w.G.WBBE00: ANCHORS TO BE WELDED TO FRAME(ITEM#18:3) t • o«.w.: S.SAFFELL APPLY SILICONE TO EXTERIOR SIDE 98�P1 I[�1kPc6z•M'3. SEE SHEET 8 FOR HINGE TYPE AND PLACEMENT 3 /►�� ` A009423 FBPE CERT: NO.29578 6 - 12 23 2 1 3 z 23 EXTERIOR .TT:•.b4 q:. •ro:�a 19 1 1 24 �` '= -`� EXTERIOR 32 7 32 31@" #10 S.M.S 7 9 10 S.M.S. ^o^i1' •ti t�?: .tat «.4% +'«i:::..`b INTERIOR INTERIOR 23 1I4E-► � 23 21 18 20 INSWING HORIZONTAL CROSS SECTION INSWING HORIZONTAL CROSS SECTION IMPACT GENSTEEL FRAME AT STEEL STUD USING IMPACT GENSTEEL FRAME AT STEEL STUD USING ADJUSTABLE STUD ANCHOR Z-STUD ANCHOR LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN RIGHT HAND SHOWN,LEFT OPPOSITE SHOWN 3 ON EACH JAMB LEG REQUIRED 3 ON EACH JAMB LEG REQUIRED (SEE SHEET 9 FOR ANCHOR LOCATIONS) (SEE SHEET 9 FOR ANCHOR LOCATIONS) NO SHIM SPACE ON NEW 8 314"MIN. MASONRY CONSTRUCTION 1013/16°MIN. 2"MIN.EMBED 114"TAPCON EMBEDMENT THE FRAME MUST BE EMBEDMENT 21/2"MIN.EMBED 3/8 TAPPER GROUT FILLED OR THE ® Ln 29 30 2 T-ANCHOR MUST BE 2 g m m N .nai 2 WELDED TO THE H.M.F. o S o co 26 :. + ..A;: :• ,a :i, ;d �' .. try 1 27 3 0 9 .+i.� FY^"':fit^..... �.�.Y•"° •.4.'4. O • r� •• n E O N i•.d "'•.' a'1.".t: ?�. 1. r ,;•r•a' �'° to EXTERIOR • ..� ;L� J"p..•' i^t S;a*,.J a= « t :.?ii:} "; r `.� m g a uL .. K•ti iM.t' . NAnw�•''>. .rt^•.$'..�."a:ia.•°' ;yytY .+•>r�• 9 7 •'3• O .r� �' a.w• • 'Y O O O 9 7 .: a ;• •a atia•A':Y: i'Y "t v," f n�9liw y°4r a c,.Ai«}Z CY•r r Ys.,�!• t'� EXTERIOR sa •� .• r Y .. i A;•`0.„•.w.a�. 'y;,trSq t;• b' + 'r- ..w*t' S � � O �' • • ''�d��i. a q W •• • ''••a.. �•!••. •. q'•l.:-~i:''+'r O�Yti��•a A d,.y w °4� ' j �. :. J r4's at' ti •,f R+`i✓o"Ij L�=•Z'/y " • r 1. �'' v* 4 d. •', CI'1 Q Q ••• '•'• .•• °...ii'w"'{: t �,Zw a'"•.t'R:•ai a-v4fv :{•. •+v." • " to O wo INTERIOR n� INTERIOR 18 20 ? a z 0 Fa d xg 28 21 6 14 3 z c� �- 21 SEE CONCRETE NOTE a a 1 a 1 II � 1 3 6 14 , 1��1 1`,tt� #3 ON SHEET 1 v� W > z INSWING HORIZONTAL CROSS SECTION SEE CONCRETE NOTE �� S F• I� IMPACT GENSTEEL FRAME AT STEEL STUD USING #3 ON SHEET 1 `�� ���„ G� INSWING HORIZONTAL CROSS SECTION C BUTTERFLY STUD ANCHOR INSWING HORIZONTAL CROSS SECTION •� IMPACT GENSTEEL FRAME AT MASONRY USING RIGHT HAND SHOWN,LEFT OPPOSITE SHOWN IMPACT GENSTEEL FRAME AT MASONRY USING Q �i T ANCHOR 4 ON EACH JAMB LEG REQUIRED ADJUSTABLE WIRE ANCHOR 7 RIGHT HAND SHOWN,LEFT APPOSITE SHOWN (SEE SHEET 10 FOR ANCHOR LOCATIONS) LEFT HAND SHOWN,RIGHT OPPOSITE SHOWN 5 ON EACH JAMB LEG REQUIRED once 5/9/2013 5 ON EACH JAMB LEG REQUIRED * * (SEE SHEET 11 FOR ANCHOR LOCATIONS) swe NONE (SEE SHEET 11 FOR ANCHOR LOCATIONS) 0 cwG�+ C WBBECKE NOTES: 0LR 1� � . �� cm W. S.SAFFELL ANCHORS TO BE WELDED TO FRAME(ITEM#1&3) � dA'Istrz�td` '� , WaawmW Wa APPLY SILICONE TO EXTERIOR SIDE D� A009423 P ' SKW 7 ar 12 SEE SHEET 8 FOR HINGE TYPE AND PLACEMENT FBPE CERI: A �O.29578 DETAIL A8 FRAME ASSEMBLY 2 AT HEAD SEE DETAIL 2 I B8 A-7 B SEE DETAIL to TABS TO BE A8 s DETAIL B8 BENT OVER 19 GA.COMPRESSION EXTERIOR Lu I ® ANCHOR TYP. INTERIOR (2 PLACES) 9 M 22 GA.GUSSET W M INSIDE EACH UP M N 1 3 /4 20 FH O • u- f2 1 14 MACH.SCREW ; 10 GA.HINGE 0 0 1 REINFORCEMENT 3 V_ TYP. O N EE DETAIL DETAIL C8 10 GA.-/ C8 19 GA.CENTER STRAP REINFORCEMENT 14 18 GA EE DETAIL ANCHOR TYP. REINFORCEMENT D8 5 (2 PLACES) o S Y IL �~ ce ASSEMBLED UNIT C VIEW B-B A -9 A B VIEW A-A HINGE 3515/16"—� r .� DETAIL D8 R 4 a U. LOCATION 19 GA.BOTTOM STRAP & ANCHOR TYP. Z PLACEMENT (2 PLACES) a • a W / 5 xQ 8� 3" 2 PAIR STRAP ANCHORS SHOWN o $ SILICONE 10 (4 PAIR TOTAL) C� 10 SILICONE 8 SCREWS INTO BUCK FRAME(4 PER LEG) A 0 z Z 15 EXTERIOR � 00 / EXTERIOR ! 3X Vo �.:' NTERIO 7 * _ 5/9/2013 INTERIOR * _ 4 a 5/8"TYP. 5/8"TYP. T � GNLUBBECi� INSWING DETAIL E8 OUTSWING DETAIL E8 C �`� mow:S.SAFFRL N+ N AFCO A 276 SILL NOTCH N AFCO A 117 SILL NOTCH NOTES: ��� R1MA�aO.•nta 338 m BOTH ENDS TYP. BOTH ENDS TYP. PLACE ANCHOR IN SILL BASE 1D A009423 (NO ANCHORS) (3 ANCHORS) MATERIAL FOR MAXIMUM SUPPORT FBPE C .Idfl hU1 1.No.29578 * 8 12 ALTERNATE ANCHOR TYPES WELDED TO FRAME A 2 B Fy = 43,000 psi MIN. Fy = 43,000 psi MIN. 1 t = 0.053" MIN. t = 0.053" MIN. • Li a O a j _ . . �o M 1 19 24 3 lye W00L2/METAL S H D ADJUSTABLE Z—ANCHOR NA (3) REWD PER JAMB O 19 24 (3) REWD PER JAMB 35" O.C. SPACING 35" O.C. ATTACH TO METAL STUD USING: REINFORCEMENT j 6X 6X ATTACH TO WOOD STUD USING: #10 S.M.S. (2) PER ANCHOR 18 GA.-' ITEM #5 (2) PER STRAP REINFORCEMENT (4) TOTAL PER ANCHOR + - -� On ATTACH TO METAL STUD USING: S o Its C #10 S.M.S. (2) PER STRAP Y ,. , .. VIEW A-A ASSEMBLED UNIT VIEW B-13 (4) TOTAL PER ANCHOR 9 ug A B 3515116"—� s ^ s a 0 w 3" o g SILICONE 10 VIEW C-C M 3 LEXrERIOR ICONE g Q c 1 15 EXTERIOR 3X ���111lUjjj a 1 � F. C7,re�ii a r , � NTERIO 7 IINTERIOR �� 5/9/2013 TYP. °- 5/8"TYP. *o T T •:—NONE `v INSWING SILL DETAIL OUTSWING SILL DETAIL C}X-S'• �l `�� s.sAFFELL AFCO -276 SILL NOTCH AFCO A-1 17 SILL NOTCH NOTES: 0APP•NN + N O. NW BOTH ENDS TYP. BOTH ENDS TYP. PLACE ANCHOR IN SILL BASE 338 A009423 L FOR MAXIMUM SUPPORT MATERIAL(NO ANCHORS) (3 ANCHORS) FBPEC .kldl► NO.29578 — 9 � 12 ALTERNATE ANCHOR FOR EXISTING MASONRY OPENING A 2 26 B 8X •; '��, 26 M M to BUTTERFLY WALL ANCHOR -- � 1 1 6 (4) REWD PER JAMB 4 USED W/FASTENER #29 OR #30 3 29 30 t = .045" NNo 8 8 N 10 GA. L —• L •— 1 REINFORCEMENT 14 18 GA. REINFORCEMENT r C C e ! . ^ VIEW A-A ASSEMBLED UNR A 14 a. A 3515/16"—�tB VIEW B-B " s � p� / I I xY >Z —�I 3" 3" 8 o } SILICON 10 u; z VIEW C-C 10 SILICONE vi Z f 1 15 EXTERIOR d 00 EXTERIOR d 0 111IU a 3X /!!� a zd 0 I.VP4 to v Z,•'• •:.O 0 $ PNTERIO 7 * = 5/9/2013 D_ I 4 YP. a 5/8"TYP. NONE INSWING SILL DETAIL ;o OUTSWING SILL DETAIL % cw.vt s sAFFELI N + N AFCO A-276 SILL NOTCH N AFCO A-117 SILL NOTCH NOTES: 1POEt11O ", BOTH ENDS TYP. BOTH ENDS TYP. PLACE ANCHOR IN SILL BASE p� 338 A009423 (NO ANCHORS) (3 ANCHORS) MATERIAL FOR MAXIMUM SUPPORT FSPE CEtfi!IWM NO.29M — 10 - 12 a co ® ® ® 27 < C::::� 28 MASONRY T—ANCHOR MASONRY WIRE ANCHOR (5) REWD PER JAMB (5) REWD PER JAMB 18" MAX. O.C. SPACING 18" MAX. O.C. SPACING o FOR APPLICATIONS NOT UTILIZING FOR APPLICATIONS NOT UTILIZING O EXISTING MASONRY ANCHORS. EXISTING MASONRY ANCHORS. O 27 28 Fy MIN. = 43000 psi Fy MIN. = 60 ksi lox lox t MIN. = 18ga (.048") t MIN. _ (0.173" DIA.) 0 A m � . go88 � y4-°° o LL M I �-W Q W 3 � � ° VIEW A-A x 7d8 SILICON 10 (CONCRETE REMOVED) M ~' 1 z 10 SILICONE v � 15 EXTERIOR OR ` f 04 Lo 1 0 EXTERIOR 1 3X ° ,�l►fill O 000 ° °° `O ° ° ° `�� ��SF *Po ��� o � in O) ° ,, ••'` �� a Lo Nt � NTERIO 7 • d _ INTERIOR * • - * o 5/9/2013 Q ° 5/8°TYP. .fl Q. sme NONE -- 5/8 TYP. tO `o INSWING SILL DETAIL OUTSWING SILL DETAIL U '• �c.wasECt� • N+ N AFCO A-276 SILL NOTCH N AFCO A-1 17 SILL NOTCH NOTES: iii NA�Pe1s.•N1O. �� aa.sr: ssaFFE�L BOTH ENDS TYP. BOTH ENDS TYP. PLACE ANCHOR IN SILL BASE D• 338 A009423 (NO ANCHORS) (3 ANCHORS) MATERIAL FOR MAXIMUM SUPPORT FBPE CE .kl�h �NO.29578 11 12 • JAMB DEPTH (5 7/8 JAMB DEPTH (5 7/8 15/16 3/16 1 15/16 1 1/2 1/1 1 1/2 -- 1/2 5/8 5/8 9/1'--j = 8 OUTSWING THRESHOLD AFCO A-117F 11 OUTSWING ADA THRESHOLD 1/ 1/ ALUMINUM/COMPOSITE AFCO A-204T /16 /16 /16 /16 ALUMINUM W/BULB W/S ITEM DESCRIPTION MATERIAL 1/2 /2 1/ 1/2 1 FRAME STEEL KERF HINGE JAMB 16GA STEEL GENSTEEL DOOR STEEL THROAT 4 7/ THROAT 4 7/ 2 FRAME STEEL KERF HEAD JAMB 16GA STEEL GENSTEEL DOOR STEEL GENSTEEL DOOR STD.FRAME 1 2 GENSTEEL DOOR KERF FRAME 3 IFRAME STEEL KERF LATCH JAMB 16GA STEEL GENSTEEL DOOR STEEL 1 2 16 GA.STEEL 16 GA.STEEL 4 1/4.20 FH MACHINE SCREW BY GENSTEEL 2 RE9D STEEL 3 3 5 #8 PHILLIPS FLATHEAD WOOD SCREW WITH 1 117 MIN.EMBEDMENT STEEL 6 PENROD#M14707 4'x 4'BUTT HINGE BB .085"MIN UL RATED STEEL 7 COMPRESSION WEATHERSTRIP Q-LON QEBD-650 UL RATED VINYL 1 /8 8 AFCO OUTSWING THRESHOLD#A-117 F 6063-T6 AL/comp. 1/� 9 #10 X 3/4 PHILLIPS FLATHEAD WOOD SCREW STEEL f 10 ALEX PLUS SILICONE OR EQUIVALENT SILICONE 5/8 11 ADA OUTSWING THRESHOLD 11T X 5" AFCO#A-204T BUMPER 6063-T6 ALUMINUM 12 AFCO INSWING THRESHOLD #P-2000 F 6063-T6 ISTEEL com 12 INSWING THRESHOLD AFCO P-20OF 13 ADA THRESHOLD AFCO A 204 13 ADA INSWING THRESHOLD 11T X 5'AFCO#A-204 6063-T6 MINUM ALUMINUM/COMPOSITE ALUMINUM 14 DELTANA#DSH4R5USPW 4"x 4"SPRING HINGE 0.106" UL RATED TEEL 15 3/16"ITW FLAT HEAD TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT p m N 1 3/4' 16 SCHLAGE F10 HANDSETw/10-001°TEE"STRIKE OR EQUIV.UTILIZING TEEL �+ ° 5 1/ ANSI-A156.5 GRADE 2 AND UL10B 3-HOUR FIRE RATINGS 17 SCHLAGE BC DEAD BOLT LOCK OR EQUIVELENT UTILIZING - STEEL ® p A156.5 GRADE 2 AND UL10B 3-HOUR FIRE RATINGS ► o �. 18 #8 X 2 PHILLIPS FLATHEAD WOOD SCREW STEEL ° 1 1/4' 3/4' 1'� 19 ANCHOR,ADJUSTABLE,WELDED,WOODIMETAL STUD STEEL 20 #8.32 X 1 PHILLIPS FLATHEAD MACHINE SCREW STEEL 0.053' MIN. 1 3/4' 21 #10-24 X 112"PHILLIPS FLATHEAD MACHINE SCREW STEEL ¢ w 0.053' MIN, 22 2x WOOD BUCK:S.G.-0.42 FIR,CYPRESS,PINE WOOD Q19 ADJUSTABLE ANCHOR Z-ANCHOR 23 INTERIORIEXTERIOR WALL COVERING(5/8'THICK MAX.) VARIES q (0.053')STEEL 24 (0.053')STEEL 24 ANCHOR,Z-SERIES,WELDED,METAL STUD STEEL x p 25 ANCHOR,COMPRESSION/STRAP,WELDED,WOOD 2X BUCK STEEL i° o 2' 26 ANCHOR,BUTTERFLY,MASONRY/CONC.(USED WITH FASTENERS#29 OR#30) STEEL w 11 1/8' 27 ANCHOR,T-SERIES,MASONRY/CONC.(USED FOR NEW CONSTRUCTION) STEEL Nm 1 7/8'� �,, , 6 1/ 28 ANCHOR,WIRE,MASONRY/CONC.(USED FOR NEW CONSTRUCTION) STEEL zs °zd 29 114"ITW FLAT HEAD TAPCON ANCHOR W/2'MIN.EMBEDMENT STEEL � d INS NN 0.7 ® ®® 30 318"FLAT HEAD TAPPER ANCHOR W/2-1/2'MIN.EMBE STEEL O 31 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH /➢yASTIC Z 1 3/4' O SETTING ON TOP OF THE SILL,BEHIND THE WEATH F. �i a 32 STRUCTURAL STEEL STUD(0.125'MIN.WEB ' • 8 0 8 0.045' MIN 0.048' MIN. •= 0 r. BUTTERFLY ANCHOR 0' MI 7 .:oae 5/9/2013 26 (0.045')STEEL 27 T-SERIES ANCHOR * •M (0.048')STEEL .fl Sam NONE �J T 411 �G.LUBBECKE NOTES: do cm— S.SAFFELL t KERF FRAME SHOWN IS OPTIONAL 2 1/8' 41' OR-POLO N �``3 DROM N&: DFOR COMPRESSION AND STRAP ANCHOR DETAILS,SEE SHEET 8 28 WIRE ANCHOR 39 338 A009423 0.173 MIN. (0.173")STEEL FBPE C .410 N0.29578 — 12 - 12 CAWind version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 3/27/2013 Project No. Company Name N/A Designed By ARSHAD VIQAR Address 1175 NE 125 STREET Description INTERIOR REMODELING City NORTH MIAMI Customer Name NL CONSULTING, LLC. State FLORIDA Proj Location 163 NW 101 ST. MIAMI SHORES FL File Location: C:\Program Files\MECAWind\NL CONSULTING, LLC..wnd Roof not I C1 � i I 1 I' I shovm 1 1 a tiffs Hip Roof 7<0<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 3.8 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- FRENCH DOOR 3.00 6.00 18.0 4 0.95 -1.05 40.03 -43.56 FRENCH DOOR 3.00 6.00 18.0 5 0.95 -1.31 40.03 -52.55 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.88 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 35.27 psf m3 - ITY h PY Y/ MECAWind Version 2 . 1 ,0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 3/27/2013 Project No. Company Name N/A Designed By ARSHAD VIQAR Address 1175 NE 125 STREET Description INTERIOR REMODELING City : NORTH MIAMI Customer Name NL CONSULTING, LLC. State FLORIDA Proj Location 163 NW 101 ST. MIAMI SHORES FL File Location: C:\Program Files\MECAWind\NL CONSULTING, LLC..wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg 4 Ht: Mean Roof Ht = 18.00 ft Type of Roof = Hipped RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= 0.25 ft Roof Area = 1167.00 ft^ 2 Bldg Length Along Ridge = 70.00 ft Bldg Width Across Ridge= 38.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1*(Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0. 92 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 5.94 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt (0.33*z) ] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 38 ft wall L/B = 1.84 ph: Net Pressure at top of wall (windward + leeward) = 35.02 psf p0: Net Pressure at bottom of wall (windward + leeward) = 34.47 psf ps: Side wall pressure acting uniformly outward = .62 * ph = 21.86 psf pl: Leeward wall pressure acting uniformly outward = .29 * ph= 10.06 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.96 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.40 psf I NWFRS-Wall Pressures for Wind Normal to 70 ft wall LAB = 0.54 ph: Net Pressure at top of wall (windward + leeward) = 39.37 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.26 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.96 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.41 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.74 psf She Ag 27.6.2 for Parapet wind Rust Pressures preswres See Table 27.6-2 Mean Mof ht. Ph 6 Wind Wei Fresmwes . See Table 27.6-1 Plan i Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -30.18 10.46 2 -24.37 -10.70 3 -37.42 .00 4 -33.38 .00 5 -27.36 .00 Note: A value of 10' indicates that the zone/load case is not applicable. �d s o. 3 Hipped Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povhl: Overhang pressure for zone 1 = -22.63 psf Povh3: Overhang pressure for zone 3 = -28.06 psf Load Case 2• Povhl: Overhang pressure for zone 1 = 7.85 psf Povh3: Overhang pressure for zone 3 = .00 psf livable I Wifw Difectift h � C 13 b3 2- MIAMI-DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE-ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTNCE OF ACCEPTANCE (NOA) www.miamidade.g2v/pttra/ E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,FI.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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 Section (In Miami Dade County).and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materiiil 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: Series"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT: Drawing No.W04-51 Rev G,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 6&6.1.of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT.RATING:Large and Small Missile Impact Limitations: 1.Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1217.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed b C da,P.E. Sr rrtnr�rennus~CO NOA No 12-0308.40 Expiration Date: September 16,2014 w n{ Approval Date: May 24,2012 g� Page] LS.Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED g A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file#09-1217.03) 2. Drawing No.W04-51 Rev,titled"series-3000 Alum Outswing French Doors(LMI)",sheets 1, 2;2.1,2.2 through 6&6:1 of 7,prepared by A)-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,F.E. Note: This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#09-1217.03) 1. 'rest reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uriiform-Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note: This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E. and test report No. FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S.Roinda,P. E. (transferred from file#09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010,prepared by Al Farooq Corporation,dated 03/01/12 signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file#09-1217.03) 3. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co., Inc. for their"DuPont Sentry Glass®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/24/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#09-1217.03,expiring September 16,2014. 2.- Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated 07/31/07&02/06/06 approved by BCCO. 3. ES Windows Distribution agreement-Energia Solar, S.A. and ES Windows,LLC,dated 10/20/10,signed by Ms Carla G.Torrente and Andres Ch orro r ec 'vely(# 2-0130.39). �, I�shaq I.Chanda,P.E. Product Control Examiner NOA No 12-0308.40 Expiration Date:September 16,2014 Approval Date: May 24,2012 E-1 J ' 146 3/8• 78• FRAME WIDTH FRAtBE WIDTH (4)ANCt10RS 33 11/16• 73" 33 11/18• (4)ANCHORS 73• AND MULLION FR.HEAD&SILL FRAME HEAD&SILL FR.HEAP&SILL AT MTG.SOLES FRAME HEAD&su 0 3 6•MAX. -3• e' 33° —q FALSE 6'°�3. SURFACE APPLIED 8°MAX. 3- 6• 3° PAW HINGES P HPD/SU /1 ' � C - - 2 CORNER CORNERS AY BE USED �Y i / \ it LOCK 0k9w --- II / 1 G I LOCK 6PTION5 d II II SEE SHEET,2 H --E=aF====- I OR 2 FOR CAPAfM1Y ---_-�___' � 11. I it N It / It T==== = i1'==_= / -----IT--- c ii \II I / me HH \ t // cb \ \ / \ \ te at:rrvE tNacTIWE ACTIVE \' INACTIVE Z I �Z``_ 28 s/16° `- , 211 3/16• - ' 2e s/16• SLITT KINGM_/ 2 0 3/mac. E C D.L OPO. D.L.OPG. D.L.OPG. io SEE SHEET FOR CAPACITY 33 6/18• 36 13/18' 33 8/18' PANEL WIDTH LEAF WIDTH ( OXXO } PANEL WIDTH I ( XX } TYPICAL ELEVATIONS TESTED UNITS YY6DtlCi .. NOTE: o SBRIBS-_3000 ALUM OUTSWING FRENCH DOOR "0m� FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF ' 2- d SEE DETAIL G ON SHEET S. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS y i I WITH OR WITHOUT SIDEUTES. SIDE LUTES CAN BE ON ONE OR BOTH SIDES OF DOOR. JNSTRUMONS: N m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. ry REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 NE DESION WIND LOAD RESENT BASED c o r s 80 HURRICANE ZONE ( )• THESE PRODUCTS ARE RATED FOR LARGE&SMALL MISSILE oHPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ON iGUHD APPLICABLE BLDG.HEIGHT WIND 20tHE USING APPUCAlA,E ASf3:7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. .STEP 2 FOR SINGLE(fQ AND DOUBLE(XX)DOOR CAPACITIES ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS SEE SHEEN'L -w- s . EM$EDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING LOWER VALUES FROM CLASS.HINGES LOCK AND G OR STUCCO. FRAME SUL OPTIONS USED. �y/� ANCHORING OR LOADING CONDITIONS NOT SHOWN UH THESE DETAILS ARE 'a NOT PART OF THIS APPROVAL •$IEP FOR SIDEUIE PANEL(0)CAPACITY SEE SHEET 2.1. 1; .J A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SIDELrtE COMA WITH DOOR OR SIDEUTE 9 SEE MULLION CAPACITY CHART ON SHEET 2.2. droWirlg no. MATERIALS COME INTOINCO TACT WITH NOT HELIMITED ISSIMIILLAR MATERIALS MM,/METAL HHALL MEET THAT AND a SHALL APPLY TOUEN�SYSTEM.WEPS 2.3 4* 0� W04-51 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of FRAME Ww V O 'X' DOORS 6� m I DESIGN LOAD CAPACITY - PEP(GLASS AND HARDWARE OPTIONS) Z / GLASS TYPffi HINGES LACES FRAME HMO FRAME WIDTH 'A'. 'B' & 'D' 'C' &'E' T. OPTION'I' OPTION'2' 0 'I' OPTION '2' 0 N INCHES NICHES EXT.(+) WT.(-) EXT.(+) INT.(-) EXT. (+) INr.(-} EXL(+j W.(-) "I.{+) a o 9s-a/a 3�-1/z 70.0 eo.o eoA sw.o 100.0 120.0 9oA 90.0 1aoA 1200 7oA eoA 100.0 120A 39-0/8 - - �.0 BOA 1i.g 120.0 90.0 90.0 100.0 1 120.0 70.0 80.0 100.0 1 120.0 ' \ Ito \ 8 a ° \ LOWEST VALUE SELECTED FROM OPTION WILL APPLY. Gpl Q .I FRAME WIDTH 'XX' DOORS II s DESIGN LARD CAPACITY - t+sF(GLASS AND HARDWARE OPTIONS) / \ GLASS TYPES HINGES LACES FRAME NEOIIT FRAME WIDTH 'A'. 'H' & 'D' 'C' & 'E' 'F' OI'TIQN '1' OPTION '2' OPTION '1' OPTION '2' INCHES INCHES EXT.(+) INT.{-) EXL(+) INr. (-) EXT.{+) INT.{-) EXT.(+) INT.(-) Exr.{+} INT.(-) EXT.{+) INT.(-) EXT.(+) INT.(-) -3/4 71-3/4 70.0 80.0 90.0 9oA 90.0 90.0 90.0 90.0 90.0 90.0 70.0 60.0 90.0 90.0 v / 78 - - 90.0 90 0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.8 m \ / HINGES IACHING HARDWARE WATER INFILTRATION LIMITATIONS; r 0 / pEnON 61 ACTIVE LEAF: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED J THREE PIECE ALUM BUTT HINGE BY'&S.WINDOWS' LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS J �. {3)HINGES PER LEAF AT 1 t'FROM TOP&BOTTOM OP'170N Bt: STD.SILL L +70.0 0 (X&XX DOORS) AND AT MIDSPAN SURFACE MOUNT DEAD SOLT LOCK BY'YALE' HI-RISE SILL +90A PSF(>O DOORS) Vj FASTENED TO DOOR FRAME AND LEAF WITH AT 45`FROM BOTTOM, KEY OPERATED ON +120.0 PSF(X DOORS) �,N 810 X 1'FM SMS EXTERIOR AND THUMB TURN ON IITERIOi (6)SCREWS AT FRAME, (5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2'OH MS Z 3 nPTION 82: LEVER TYPE METALUC HANDLE AT 37"FROM t y00 2.aDO FACE MOUNT 2 WING PIVOT HINGE BY'MASTER ACCESSORIES' BOTTOM,FASTENED TO ACTIVE LEAF LOCK STILE i O-PVi WITH EXTRUDED ALUMINUM BASE,DIE CAST ALUMINUM WRFC(2) 86-32 X 1-3/4"PH MS. N R COVER PLATES.ST.STEEL PIVOTS AM GALV.STEEL Li N m BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY`SULLIVAN&ASSOC.' car mR.. M-RISE RILL F2ASTEN TjlE DOOR FWLME AND LEAF 9I71R BOTTOM LACE,LOCLTWRAT12°FROM TOP AND ON BOTOM 5/16-24 x 1'FH MS(2)PER WING FASTENED TO LOCK STILE WITH B8 X 3/4'FM SMS(2)SCREWS PER BOLT Q.L OPENINGS: MW90C'B�nt�D.L.O. HEIGHT m LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) SYSTEM BY'INTERLOCK'Ai 39' 8 9 FROM BOTTOM D.L.O. HEIGHT o LEAF HEIGHT - 11.9375'(HI RISE SOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ��C�..�� O.LO. WIDTH - LEAF WIDTH - 8.825' ENGAGING AT HEAD AND SILL eTrp�eee B 9 KEY OPERATED ON EXTERIOR AND THUMB TURN ON iL1MIliM! dS INTERIOR WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH NOMINAL.WIDTH FRAME WIDTH LEAF WIDTH I)AYUTE OPO. (2)88-32 X 2°OH MS 2/6(X) 31-1/2' 28-11/18` 20-1/16° c 114 a a 3/0(X) 37-1/2' 34-11/16' 26-1/18' INACTIVE LEAF i-.�`� 3/4(X) 39-5/8' 36-13/18" 28-3/18• NOTE: CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' °e o W. n DOOR WIDTH AND HEIGHT MUST MANUALLY OPERATED LEVERS MOUNTED ON s/o DoT) s9-3/4' 28-11/18` zo-1/16 COMPLY WITH EGRESS REQUIREMENTS 12 EFFACES LOCATED AT o 6/0(-) 71-3/4' 34-11/18' 28-1/18` PER FOC WHERE REQUIRED. FASTENED TO LOCK STILE WITH Enn,IAVAO AHM 1 _ o 6/4()Do 76' 38-13/18" 28-3/18° 1 88 X 3/4°FM SMS(2) PER SOLT ta. CIVIL F HEIGHTS: DAYWE OPC. CA.N.k3638 STANDARD M-PROFU NOTE: NOMINAL.HMIT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM Ran. GLASS CAPACITIES ON THIS SHEET ARE s/e 79-3/4° 77-1/4' 88-1/16' 65-5/16' BASED ON ASTM E1300-04 (3 SEC. GUSTS) \ti 9 Wo7 6/0 9s-3/a° 83-1/a" ss-t/16" et-s/te° AND FLORIDA BUILDING COMMISSION �� W04-51 DECLARATORY STATEMENT DCA05-DEC-219 Q sheet 2of 7 FRAME M A I STATIONARY PANEL (0) OR SIDELITES Z► XMR INFILTRATION LIMITATIONS: C DESIGN LOAD CAPACITY- POP WHERE WATER INFILTRATION RESISTANCE IS REQUIRED ypp...rryrry E E Gus TYPES UWT EXTERIOR LOAM FOR ALL CASES AS FOLLOWS W.'B',V 'C'. B' 'p STD.SILL a +70.0 PSIF � S .i, FRAME HEIGHT FRAME WIDTH W-RISE SILL_ +90.0 PSF 19 1 FT./IN. 0030:s E%T.(+) 9TT.(-) OR.(+) tNT.(-) EXI'.(+) INT.(-) e/a 4z Tao eo 0 90.0 90.0 90.0 90.0 z o0o dF a 7/0 39 Tao 50.0 90.0 90.0 90.0 90.0 Q 8/0 36 70.0 80.0 87.8 8T.6 9a0 90.0 (I (0) .aPO. SRa. BI-RISE 9ILL ML OPENINGS: D.L.O. HEIGHT = LEAF' HEIGHT- 8.1875° (STD. BOT. RAIL) D.LO. HEIGHT = LEAF HEIGHT - 11.9375' (HI RISE BOT. RAIL) D.L.O. WIDTH n PANEL WIDTH - 4.006° ffi 3/16•H.S.CARES 3/16-H.S.GLASS 1/8•H.S.GLASS 1/8°H.S.MASS d, .090•INTERLAVER .090•wrERLAVER .090•INTERLAYER .090°INTERIAYER 'DAIPONT SENTRYGLAS' 'DUPONT BUTACITE PVB' 'DUPONT SIITAOTE PVB' 'DUPONT SUMCITE PVB' J 3/16"H.S.CLASS 3/16'HS.CLASS 1/8•H.S.CLASS -8/32°H.S.CLASS J SILICONE SILICONE SILICONE SILICONE to DOW CORNING 796 DOW CORNING 79S DOW CORNING 795 DOW CORNING 796 QO n M a i 8 Z3 m O GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' CLASS TYPE 'D' • WIItlMl�A � � o 1/9•H.S.GLASS 1/4'H.S.CLASS .090.INTERLAYER .090•INTERLAYER 'DUPONT SENTRYGLAS' *DUPONT SENTRYGLAS' 1/8•H.S.GLASS 1/8'HS.GLASS m j SILICONE SUCONE L,r DOW CORNING 79S �.r DOW CORNING 795 LF s m o 1 E"9^40AD aILwD FLA:PEE/P 70892 CAN. 8 NOTE: g GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM £1300-04 (3 SEC. GUSTS) f ti a-, 9 no. GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION W04-51 GLAZING oPTiOtds DECLARATORY STATEMENT DCA05-DEC-219 street 2.1ot 7 MULLION DESIGN LOAD CAPACITY- PBF SIDELITE WIDTH INCHES FRAME WEIGHT R./IN. DOOR TO SIDELTTE 6TUL1dON SID9LTTE TO SIDRLUE MULL UPIRSINFORCED RRINFORCED R67NF0RCSD EXL(+)/-.(-) EXT.(+)/IM.(-) EXL(+)/MT.(-) 24 27 30 33 36 39 42 6/8 80.0 80.0 90.0 BOA 80.0 90.0 BOA 80.0 90A 60.0 80.0 90.0 80.0 80.0 90.0 BOA 80.0 90.0 Bob 80.0 904 24 27 30 33 36 39 7/0 SDA 80.0 90.0 Bob 80.0 904 804 80.0 90.0 80.0 80.0 904 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 36 8/0 784 80.0 90.0 749 80.0 90.0 71.1 80.0 90.0 679 80.0 90.0 06.0 804 7&9 90.0 62.4 90.0 60.1 78.0 90.0 5 7 e C A (XOX O) C 0 =11! / /L /0 \ / \ F //L B \ \\ D \ B (XOX O) C 0 =11! (OXO) n n C A /L /0 \ / \ F //L B \ \\ e o \ B (OXO) n n O O 0 C A /L /0 \ /F \ \ �\ B \\ O B O O 0 (XOOX OO 3 ()COX) CA) /L /0 \ /F \ \ �\ B D (XOOX OO 3 ()COX) CA) `v /F /' 0 \ �\ `v RA.PE S&92 CAN. l XX00) OOXX) a 0 h D M �QE c j d� N M h Z3 m �C � d Y drawing W04-51 daeet2.2a(7 B RA.PE S&92 CAN. l XX00) OOXX) a 0 h D M �QE c j d� N M h Z3 m �C � d Y drawing W04-51 daeet2.2a(7 TYPICAL ANCHORS EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FLXt SPACING 18Y {� SEE ELEVATIONS 'EjGE . 1YOOD BUCK s FOR SPACING 1ST,• °d, C 21 I 21 H 0 1 1 Boa sryryry _ 18 2 13 18 PENETRATION 31 3i OPTI6NAL RIM O O c O "a =y a O ` N jLSW�l7 7 py g n M Q$ Z r�� 31 31 spy $ p$yy w 11reIMe FlerWx MO c€Oil 28 30 HidYYS� b J B 1 x0LT � S $ $ TH 8 PENETRATION INTO SILL - - IQ 18 ig o n °7dryd B 21 3 ® 21 14 \ 14 \ 4 APPUCA&.E TO STATIONARY AND OPERABLE UNITS $ . • �: •.-.o .� .v HI-RIBS FRAME.SILL •�CNI. �. • :; .. ° b APPLICABLE TO STATIONARY FHA.PE/j= AND OPERABLE UNITS CAN.35JB g n� TYPICAL ANCHORS 3/16"x 11;2 SEE TYPICAL ANCHORS ELEV.FOR SPACING ee�� S 311B° K 1-1/2° WEEP SLOT SEE ELEV. FOR SPACING 2/ SILL �SLOT AT XX DOORS 1/SILL AT SIDEUTES 1/SILL AT X WOE drawindg no. EDGE DIST. EDGE Ow. WO'T—J1 STATIONARY VNITS OPERABLE UNITS �P � $cT 7 EDGE DIST. TYPICAL ANCHORS V SEE ELEVATIONS r64CAL ANCHORS FOR SPACIG SANG ■Y 'nj F EDGE lBST, OR SPACING z METAL MNMi-OADE COUNTY APPROVED STRUC111i MULLION a MUWON ANCHORS SEE SEPARATE NOA � F � � • 1 a U 0 4 \ \ \ a WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. — TYPICAI.ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4° DIA. ULTRACON 13Y ,ELCO (Fu m Ksi.F)-m KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8° MIN. PENETRATION INTO WOOD a THRU 19Y BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY ' DIRECTLY INTO CONIC. OR MASONRY U 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY &14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) < Ln INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8" 0 cv n INTO METAL STRUCTURES C M STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ul c�v Lj N� TYPICAL FOGS DISTANCE O INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE — 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS 1'a . 3000 PSI MIN. s� C-90 HOLLOW/FUM BLOCK AT JAMBS I m - 2000 PSI MINI. n € SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g WHIM/ALUMINUM COLORED SILICONE. r � a Ergr:JAV� 4 MOW 6_ • CAPC 9 B NM j q*wdrawing no. aheal4oT 7 I I (FLUSH SOL.TS AT ACTIVE AND INACTIVE LEAFS {.0 �t MUST BE ENGAGED DURING PERIODS � Gi INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE WARNING) pl 1/4'MAX.'. 11 AT 10'FROM EACH END #10 X 3/4'SMS SHIM 2 O ®6' ENDS F © CONCEALED FLUSH BOLTS z - & 14"O.C.MAX. Ta AT le FR0M EACH END C 4 F 8 ` 13 13 ACTIVE LEAF DT-ACM LEV • , tp 18 34 T 18 9 a 29 zs v 21 21 �sgr----------------71 17 7 8 DL OPG. O.L.GPO. 0 SIOEUTE PANEL 6ADTH LEAF WIDTH _.. FRAME WIDTH J Fa EXTERIOR OPTWNAL TRIM � TYPICAL ANCHORS pP110NAL REINFORCING FOR SPACING SEE 2�CAPACITY ( OXXO ) U FILL LENGTH STL-9. (STEEL TO BE PAINTED Oft PLATED) Q� ( 0-0 ) TYPICAL ANCHORS Z SEE ELEV. FOR SPACING 16Y 1/4'MAX. N WOW HIM SL9M OPTIONAL / SEE SHEET 2.2 FOR CAPACITY n M 1/4 SPACE 1/4'H MAX. .96'X 2'X.98'X 1/8' 2 2 FULL LENGTH STL lEl 2 O S 2 O O (STEEL TO BE PAINTED OR PLATED) O 26 p WOOD 13 ACTLVB LEAF OR STM1 ACTIVE LEAP $$ O O� I ^�° 3 19 19 21 �Oc urrn •:.<�1 f I 1 FOR SPACING X-0 ) TYPICAL ANCHORS D.L.OPG. AHIYAD F,2110OiCE 91>rVIBY.B •� CML gg wwotplyfcS�eiN dr SEE ELEV. FLA.ISE METAL FOR SPACING LEAF WIDTH CAX 3836T�8Z co& STRUCTURE FRAME WIDTH 0 EXTERIOR fed draarmg no. X ) WO4-51 shoat 5 of 7 • ITBM PART/ QUANTITY DESCRIPTION MATBRIAL NANF./sMURS/RBNARES 4. I E630o1-I 1 FRAME HEAD 6063-TS ,n 2 ES3001-2 2 DOOR FRAME JAMS 8083-T8 g� 3 ES3002-1 1 FRAME SILL STANDARD 80 -T6 3 ( 83 Z ) 3A E83029 1 FRAME SILL(N-RISE) 8083-T5 - 4 E53003-1 AS REDD. SIDEUTE ADAPTER 8063-TB - 6 ES3004 AS REQD. 94EAR PLATE®ANCHOR LOCATIONS 6063-T8 3'LONG 8 ES3005-1 2/LEAF TOP AND BOTTOM RAIL 6083-T5 - BA ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 8083-TB - C > ES300S-1 1/LEAF DOOR LEAF JAMS-HINGE SIDE 8083-T5 - .Q 8 E33007-1 1/LEAF DOOR LEAF-LOCK SIDE 6063-TB - 9 ES3007-2 1/LEAF DOOR LEAF- KEEPER SIDE 8063-TS - 10 ES3008-1 AS READ. SIDEUITE STLE 6083-TS - 11 FB-1202-914 2/LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN&ASSOCIATES 12 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN&ASSOCIATES z a1: is E53011 AS REDD. JAMB TRIM 8083-T5 OPTIONAL 14 ES3012 1 SILL COVER 6063-T6 yep, 16 ESM13 2/LEAF WEATHERSTRIP ADAPTER 8083-T5 16 ES3014-1 4/PANEL PANEL CLAMP 6063-TB - 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6083-T6 SEE SHEET 2 17A - 2/LEAF PNOT HINGES _ _ _ - BEE SHEET 2 a 19 --- - DOOR LOCK(SAVANNAH 201SL) - YALE 20 - - DEAD BOLT LOCK(PREMIER) - YALE 21 W22321NG AS REDD. FIN-SEAL PILE WSTRIPPNG - ULTRAFAS 22 ESM20 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS V.I 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4-X1/8°X4-1/4•LONG JW 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/0'THK.X 7-7/8'LONG ! 26 - 2/LEAF 3/8•DIAL THREADED R00 W/NUTS STEEL - Q 25 - AS REDD. FRAME ABBY.SCREWS - #10 PAN HEAD SMS � 0 n M 1 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - Z 3 j m 28 ES4014 AS RECD. BOTTOM RAIL CLASS STOP NEOPRENE 29 ES40t9 AS READ. PANEL SILICONE STOP NEOPRENE 1 0- 30 - AS REGO. 3/8-DIA.X 1/8-HT.BUMPER SILICONE FRANK LOWE RUBBER CO. W N 31 ES4013 AS READ. WEDGE CASKET EPDM DUROMETER 73*3 BFKIRE A BGSi 32 ES3022 2/SIRE FLUSH BOLT BRACKET 8083-T5 33 - 2/SKI. BRACKET IN9TALAATION SCREWS - T X SAL4 34 0/LCN AS REQD. DOOR PANEL WSTRIPPING - SCHLEGEI. C w � 4 C21 I 1�Me` f IT K `Yen u eau Enr.JAV N*= d •� =WL m tlrowing no. W04-51 Sneer a or � • 4.000 2.125 \/ I o.3T8 IY .22i2[5 •888 + i`"+00 .105 r O In 2250 0.312 iiGG I 078 st WEDGE GASKET (smz im I $ �a.019 4�-z.fa5 Q® FRAME HEAD/JAMB 3.350 t5 sto k 3tl iiiQttt n o7e 2.� I .3 2.874 o s Kh. 1. l WEATHERSTRIP ADAPTER SHEAR PLATE STEEL Put a (D 3375 a � o .rtw .945 .078 ® I I 4.900 3" t© JAMB TRIM (OPTIONAL) L ® go Q t0 s90 1.na tt7 3 PIECE HINGE a ® TOP/BOTTOM RAIL z 2.874 .125- 2.0100 N •S95 t8 PANEL CLAMP .1 0 I� 50 2.000 MULLION Q REINF. CHANNEL 3.350 .913 2.183 •590 1.143 •490 .078 rttpv&w"h rat 9eAda z�a SIDELITE ADAPTER 1.750 •821 .913 � •�{,.145 115W o9a .082 .475 .078 T-I . .927 t9 SIDE LITE STILE �°-4.000 o fa SILL COVER Taco Q FRAME SILL (STD.) e O O W 4 0 4.82$ 7.750 1.954 4.000 .094 .913 1.145 .490 �'��� � 1.884 F1A.PE A 70582 $ "' .5801.790 1:AN.X98 1.750 .590 I � L 200D � � � •3 1- se3 O 7,� drawi� rro. .094 4.900 T A78 '`1 97S L 4�p W04-51 1.790 07 HINGE STILE t�Q LOCK STILE/KEEPER STILE HI-PROFlLE BOTTOM RAIL ® FRAME SILL (HI-RISE) �A aheat6.Tof 7 vi ,Af i ERAUE BOTTOM jQ.QRNtQi; .. .._ . 'Arlo; 'i� O - 65����-Yvoo� IO 18 �o g�<o 41 r Q�em M N �M a z 3i N N Ld N DOOR LEAF CORNER STATIONARY PANEL OR SIDEL17E CORNER 8 n./2• � � Y Oou .m t� raor.JAVA �AN CN0. RA PE(7�9�2 CA 3338 �0��' d_ drmving no. sneer 7 qr 7 t