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RC-13-1606 Nfiami. Shores Village Building Department T J L I \ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 L___' _ INSPECTION'S PHONE NUMBER:(305)762.4949 QD\ FBC ,0 L(2 BUILDING Permit No.,t, PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: ay City: Miami Shores County: A 'ami Dade Zip; Folio/Parcelk L _C 1 n - Is the Building Historlmlly Designated:Yes NO Flood Zane: OWNER:Name(Fee Simple Titleholder): R'rYVICA C�r QIQx:FP Address: i 1�J City: State:– �7 Zip:—:3 Tenant/Lessee Name: Phone#: Email: aiS ev .�E�L• cnw) CONTRACTOR:Company Name: ` Suvu*hone#. �W • 4 �Q� Address: City: } State: OY1 zip: �3 C Qualifier Name: Uk Phone#: State Certification or Registration# 6 C Certificate of Contact Phone#:I 1 ® Email Address: �1 1�."lC �- P1• DESIGNER:Architect/Engineer: Phone#: �DValue of Work for this Permit:$ 'I SquarelLinear Foo of Work: Type of Work: DAddition OAlteration Ne sm ODemolition Description of VVrrk: +, __I_ Color thru tile: 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) t Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 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 approved and a reinspection fee will be charged. ignature Signature Owner or Agen Contractor The foregoing instrument was acknowledged before me this The foregoing in melt was acknowledged before me this day of 20 by day of ,20,1,by o is ersonally kno to me or who has produced o is onal] `known to or who has produced (� As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Cr- Print• As Public tare W Fbrlda My Commission Expires: Ii JW Elieser Placeres My Commission Expires: S< °t 1 My Commission EE 884850 N�ryP EXPlres 03/1712017 P J APPROVED BY `�/ � Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10R009)(Revised 3/15/09) 09/1912013 11:43 3058892003 READVGLASS PAGE 01/01 Ready Clam.&M»or, jrvc. 1090.fast 161h Sjtet eah, r-L 33010 •330'5 W S9=2'000 . '..�iax:30 5-889-2003 - Letter. off':Ce' rte cation :; � ;:'��`�,' . . 3333 � . � • . , . As of August 29 ', 2007, Ready.Crlass & Mirror, Inc, has met all guidelines and requirements for the SCCC. Certifvc Ati ou program and is a cument SGCC Lic�ex�see. All tempered :glass products are currently certified as in 'yet .AriTS1*297�;I CFR 120T. standards, known.as COYT1 O*sjte-,*VfT-ifibfL- I •,•...°� :3333 :. .•,•rt ..s. ,'.r: d s 5t�,oR�s Miami hores Village Building Department ' GRIN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LORIU� Fax: (305) 756.8972 Permit No: RC13-1606 Page 1 of 1 Building Critique Sheet 1. Highlight on the NOA various components of doors and windows you intend to use. 2. Then a structural review shall be performed. Mehdi Ashraf Bldg. Director Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Property Search - Report Page 1 of 2 r MIAMI-DARE COUNTY l OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT kr' Carlos Lopez-Cantera r ---_ Property Appraiser Property Information: Folio 11-3206-013-3050 Property Address 9230 NE 2 AVE Owner Name(s) RAYMOND SLATE CHRISTINA POULOS Mailing Address 10155 COLLINS AVE#1004 BAL HARBOUR FL 33154- Primary Zone 1100 SGL FAMILY-2301-2500 SO Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Adj.Sq.Footage 2,497 n Lot Size 14,040 SO FT Year Built 1941 Full Legal Description MIAMI SHORES SEC 1 AMD PB 10- Aerial Photography 2012 70 LOTS 1&2 BLK 23 Taxable Value Information: LOT SIZE IRREGULAR COC 25541-4738 04 2007 5 Current Previous Previous 2 Assessment Information: Year 2013 2012 2011 Current Previous Previous 2 Exemption/ Exemption/ Exemption/ Year 2013 2012 2011 Taxable Taxable Taxable Land Value $182,524 $156,293 $120,225 County $0/$392,443 $0/$387,509 $0/$352,281 Building Value $209,919 $231,555 $232,056 School Board $0/$392,443 $0/$387,848 $0/$352,281 Market Value $392,443 $387,848 $352,281 City $0/$392,443 $0/$387,509 $0/$352,281 Assessed Value $392,443 $387,509 $352,281 Regional $0/$392,443 $0/$387,509 $0/$352,281 Benefits Information: Sale Information: Current Previous Previous 2 Date Amount OR Book-Page Qualification Code Benefit Type 2013 2012 2011 4/2013 $345,000 28587-0231 Deeds to or from financial Non-Homestead Assessment institutions Caps Reduction $0 $339 $0 11/2009 $100 27098-3914 Deeds to or from financial Note:not all benefits are applicable to all Taxable Values(ie County, institutions School Board,City,Regional). 4/2007 $0 25541-4738 Sales which are disqualified as a result of examination of the deed 3/2007 1 $20,000 25427-3395 Other disqualified 3/2007 $0 25452-4629 Sales which are disqualified as a result of examination of the deed 11/2006 $0 25094-0471 Sales which are disqualified as a result of examination of the deed 2/2006 $890,000 24438-2316 Sales which are qualified 6/2005 $699,000 23555-3313 Sales which are qualified 7/2004 $0 22552-3389 Sales which are disqualified as a result of examination of the deed 6/2004 $500,000 22435-3929 Sales which are qualified 11/2002 $300,000 20835-3763 Sales which are qualified 4/2002 $0 20488-3409 Sales which are disqualified as a result of examination of the deed 6/1989 $77,500 14186-1865 Sales which are qualified 5/1989 $0 00000-0000 Sales which are disqualified as a result of examination of the deed Disclaimer: http://gisweb.miamidade.gov/PropertySearch/printMap.htm 7/18/2013 property Search- Report Page 2 of 2 The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,Its use,or its Interpretation.Although this websfte is periodically updated,this information may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or Inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at http://www.miamidade.govAnfo/disclaimer.asp. Property information inquiries,comments,and suggestions email:pawebmail @miamidade.gov GIS inquiries,comments,and suggestions email:gis @miamidade.gov Generated on:Thu Jul 18 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htin 7/18/2013 Florida Building Code Online Page 1 of 2 l BCIS Home Log In• User Registration i Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff I BCIS Site Map Unks Search USiC12S Product Approval esil I -.USER:Public User Regulafion I �! ��III1I# 119111 product Aooroval Menu>Product or Aooliotion Search>Application Ust>Application Detail VIVO-2 _ FL# FL15558 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 Fails,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard JIM fbc @jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd P Y Klamath Falls,OR 97601 sieve 882-3451 2900 stevesa @jeld-wen.co com Quality Assurance Representative R~ Address/Phone/Email i Category Exterior Doors SEP Subcategory Swinging Exterior Door Assemblies 1 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 illl Product Approval Method Method 1 Option A Date Submitted 05/01/2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv... 9/19/2013 Florida Building Code Online Page 2 of 2 r Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products ' FL# Imodel,Number or Name Description 15558.1 jEnergy Saver/Contour Opaque Wood Edge Steel Outswin Door w/or w/o Sidelltes Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL15558 RO C CAC NI011082.Ddf Approved for use outside HVHZ:Yes f Quality Assurance Contract Expiration Date Impact Resistant:Yes / 08/31/2015 Design Pressure:N/A Installation Instructions Other:Refer to installation instructions 5-2104 for sizes, FL15558 RO II S-2104 SS.odf configurations,design pressure ratings,and installation details. Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS.pdf Created by Independent Third Party:Yes a; Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2010 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 mall.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 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 dick J1ere... Product Approval Accepts: El WR Is a _ I hup://www.florid-"'U-Uilding.org/pr/r)pr_app_dtl.aspx?param=wGEVXQwtDgv... 9/19/2013 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI011082 a � 3737 Lakeport Boulevard Certification Date: 05/01/2012 .T; Klamatb Falls,OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Coiatour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specifications Tested To: 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 www.N'amicertification.com. NAM I'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 & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" -~6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 6'8" Installation S-2104 I-8 oxA110 O/S Door-Opaque 4'5"z VI0" +66/-70 10.0 psf Door-Yes 1`LA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO.6"x 5'3"(1/8"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 Single Nv/Sidelites Sidelites-Glazed Sidelites-N'o Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Retails: 5-21043 1-8 XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" L stattattoi).Details: S-2104 1-8 OXX4 O/S Doors-Opaque 8',11"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696W DomWe v+/Slcf life ' Sidelites-Glazed Sidelites-No Max panel Size: 3'0"r 6'8" Sidelite D)G,0;A!' x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 National Accreditation&Management Institute,X>-tc/4794 George Washington Memorial Higbwayfffayes,VA 0 2 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: __ �j° Steel 74.5'MAX. OA FRAME WIDTH--- 7025'MAX. OA FRAME WIDTH iJ' �1 i N@ Steel 875°TYP.- -- 125° .75° 75°MULL 15.5'MAX. O.A. 36.625°MAX. OA TYP. ' BAR M. S1D11JiE FRAME WIDTH PANEL WIDTH 36°MAX. OA y I.TYR 36°MAX OA y 14°MAX. OA EMERGYSAVER/GOMOUR6'8"WOODEDGEOPAQUESTf.ELOUTSW/NG W/��p� PANEL WIDTH TIP. Ir PANEL WIDTH I PANEL WIDTH IMPACTD00RUM17SW177f&W1TR0U7S/DELM GENERAL NOTES ® ® ® ® ® ® CU m INACTIVE ACTIVE 6°MAX. g ai cyi 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80' 80' CODE AND HIGH VELOCITY HURRICANE ZONE WHZ"REQUIREMENTS. MAX MAX WIDTH W 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER OA OA *' LOADS 70 THE STRUCTURE PANE PANEL 63.125' e3 PRODUCT ANCHORS SHALL BE AS _ n 3. DRAWINGS ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL LOCATION HEIGHT HEIGHT ® MAX. a DRESSING OR STUCCO. 8125° 81.25° D.L.O. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX MAX, HEIGHT 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR FIVHZ'ZONES. SEE OA A OA THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. SINGLE OUTSWING IMPACT p iSIDEUTES UNIT(OXO)W/NON-IMPACT oa 0.625' 0.75" 0.625° 'a� VIEWED FROM EXfERlt7lt RESIDENTIAL INSULATED STEEL DOOR(Common to soHmme conditions) DOUBLE OUTSWING IMPACT UNIT(XX � o COMPONENTCONSTRUC710NS: 37.75°MAX. OA VIEWED FROM EXTERIOR ,875° 107°MAX.OA FRAME WIDTH ¢jz } Face sheets:24 a. 0.020 minimum thickness,Galvanized Steel A-525 125°- 75°MULL 15.5'MAX.OA o_ 9 ( , � FRAME WIDTH TIP. BAR TYP. SIDELl7E FRAME WIDTH °�o � �- commercial quality-AKDQ per ASTM 620 with average minimum yield 36.625'MAX.OA w 875°TIP.- 36"MAX. OA _ PANEL WIDTH 36°MAX.OA 14'MAX. OA strength Fy(uve.)=24,600 psi. PANEL WIDTH W/ASTRAGAL PANEL WIDTH yl PANEL WIDTH B�$ Care desian:Expanded polystyrene with 1.0 to 1.25 lbs/cf density,by 0�3 m JELD-WEN,INC. a o Dow Panel.020"min.)galvanized active and inactive panels are constructed o to from ® ® ® ® ® ® a a 24GA 0.020°min. steel.The face sheet to and bottoms are bent 90'over the top and bottom mils.The top LVL rail measures 1.67" 6°MAX wide x 1.042°high.The steel bottom roll is roll formed 0.021"galvanized INACTIVE ACTIVE OA D.L.O. 5�S N steel measuring 1.67'wide x 1.21'high. The sides of the face sheet are 80° 80° WIDTH roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX. I OA OA II� measure 1.67"x 1.0°. The interior cavity is filed with polystyrene. The face sheets are glued to the polystyrene. PANEL PANEL 63.125' o v Fixed Me Const: The sash is constructed from 24GA. (0.020°min.)galvanized HEIGHT HEIGHT MAX. N g w steel.The edges of the face sheet are bent 90'over the polystyrene core ® ® D.L.O. o and glued to t The sdelRe panels are routed to receive the ODL Lip Ute 8125° 81.25° Frames w the optional Trinfly Light Frames. (See sheet 7 for glazing MAX. MAX. G HEIGHT details.) The lite frames are sealed w/QSD glazing compound on the OA a OA ® g z n exterior. FRAME FRAME o �y Forme Construction:The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGFfI 4K 8 measuring 1.25°wide x 4.5625"deep.The door and sidelite head jambs 8 are mortised and butt joined to the side jambs and attached with (3) 16GA. g CR?5 di 2°x 7/16"crown wire staples.The units use a standard bump face Pemko ^n N N N threshold measuring 4.041'deep x 1.0°high. The threshold is attached to 0 0 0 0 the frame with 3 16GA.2°x 7116*crown wire sto DOUBLE OUTSWNG IMPACT o^ o v^ 0.75` ►tI1111tt B UNIT(OXXO /NON-IMPACT ^o m M TABLE OF CONTENTS 0.625° 0.625° ♦♦t F SIDELITES VIEWED FROM WERtOR o 0 0 SHT DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) ♦ O w 9-DATA -11-01 v m a 1 GENERAL NOTES AND TYPICAL.ELEVAflONS VIEWED FROM LXfERIOR srAtE 2 VERTICAL 1: .O CAL CROSS SECTIONS AND BILL OF MATERIALS DESIGN PRESSURE RATING-1119W WATER 7 Prepared By N.T.S. 3 HORIZONTAL CROSS SECTIONS MTMMN REQUIRENBdT IS NOED * , :-* _ DING.ar: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES FOR UNIT OAro) is , T CHK.W.S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS +66 psi-70 W 11 W W/WO NON-IMPACT SIDEIITES :i O 1?1° Qt�� DRAWING NO.: 6 ANCHORING LOCATIONS AND DETAILS igitally signed by Hermes F Norero,P.E. r �a♦• BUILDING DROPS,INC. 7 GLAZING DETAILS DOUBE DOOR UMT(A OA=,O)XO � Pram. ♦ 5-2104 8 UNIT COMPONENTS W NON-M�SOM ) +57 psf-57 psf ten:1 am approving this document { AVE +m Phone:407-644-6957 � ate:201205.01175135-04'00' rem ♦ A" t�zsne Fax:407-644-2366 st+EErr 1 of 8 0.75"MIN. CONCRETE/ 0.75°MIN. CONCRETES DESCRIPTION A A EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24GA 0.020"MIN. STEEL 1.50" BY OTHERS 1.50" BY DINER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PIN WOOD 0.25Q EMB• 19 EMS. 19 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD ;r %r 5 4"x 4"BUTT HINGE 12 BY HAGER STEEL MAX. 20 20 6 X 1"PFH WOOD SCREW HINGE TO DOOR C, Di 7 DOOR LATCH STILE LYL 8 OUTSNTNG PEMKO BUMP FACE THRESHOLD ALUMINUM C3 H y. / 2 0.250" 44 9 BRAD TRIM NAIL 16GA.X 1° FOR MULLION CAP STEEL % j j//j// p MAX. 10 COMPRESSION WEATHERSTRIP FOAM 2 cL N SHIM 11 DOOR TOP RAIL LYL W L SEE DETAIL 7 11 SEE DETAIL 7 32 12 DOOR BOTTOM RAIL STEEL. " ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD G 31 14 10 z 1 3 4 PF14 WOOD SCREW STEEL W _ 1 7 EE NOTE 6 ON 29 SEE NOTE 3 ON 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD a SHT 4 S1{1 4 16 3 16"fTW TAPCON ANCHOR W 1 i 4"MIN. EMBED. STEEL 10 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.750"MIN 1.750"MIN. 18 NOT USED PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 17 20 SHIM 0.25°MAX. THK.HIGH DENSITY PLASTIC OR GREATER) - SEE NOTE 2 ON 23 21 KMKSET 400 SERIES KNOB STEEL o" 22 KWIKSET TITAN 700 SERIES DFADBOLT NOT SHOWN STEEL SHE 4 38 23 8 x 1 1 2°PLASCREW ODL LITE FRAME STEEL S DO z 45 24 8 x 2°PFH WOOD SCREW STEEL o x 4 25 #8 x 2 112'PFH WOOD SCREW STEEL X04 0.125"MIN. 26 10 x 1°PFH W000 SCREW IMPERIAL ASTRAGAL TO DOOR STEEL ��wo,g q� GLASS THK. —_ 27 10 x 2°PFH WOOD SCREW STEEL p wiz o 28 MULLION CAP WOOD �az �o INTERIOR EXTERIOR INTERIOR EXTERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE a m 80.0" 80.0" 30 GLAZING COMPOUND QSD BY ODL SILICONE o ms m m 81.25° 81.25" o �yo MAX. MAX. 31 BRAD TRIM NAIL 16GA.x 3 4" FOR 3 8"QUARTER. ROUND. STEEL wd MAX. MAX. SEE GLAZING o o O A O.A. 32 3 8 QUARTER ROUND SIDELITE STOP WOOD OA OA DETAILS, SHEET e FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF has m HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET#F51 STEEL o � d 35 SCHLAGE DFADBOL7 18360 NOT SHOWN STEEL o 36 SIDEUTE STEEL FACE SHEET 24CA f0,020°MIN.STEEL STEEL a z` 37 1 8°TEMPERED GLASS BY PPG GLASS x x SEE NOTE 2 ON(2K 3 3g ODL LITE FRAME SG SPARTECH POLYCOM PP5530 Ci3 POLYPROP. 5 3 ''-to SHE 4 39 PRESSURE TREATED MULLION BAR F3/_4"x 4 9 16 x 81 1 4" P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o 42 YALE KNOB HERITAGE SERIES STEEL N w 1 36 43 YALE DEADBOLT HER17AGE SERIES NOT SHOWN STEEL v, o 17 EE NOTE 6 ON 17 44 SIDELITE FRAME HEAD,SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD z z SHT. 4 29 45 LITE FRAME BY TRINITY FOR 112'I.G.U. POLYPROP. y 10 S2 46 112-INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS C,°? EE NOTE 8 ON 16 47 L1TE FRAME BY TRINHY FOR 1"GLASS POLYPROP. B 8 21 EE NOTE 9 ON 16 3 SHT 4 48 1°INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS SHT. 4 " NOTE 3 49 LITE FRAME SCREW 6 x 1 1 2"LONG PANHFAD BY TRINITY STEEL SEE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE n N N N 8 12 ON SHEL7 5 ON SHT. 4 0 0 0 0 '•'`� 51 10 WOOD INSTALLATION SCREW W 1.50°MIN. EMBEDMENT STEEL 44 \� 31 Al DOOR LATCH STRIKE PLATE STEEL 625° ��.. \��\� 53 DOOR LATCH DEAD BOLT STRIKE PLATE �f11 1tI CTM Off WR av °9, .;'.•. . 1.25° .,.•' '. .y J� . MIN. "+" O Prepared By SCAM. N.T.S. 1.25" CONCRETE EMB. CONCRETE/ 7 'A_ ' Dwc.sr: JWJ 2.50"MIN.yI 1.75° 2.50°MINI MASONRY * • E * - EMB. EDGE DIST. MASONRY ~ MIN. EDGE DIST. BY OTHERS = 4 T F tC= Q CHK,BY:S. SAFFELL BY %gyp•: Q`,•� �� DPAWING NO. A VERTICAL CROSS SECTION (�VERTICAL CROSS SECTION '. p.E,t,a• ��` BUILDING DROPS, INC. S-2104 WITH HIGH DAM THRESHOLD 2 AT SIDELITE SASH f�i " Phone:407-644-6957 react ys ryA�z Fax:407-644-2366 sH�r 2 ov 8 SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHT. 4 21 42 34 ON SHT. 4 m�T 1.750°MIN. °> PANEL THK. vs°° p n W a tj o /// / CONCRETE/MASONRY // '..%j �• a� BY OTHERS x � INTERIOR INTERIOR � �° C'fa I a Ae °. \� 51 10 10 51 0.75°M �� 1 17 17 1 /// 0.75°MIN. o x�n EDGE DI T,.a ., SEE DETAIL 5 SEE DETAIL 5 °D EDGE DIST. oa n; ON SHEET 5 ON SHEET 5 ° a /C1 HORIZONTAL CROSS SECTION [p�HORIZONTAL CROSS SECTION _ 0.250°MAX. 0.250°MAX. a� m Ny LATCH JAMB TO BUCK HINGE JAMB TO BUCK 1.50°MIN. SHIM SHIM 50°MW. w o° m o � x CONCRETE/ EMBED. EMBED. 8°t MASONRY BY OTHERS a¢ o SEE NOTE 1 26 40 ON SHT. 4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a n 1 15 1 7 40 52 7 1 15 214234 EXTERIOR 0.31'DA x 9.0"I.G. AT TOP & BOTTOM INACTIVE EXTERIOR Cp TIVE B N�W SEE NOTE 1 26 SHT. 4 z a WN INTERIOR / 10 B B DETAIL 1 ASTRAGAL TO STILE ATTACHMENT ml.2 1.750°MIN NOTE ITEM 24 NOT SHOWN THIS LA PANEL THK \ VIEW FOR , attttttU� �� NSF. iii wovma SEE DETAIL .��<!s •. �Q �� oe� 9-11-01 SEE NOTE 4 24 1 ON THIS 10 1 17 '� Prepared By: scat. N.T.S. ON SHT. 4 SHEET :* . 7 -*= O M.Br: JWJ cHK.BY:S. SAFFELL � HORIZONTAL CROSS SECTION r.0.' T P,•' �� aRAWMG No-- AT IMPERIAL ASTRAGAL �� r..c•N¢• ��,,� BUILDING DROPS, INC. S-2104 Phone:407-64-6957 q� �xea�s Fax:407-644-2366 sHm 3 ov B 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHE 4 ON SHT. 4 4 2 45 38 3 EXTERIOR SEE NOTE 3 1.750°MIN. cs ON SHT. 4 31 EXTERIOR PANEL THK. 36 1 -+ mo ,_ 3 Z O ati -aka. INTERIOR \� SEE GLAZING 36 �� INIIRIOR 10 7 �� SEE NOTE 2 2 DETAILS, SHEET 7 �� 10 SEE NOTE 5 25 � �� ON SHT. 4 SEE NOTE 6 29 �� 28 SEE NOTE 5 1 17 17 1 ON SHE 4 �� 29 SEE NOTE 6 ONON SHE 4 � � ON SHT 4 SHT. 4 S o 0 SEE DETAIL 5 SEE DETAIL 5 J. fQ v 0.750° ON SHEET 5 U ON SHEET 5 0.750° SEE GLAZING �,°i a 39 39 DETAILS, SHEET 7 �'T [F1 HORIZONTAL CROSS SECTION (� HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB a=z o � - NOTES. CONCRETE/ SEE NOTE 3 8 Q 1. SPACING FOR ITEM J26 THE#10 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHT. 4 3 o g AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0°, 2.5°, 4.0', 5.5', 13.0°, 18.0°& 26.0'. BY OTHERS a a 2. SPACING FOR ITEM 123 THE J8 x 1 112'PLASCREW 1S AS FOLLOWS: SEE GLAZING TOP& BOTTOM. HORIZONTALLY SIDELITE PANEL: 3.0'IN FROM EACH CORNER. 32 36 38 45 4 400-15 DETAILS, SHEET 7 . ON THE SIDES, VERTICALLYY, FOR THE SIDELITE PANElS: 3.0 7, 13.0°, 26.0: 39.0, 52.0°& 63.07. °e 3. SPACING FOR ITEM 131 THE 16GA x 314'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM#9 THE 16GA. X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS TOP&BOTTOM HORIZONTALLY(FOR 114E 318'QUARTER ROUNDS 1.25"IN FROM EACH CORNER WITH ° EXTERIOR N N W (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY(FOR BOTH 318'QUARTER ROUND& MULLION CAP) 1.25'FROM EACH END &SIX MORE EQUALLY SPACED ON THE FIELD. n 4. WHEN ATTACHING THE STRIKE PLATE i0 THE JAMB AND BUCK USE ITEM J25,A#8 x 2 112°PFH WOOD SCREW. 0.125'MIN. INTERIOR o Fo i WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM J24, A J8 x 2' GLASS THK. PFH WOOD SCREW. & SPACING FOR ITEM J25 THE 18 x 2 112'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, e` SEE NOTE 2 2 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM#29 SILICONE CAULK ON THREE SIDES AND e / ON SHT. 4 At HORIZONTAL CROSS SECTION 3/8'QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4'LONG. ° LITE TO BUCK 0.75°MIN. �� 29 SEE NO6 �Tttt{Q 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A#10 x 2'PFH SCREW. WHEN ATTACHING EDGE DISi ., ON SHT. 4 THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM#14, A#10 x 1 3/4'PITH WOOD SCREW. 8. SPACING FOR ITEM#49 THE§6 x 1 112'PANHEAD SCREW (TRINITY LTTEFRAME) IS AS FOLLOWS: a >' SEE DETAIL 5 SIDELITE LTTEFRAME FROM THE TOP DOWN VERTICALLY: 3.25. 18.0625°, 32.8125°, 47.5625°& 62.625°. n ON SHEET 5 �: s O Prepared By: scare N.T.S. SIDELITE LITEFR4ME TOP&BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.43757. ° x* 7 ;* _ DM.W. JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0.250°MAX. w SHIM T Q cNx er:S. SAFFELL USED UPON APPROVAL OF 114E ARCHITECT OR ENGINEER OF RECORD FOR 114E PROJECT OF INSTALLATION. " � �• �u 50'MIN. ?,p P;° DRAWING NO.: 10. USE ITEM X51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. USE ITEM#25 WHEN INSTAWNG INTO EMBED. '� t!•c.++a• �� BUILDING DROPS,INC. 5-2104 MULLIONS. USE ITEM X16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. f�i A ° Phone:407-644-6957 ram q� r��zee�s Fox:407-644-2366 sNmr 4 of 8 74.50'MAX. O.A. FRAME M0771 —70.25'MAX. OA FRAME WIDTH F SEE DETAIL 2 f ON THIS SFIT. o SEE DETAIL 4 4.50"11P. 9.00'T1P. 6.00° .00"TYP. 12.50' ON THIS SHE 6.58' 6.00'TYP. V m o �- 6.00"Tl'P. ' I 3.00'7YP- 00°TYP. SEE DETAIL 4 Z o y _1 ON THIS SHE 6 IYP. l l 1 1 1 I II I_1 II ( 7.375° G i 6 TYP. I 1 1 1 1 1 1 I 7.375° BL 51 �L �•' • 51 51 11P. T1P. T1P. 31' S — SEE NOTE 5 — 31° ON SHEET 4 5 SPACES SPACES ® 13.85' SEE DETAIL 6 0 13.85" SEE DETAIL 5 81.25" ON THIS SHE 81.25' — r ON THIS SHT. — M g MAX. OA OA FRAME 1 1 HEWT 15.50" TYP. HEI HT _ 5.50"1 1 °'� oa i / o�OZ zo Z 31" o xo m x 31° 36.625' — 36.625° 16 16 S-� c� o i1P. 7L _ 0 O a 3.00'TYP-- L 00"m. g x, 6.00 7.pp'�. 92TM12P5° 3.00°TYP:--1 7.00°iYP. c ~ .15'MIN. o�+ C-SINK. N � w � z SEE DETAIL 3 / ON THIS SHT a SINGLE DOOR WITH SIDELITES ANCHOR LOCAITONS DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I 1? z VIEWED FROM INTERIOR 16 vno\53 53 SEE 25 16 142 SEE NOTE ON SHEET 4 —— N n N N N 7 SHEET 4 41 �� / \ / 1 �tttuurrr DETAIL E 194UNTERSINK FOR INSTALLATION ANCHORS 6 • 1 5.50° 1 1 24 5.50" 1 I 24 25 6 `�� :,.... �' onh 9-11-01 1 1 41 1 l 1 SEE NOTE 7 •a Prepared Br. SCALE N.T.S. \ \ 4 SHEET 4 =* * owc.BY: JWJ cHK.et S. SAFFELL 52 52 i� DMVIING 0 P' �� BUILDING DROPS,INC. : DETAIL 2 — ® HEAD JAMB DETAIL 3 — ®THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 �{ TM's' S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB '� Phone:407-644-6957 rsPE Rj xe�a Fax:407-644-2366 st+M 5 of 8 107.00°MAX. O.A. FRAME WIDTH 37.75'MAX. O.A. [i Ui FRAME WIDTH m ¢.- SEE DETAIL 2 V F' R ZoC � ON SHEET 5 Z°a � 4.50"TYP— 16.41°TYP. SEE DETAIL 4 W 3.00" 00"TYP. 13.41'TYP. ON SHEET 5 6 0° . .00"TYP. 6.00°M. O r. ° 00°TYP- 00"NP. SEE DETAIL 4 �� a 6 TYP. I t 11 I l I l l l ! I l I I T 7.375° 6 TYP. 6 TYP. 7.375° ON SHEET 5 D%t t 51 51 51 � TYP. TYP. - 6 TYP. - ° y 5 SEE NOTE 5�� 5 SPACES SPACES 3 ' SPACES 31° �n m ® 13.85' ON SHEEP 4 ® 13.85 ® 11.54° - - o x� z SEE DETAIL 81.25' ° 5- - 81.25" SEE DETAIL 6 ON SHEET 5 MAX. f MAX. ON SHEET 5 OA OA FRAME - 5.50' 25 - HEI HT 5.50" s o=o m °mod M ZU Q = 31' 3lL 31' 36.625" 16 36.625' ° 16 a TYP. BL TYP. 3 1 f T i l T i l T I I I I 3.00"TYP— 3.00"TYP .00'TYP. 6.00' 8.56" o 7.00°TYP. � 3.00"iYP— � 7.00'TYP. Y • �• 71T o SEE DETAIL 3 ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS g VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDELTTES ANCHOR LOCATIONS 0 0 0 VIEWED FROM INTERIOR o o w ^m O _ Prepared ByE N.T.S. * 7 ?* DWG.sr: JWJ T Q cwc.er:S. SAFFELL '�� a.�.iaa•P '\��` u DROPS,INC. wwwc NO- BUILDING 2104 Phone.407-644-6957 rWE 9� ��zane Fax:407-644-2366 SHM7 6 of 8 17 30 3 C] EXTERIOR 50 0.125°MIN. V m Z ¢ v5' TEMP. GLASS Z°a C4 ICKNESS °og is 0.50° INTERIOR GLASS BITE 17 29 50 29 38 2 SEE NOTE 2 �• N ON SHT. 4 z �' 0.500°MIN. �Q GLAZING DETAIL 1 GLASS THK. 0.125°TEMP. 0.250°AIR Xc�> v) ODL LITE FRAME SINGLE PANE GLASS SPACE of a a 1/8°TEMPERED GLASS o o SPARTECH POLYCOM PP5530 C13 w 38 � —� 25°x .50° 0.125'TEMP. B Q 0.50 INTERCEPT GLASS GLASS STEEL SPACER o o 50 BITE a 3�c ON 1 29 29 48 g 5�� 0.125° TEMP. GLAZING DETAIL 2 GLASS TRINITY LITE FRAME N ' 112°INSULATED TEMPERED GLASS o LUPOY EU-5007 z 1.000"MIN. o GLASS THK. 0.750°AIR SPACE 45 g t ��zz ' 75°x .50°INTERC 0.125° TEMP. ALL GLAZING CO FIGURATIONS STEEL SPACER GLASS SHALL COMPLY WITH SAFETY o" GLASS GLAZING REQUIREMENTS OUTLINED 0 0 0 0 ^N D ? BITE IN FBC SECTION 2406. o^N o SEE NOTE 8 ,��►tiurrrrrr o^oo 50 4 49 ON SHT. 4 �p ES F. DATE: 9-11-01 GLAZING DETAIL 3 7 O ' Prepared Sr. SCAM N.T.S. TRINITY LITE FRAME _* -* M.sr: JWJ 1°INSULATED TEMPERED GLASS o . T T Q cHK.sr:S. SAFFELL LUPOY EU-5007 W O ' P,• oRnw �� BUILDING DROPS,INC. 2104 Phone.407-644-6957 revE qs `gym Fax:407-644-2366 sHEET 7 of 8 I- 1.670°-, i.67Q' 1.670° - 1.670°- 4.5625° 2.188° I 1.210° jj�j j 1.000° 1.000' 1.042° 1.250° � 0-.7I ° b0 0.500° DOOR BOTTOM RAIL DOOR HINGE STILE m b 12 24GA (0.021' STEEL 13 FINGER JOINTED PONDEROSA 07 DOOR LATCH STILE 11 DOOR ITOP RAIL 2 3 WOOD JAMB rc us- PINE WOOD LVL FINGER JOINTED i 4 44 PONDEROSA PINE W is•- C ^ u�i -I I- 0.513° H-B13-�I ---I� 0.125° ' � a 1.645°-I 0.529° ;:;•. 1.544° 1.544" 1.T2.621' 0.380° 0.50 0.831° 0.140' 1.750° 1.750° 52' I z'16 0.530" 519"2.521 2. �o OCORNER BLOCK FOR O COMPRESSION WEATHERSRTIP i/2'LG. TRINf1Y LTTE FRAME 1"LG. TRINITY L FRAM 1 8-S.G. D LITE FRAM °x 33 10 45 POLYPROP. 47 POLYPROP. 38 � w STEEL BOTTOM RAIL SCHLEGEL Q-LON QDS 650 POLYPROP. MDF x 3.0°LONG TRINITY PLASTIC LITE KIT MATERIAL FTRINrfy PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL 1.500° - APPROVED UNDER NOA 07-0828.01 JAPPROVED UNDER NOA X07-0628.01 APPROVED UNDER NOA 10-1209.01 oaz o 1.250' 1.109' 0.868° m z 0.482°- �' � 0.585° ®0.375° 0.375 - �-� -� 0.624° 0 O 0 3/8.QUARTER ROUND a o 32 SIDEUTTE STOP =°o g 1.750' 2.500' O 1.736°0.675 PINE 2.040° O O o_ ASTRAGAL HAS TWO 0.3125' 2.137'1.012 o a DA. x 9"LONG BOLTS; T O -I 1.375- 0 O 3 I I 1 ON TOP, 1 ON BOTTOM o I 1.025' -I 1.381' 0 40 F� I�4.000' OASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAP HAGER STEEL BUTT HINGE o w `w 6063-T6 ALUMINUM 41 BOLT STRIKE STEEL 53 PLATE 28 5 N N O(IMPERIAL 0,125-STEEL) O STEEL PINE(81.25°LONG) 4'x 4'x 0.097 INK STEEL o a 11.875" I 1.710'-I � `°�� 0.5B2° 1.000' 2a DIA. VARIES WITH HARDWARE USED �j j% �- 4.041"�I " .N-ooO N %�� 9 A• A RUMP FACE THRESHOLD 8 6E0,ALUMINUM - BY PEMKO _ M 4.000° 'YC0f'AOOD INSERT w o cx m DATE: 9-11-01 7• O Prepared Br. SCAM. N.T.S. DWC.ar: JWJ a T T ✓r Q CHK.er:S. SAFFELL .0•'. Q.�•(U`� DRAWNG Ha.: WOOD LOCK ��` BUILDING DROPS,INC. S-2104 FlNGER JOINTED PONDEROSA PINE A '` ` Phone:407-644-6957 15 Rmz qc �.zees Fax:407-644-2366 SHEET 8 of 8 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107-X81.25-(Maximum) Prepared For: JELD-WEN, inc. ,,011111111111, 3737 Lakeport Blvd. �� ES F• Klamath Falls, OR. 97601 ��♦��Q •••••• •• • .F,A�i��. Prepared by: 7 Bermes F. Norero, P.E. Florida Professional Engineer#73778 �?0 ` V,•�• Date: 05/01/2012 T ' �� ♦� Contents: s Evaluation Report Pages I Installation Details Pages 5—4 ,��SI�NA,��♦ 111 Digitally signed by Hermes F Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' • BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 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 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 S-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 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 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 2010 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 5 //MA\\ BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 16 Certificate of Authorization:29578 Report No: 2035 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 program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 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#:QUA 1789) Hermes F. Norero,P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 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. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed,use 3116"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. 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: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 1 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 5 • BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50"TYP. 16.41°TYP. 00°TYP. 3.00"TYP- 6.00° .00°TYP. 13.41"TYP. 6.00" TYP. 12.50" 3.00° .00"TYP. 6.00°TYR IYP. TYP. TYP. .00"TY. .00"TYP. DO°11P. 6 TYP. I II I I I I III Ill 1 I I I II 1 6 TYP. I 1 III 11 1 I 1 5 5 SPACES SPACES 0 13.85" @ 13.85" 1 1 l 11 I I I I 3.00°lY. 3.00"TY. .00°TYP. DD° 12.125° 3.00"TY. 7.00"ilP. 7.00"TYP. TYR 7.00"TYP. IYP. 4.50"TYP. 9.00"IYP. 3.00"TYP- 6.58" 6.00°TYP. 6.0 " 3.0� 0°iY. .00"TYR 4 TYP. 6 TYP. l 11 I I I I I 11 1 11 1 6 TYP. 6 - 5 SPACES SPACES 4 11.54" ® 13.85" - - I l 1 I I I f 1 I I I 00"TYP. .00 8.58° 3.00°N I 7.. .00"TYP. TV. TYP. Hermes F. Norero,P.E. Florida No.73778 Page 5 of 5 ��, Miami Shores Village RECEIVED � ; Building Department SEP 19 2013 .� g p \v 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 BY: INSPECTION'S PHONE NUMBER:(3055)762.4949 FBC 20 BUILD Permit No. PERM 1 Master Permit Nok/.� ~/�06 _ Permit Type: BUILDING ROOFING JOB ADDRESS: q 2_30 cl.J ak) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): AaLmol)d P hone# � � q n Address: 0 6 i� l City: Y State: Zip: -3 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:GL.C—K CX& Phone#:J%`-CM Address: 4"1 (0—i Ci ty: State: Zi p : lLA�" Qualifier Name:111% ®® Phone#: State Certification or Registration#: L I"'1 .Ll(P Certificate of Competency#: Contact Phone#: Email Address: l�Z Q OV�,� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑Addition` OAlteration ONew ORepair/Replace ODemolition Description of Work:' I oo Color thru tile: Submittal Fee$ Permit Fee$35- CCF$ 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) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent ntractor The foreg ' trument was ackno edged before me this The foregoing instrument was acknowledged before me this day of ,20 0 by ✓�i day of All ,20by , mho is pers nally known me or who has produced who is personally known to me or o has produced ( As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL NOTARY PUBLIC: Sign: y j Sign: Print: 41-ewl"'r Print: WSUft Or Florida Helsel Alvarez a My Commission Expires: My Commission EE 196011 My Commission Exp' S � o� Qom$ 186011 LV30t; E ireooanenale APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199556 Permit Number: RC-7-13-1606 Scheduled Inspection Date: September 26,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CHRISTINA POULOS, RAYMOND SLATE Work Classification: Addition/Alteration Job Address:9230 NE 2 Avenue Miami Shores, FL 33138-2805 Phone Number Parcel Number 1132060133050 Project: <NONE> Contractor: MG EXCELLENCE SERVICE CORPORATION Phone: (786)247-7067 Building Department Comments INTERIOR REMODEL. KITCHEN AND BATHROOM. Infractio Passed comments REPLACEMENT OF 16 WINDOWS& DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-199488. CREATED AS REINSPECTION FOR INSP-195432. WINDOWS REPLACEMENT FINAL Not ready Must remove dumpster for final.Cert. for safety glass enclosed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 25,2013 For Inspections please call: (305)762-4949 Page 15 of 34 n � FORM 405-10 a FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 9230 NE 2 Ave Builder Name: Street 9230 NE 2 Ave Permit Office: City,State,Zip: Miami,fl, Permit Number. Owner. Jurisdiction: Design Location: FL,Miami 1. New construction or eAsting EAsting(Projecte 9. Wall Types(2176.0 sgft) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1320.00 fe b.Interior Frame-Wood,Interior R=5.0 608.00 ft2 3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=5.0 248.00 ft2 4. Number of Bedrooms 4 d.WA R= fe 5. Is this a worst case? No 10.Ceiling Types (2195.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 1500.00 fe 6. Conditioned floor area above grade(ft2) 2195 b.Under Attic(Vented) R=19.0 695.00 ft2 Conditioned floor area below grade(ft2) 0 c.WA R= ft2 11.Duds R ft2 7. Windows(148.1 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Master Bedroom 6 219.6 a. U-Factor. Sgl,U=1.30 148.13 ft2 b.Sup: Attic,Ret Attic,AH:Master Bedroom 6 219.6 SHGC: SHGC--0.50 b. U-Factor. WA ft2 12.Cooling systems kBtulhr Efficiency SHGC: a.Central Unit 18.0 SEER:16.00 b.Central Unit 24.0 SEER:16.00 c. U-Factor. WA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a.Electric Strip Heat 12.0 COP:1.00 SHGC: b.Electric Strip Heat 25.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (2195.0 sgft.) Insulation Area a.Electric Tankless Cap:1 gallons EF:1.000 a.Slab-0n-Grade Edge Insulation R=0.0 2195.00 ft2 b. Conservation features b.WA R= ft2 None c.WA R= fe 15.Credits Pstat Glass/Floor Area: 0.067 Total Proposed Modified Loads: 45.31 PASS Total Standard Reference Loads: 66.77 ®®��® AR/,4 I hereby certify that the plans and s do coffer `®® Review of the plans and 0�-t Sig this calculation are in compliance eF li°o specifications covered by this Code. a calculation indicates compliance ®, ' with the Florida Energy Code. PREPARED BY: Before construction is completed r DATE: I Kd4 F this building will be inspected for ,a ® ®® o compliance with Section 553.908 # I hereby certify that this building,as d� tl ��co rap ° �` Florida Statutes. 1 with the Florida Energy Code. '°® L OWNER/AGENT: "'°°°'® BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/6/2013 8:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 r e PROJECT Title: 9230 NE 2 Ave Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2195 Lot# Owner. Total Stories: 1 BhxWSubDMsion: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9230 NE 2 Ave Permit Office: Cross Ventilation: County: dade Jurisdiction: Whole House Fan: City,State,Zip: miami, Family Type: Single-family fl, New/EAsting: E)dsting(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 695 5560 2 Blodc2 1500 12000 SPACES Number Name Area Volume Kitchen Occupants ' Bedrooms InfilID Finished Cooled Heated 1 Master Bedroom 695 5560 No 10 1 1 Yes Yes Yes 2 Main 1500 12000 Yes 10 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R Value Area Joist RValue Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Master Bedroom 74.3 ft 0 695 f12 _ 1 0 0 2 Slab-On-Grade Edge Insulatio Main 122 ft 0 1500 fr 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel file 2313 ft2 0 ft2 Medium 0.96 No 0.9 No 19 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2195 ft2 N N 6/612013 8:20 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic(Vented) Master Bedroom 19 695 ft2 0.11 Woad 2 Under Attic(Vented) Main 30 1500 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below R-Atalue Ft In Ft In Area R-Alaille Fraction Ah-qnr f4rade% 1 W Exterior Concrete Block-Int Inshfaster Bedro 5 38 8 304 ft2 0 0.75 0 _2 N Garage Concrete Block-Int InsMaster Bedro 5 18 8 144 ft2 0 0.75 0 3 E Main Interior Frame-Wood Master Bedro 5 38 8 304 ft2 0 0 0.75 0 4 S Exterior Concrete Block-Int InsMaster Bedro 5 18 8 144 ft2 0 0.75 0 5 W Master B Interior Frame-Wood Main 5 38 8 304 ft2 0 0 0.75 0 -6 W Garage Concrete Block-Int Insul Main 5 13 8 104 ft2 0 0.75 0 7 N Exterior Concrete Block-Int Insul Main 5 27.1 8 216.8000 0 0.75 0 8 E Exterior Concrete Block-Int Insul Main 5 52 8 416 ft2 0 0.75 0 9 S Exterior Concrete Block-Int Insul Main 5 29.9 8 239.1999 0 0.75 0 DOORS # Omt Door Type. Space Storms U-Value Ft In Ft Wight In Area 1 N Wood Main None 0.46 36 80 20 ft2 2 E Wood Main None 0.460000 36 80 20 ft2 3 W Wood Main None 0.460000 36 80 53.33333 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal. Single(Clear) Yes 1.3 0.5 13.36111 2 ft 0 in 2 ft 0 in None None 2 S 4 Metal Single(Clear) Yes 1.3 0.5 19.01388 2 ft 0 in 2 ft 0 in None None 3 N 7 Metal Single(Clear) Yes 1.3 0.5 9.25 ft2 2 ft 0 in 2 ft 0 in None None 4 N 7 Metal Single(Clear) Yes 1.3 0.5 24.5 ft2 2 ft 0 in 2 ft 0 in None None 5 E 8 Metal Single(Clear) Yes 1.3 0.5 24.5 ft2 2 ft 0 in 2 ft 0 in None None 6 E 8 Metal Single(Clear) Yes 1.3 0.5 12.5 ft2 2 ft 0 in 2 ft 0 in None None 7 S 9 Metal Single(Clear) Yes 1.3 0.5 21.25 ft2 2 ft 0 in 2 ft 0 in None None 8 S 9 Metal Single(Clear) Yes 1.3 0.5 10.29166 2 ft 0 in 2 ft 0 in None None 9 S Skylt Metal Single(Clear) Yes 1.3 0.5 13.45833 2 ft 0 in 2 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 576 ft2 576 ft2 58 ft 8 ft 1 6/6/2013 8:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2878.7 158.04 297.21 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat None COP:1 12 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP:1 25 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flown SHR Block Duds 1 Central Unit None SEER:16 18 kBtu/hr 540 cfm 0.75 1 sys#1 2 Central Unit None SEER:16 24 kBtu/hr 720 cfrn 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 i DUCTS —Supply— —Return— Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 219.6 ft Attic 54.9 ftz Default Leakage Master Bed (Default) (Default)% 1 1 2 Attic 6 219.6 ft Attic 54.9 ftz Default Leakage Master Beni (Default) (Default)% 2 2 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling [[ ]]Jan Feb [[ �Mar [ r [ ]May Jun Jul Au Se Oct Nov Dec Heati 9 (X)Jan Feb [X]Mar [ ]AAppr E Ma Jun Jul AuSep Od Nov Dec Ventin [[ ]]Jan Feb [[�XJJ Mar [XI r May Jun Jul ]Aug Se Oct Nov Dec 6/612013 8:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 68 68 68 68 68 68 68 68 68 68 66 66 6/6/2013 8:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 t I Y FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9230 NE 2 Ave PERMIT#: miami,fi, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. I Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 616/2013 8:20 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 68 The lower the EnergyPerformance Index,the more efficient the home. 9230 NE 2 Ave, miami, fl, 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1320.00 f 2 b.Interior Frame-Wood,Interior R=5.0 608.00 ft 3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=5.0 248.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1500.00 if 6. Conditioned floor area(ft2) 2195 b.Under Attic(Vented) R=19.0 695.00 ft2 7. Windows"* Description Area c.N/A R= ft2 a. U-Factor. Sgl,U=1.30 148.13 ft2 11.Ducts R ft2 a.Sup:Attic,Rot:Attic,AH:Master Bedroom 6 219.6 SHGC: SHGC--0.50 b.Sup: Attic,Ret:Attic,AH:Master Bedroom 6 219.6 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. WA ft2 a.Central Unit 18.0 SEER:16.00 SHGC: b.Central Unit 24.0 SEER:16.00 d. U-Factor. WA ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 12.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. b.Electric Strip Heat 25.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2195.00 ft2 a.Electric EF:0.92 b.WA R= ft2 b. Conservation features c.WA R= ft None 15.Credits Pstat I certify at this home has complied II with the Florida Energy Efficiency Code for Building fY 9Y Y 9 Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed �,3",,,`'�j based on installed Code compliant features. Builder Signature: Date: � Address of New Home: City/FL Zip: ,c't Cp0 WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Project Title: 9230 NE 2 Ave 9230 NE 2 Ave Miami,fl 6/6/2013 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity differen 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter tem nature difference 20 F Summer temperature difference 20 F Total heating load calculation 22322 Btuh Total coolina load calculation 38579 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Strip Heat) 165.8 37000 Sensible(SHR=0.75) 110.9 31500 Latent 103.1 10500 Total 108.9 42000 WINTER CALCULATIONS Winter Heating Load for 2195 s Load component Load wac,�%> oa�crz%� Window total 148 sqft 3851 Btuh Wall total 1948 sqft 3526 Btuh c�,yaca%y Door total 93 sqft 859 Btuh Ceiling total 2195 sqft 988 Btuh - Floor total See detail report 4633 Btuh Infiltration 162 cfm 3553 Btuh �,�c,s%� WaWIG%p Duct loss 4911 Btuh Subtotal 22322 Btuh Ventilation 0 cfm 0 Btuh DOO`8`A%' TOTAL HEAT LOSS 22322 Btuh I Fbora(21%) SUMMER CALCULATIONS Summer Cooling Load for 2195 s Load comDonent Load Window total 148 sqft 8980 Btuh Wall total 1948 sqft 3526 Btuh Door total 93 sqft 1503 Btuh Ceiling total 2195 sgft 1682 Btuh LatartIntemaa7m%7 Floor total 0 Btuh �dowSM3%, Infiltration 121 cfm 2665 Btuh = _ lat Internal gain 5800 BtuhGan,c, ' Duct gain 4243 Btuh Sens.Ventilation 0 cfm 0 Btuh csum�ac4%> Blower Load 0 Btuh Total sensible gain 28398 Btuh Latent gain(ducts) 1403 Btuh ®®,0®IlOfA6diB0, Latent gain(infiltration) 4778 Btuh ® ° AR/4 `P,¢ Latent gain(ventilation) 0 Btuh ,��{, , ®®o® aF m°•°... Latent gain(intemaUoccupants/other) 4000 Btuh l �/'v ° Total latent gain 10180 Btuh All TOTAL HEAT GAIN 38579 Btuh o e07s EnergyGauge®System Sizing � 8th Edition PREPARED BY: d ' DATE: a ' q EnergyGeuge®J USRFZB v3.0 7. MIAMF MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONM N , E U AT 11805 SW 26 Street,Room 208 AFFAIRS(FERA) Miami,Florida 33115--2474 BOARD AND CODE ADMINISTRATION DIVISI 1 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCEvw miamidade govi�ora/ Sunshine Windows Manufacturing,Inc. _ 1745 W.33 rd Place Hialeah,FL 33012 JUL A 8 2013 SCOPE: 1 This NOA is being issued under the applicable rules and regulations governor materials. The documentation submitted has been reviewed and accepted by Mi i ado County PERA- Product Control Section to be used in Miami-Dade County and other areas where lowed 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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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"2009"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. SGD09,titled"Series 2009 Aluminum Sliding Glass Door large Missile Impact Resistant", sheets 1 through 14 of 14, dated 12117/09 with the latest revision "1", dated 03/06/12, prepared by manufacture, signed and sealed by Francisco Hernandez, 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 Resistant. LINIITATIONS:Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tho jab site at the request of the Building Official. This NOA revises NOA No. 10-0105.02 and consists of this page 1, evidence pages E--1 and R-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMIMIL CCl1NTY NOA No.12-0314.13 Expiration Date: October 06,2015 Approval Date: May 24,2012 Page 1 Sunshine:Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0105.02) 2: Drawing No. SGD09,titled"Series 2009 Aluminum Sliding Glass Door large Missile Impact Resistant", sheets 1 through 14 of 14, dated 12/17/09 with the latest revision dated 03/06/12, prepared by manufacture, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A—A" sliding door, Grade 10, Level LV 1 per ASTM F 58897 and per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door,prepared by Fenestration Testing Laboratory,-Inc., Test Report No, FTL-5471, dated 11/04/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 10-0105.42) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC, signed, sealed,prepared and dated 09/01/10,by Francisco Hernandez,P.E. (Submitted under previous NOA No. 10-0105.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours&Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26!2010, expiring on 01/14/17. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.12-0314.13 Expiration Date: October 06,2015 Approval Date: May 24,2012 E-1 1 T Sunshine Windows Manufacturin%Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of ono financial interest, conformance and compliance with the FBC 2010,dated 03/09/12,signed and sealed by Francisco Hernandez,P.E. 2. Laboratory compliance letter for the Test Report No. FTL-5856, dated 11/04/09,. signed and sealed Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 10-0105.02) G. OTHERS 1. Notice of Acceptance No. 10-0105.02, issued to Sunshine Windows Manufacturing, Inc. for their "Series 2009 Aluminum Sliding Glass Door—L.M.I.", approved on 10/06/10 and expiring on 10/06/15. i Jaime b.Gascon, .E. Product Control Section Supervisor NOA No.12-0314.13 Expiration Date: October 06,2015 Approval Date: May 24,2012 E-2 AShmmwdoms SEE CLUSTERS DETA6.8 DESIGN PRESSURES ta"taax oN sHEEr to of t4 AND ANCHOR DISTRIBUTION CHART r MAX pp� f 4"MAX I wN NUMBER OF ANCHORS 41 3/8• INIlCt3 DESIGNPRESSURE tt745h Florida�2 MAX D.LO WIDTH (PSF) Pfc(30 AT IIEAD ANDAT BIM L Pae(3aa1828-at f e A H C D $ AT DNCLODm ATCUTMO � WIIDT$ HL+I(S$T JAItID ItAf.H ,L CIS Oftw o axa a attl[O E%T,(+� Mr. 24 8 10 18 26 30 6 14 22 30 36 80 12 8 1s 26 36 0 X X 0 24 s 0 20 2 44 36 26 93.3 125.4 30 98 14 6 14 22 30 38 8 1s 26 36 (v (} M 48 8 20 32 44 MAX r MAX ��:!H 24 s 10 18 26 tt� Max.DOOR YAWN. IW Ri 30 6 14 22 30 80 12 ' E OM MANEL[4 pAPANEte1g2�tu ) GG�77 38 8 16 28 38 {�48 20 32 44 ELEVATION „1 2a 6 0 1s 6 110.0 125.0 rn 30 as 14 6 14 22 30 � 36 8 is 26 38 GENERAL NOTES 148 s zo 32 44 1.THIS PRODUCT INLETS THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. ANCHOR INSTALLATION NOTES 2. SHUITERS ARE NOT REQUIRED. 1.ALL INSTALLATION SCREWS SHOWN ON ELEVATIONS ARE IN PAIRS(DOUBLE W11), 2. FOR TYPICAL ANCHOR MAX. SPACING SEE DOOR ELEVATIONS ON SHEET'2 OF 14. 3. REFERENCE TEST REPORT FTL - 5858 DATED ON NOV. 4TH, 2008. 3.TYPES OF TYPICAL ANCHOR&FOR ATTACHMENTS INTO CONCRETE/MASONRY/ 1-BY AND c 4. USE PANEL DIMENSIONS IN DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART FOR 2- BY WOOD BUCKS USE 5/16- DIA. ULTIRACON PHUIPS FLAT HEAD ANCHOR BY'ERGO" ALL DOOR CONFIGURATIONS. (Fy- 155 KS, Fu - 177 KSQ. FOR ATTACHMENT INTO METAL STRUCTURE USE 8/16"DIA. SCREWS. & FOR NUMBER OF ANCHORS SEE DESIGN PRESSURES AND ANCHOR DISTRIBUTION MEAL N CHART 4. FOR ANCHOR REQUIRED EMSEDMENT AND MIN. EDGE DISTANCES SEE TYPICAL SECTIONS ON ON SHEET 1 OF 14. SHEETS 12, 13 AND 14 OF 14. 6. FOR INSTALLATION SEE TYPICAL.SECTIONS ON SHEETS 12, 13 AND 14 OF 14. S. CLUSTERS OF 6 ANCHOR AT CENTER OF EACH VERTICAL INTERLOCK STILE AT HEAD AND SILL FOR DOOR MADE OF PANELS UP TO 30"WADE WITH ANY APPROVED CONFIGURATION. 7.WOOD SUCKS BY OTHERS. MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM 6. CLUSTERS OF 8 ANCHOR AT CENTER OF EACH VERTICAL INTERLOCK STILE AT HEAD AND SILL a AND SHALL.BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. FOR DOOR MADE OF PANELS FROM 31'UP TO 48'WIDE WITH ANY APPROVED CONFIGURATION. &ATTACHMENT INTO METAL STRUCTURE MEMWM* FOR ALUMINUM MIN.TH=NESS OF 1/8' 7. SEE BUSTERS DETAILS ON SHEEP 10 OF 14. (8063-T5 MIN.r FOR STEEL 12 GA MIN.(Fly - 36 VM MIN.). SHALL.WITHSTAND ANCHOR SHEAR FORCES AND SHALL R APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR $ INSTALLATION. 9. GROUT UNDER SILL MUST TRANSFER SHEAR LOADS IMPOSED BY GLAZING SYSTEM, 1RODUCTRSVISW DRAWING Nor MUST BE HIGH STRENGTH MIN. 3 KS, NON SHRINK, NON METALLIC (SEE SHEET 14 OF 14). 0Qcm��doph*& SGDQ9 10. DOOR REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS No '03 .f3 PER 2010 F.B.C. OATS t2-17-09 11. NO 33.3X STRESS INCREASE HAS BEEN USED IN DESIGN OF ANCHORS. ^1Z 3cmm 1 2"-1- lan o notCOtAfa FRANNCIISCd.REMANO�,Z FILO, ,,!F% 81 SHEET 1 OF 14 SEE CUM=DETALS Sim CLmm OETA$ SEE CLUSTER DETAILS 18•MAX SHEET 10 OF 14 Ur MAX ON SHEET 10 OF 14 18•MAX oN SKMT 10 OF 14 wSummswWo." a•Max e'MAX F e•MAX 8'MAX Y)La7K 14•MAX 14'MAX 14•MAX NGIElfGC�tl�{OC A B C D E A B Ci C2 1 Ci 1745 W.3W Plan Hotmft F&Wwo 51012 r Ir• ,�,r• Ir• Ir• ,I Ir• ,Ire• Pk(255�SSh9052 o;/ / •/ '4P /// '0/ /l/ /// /%I Fae( BZa-8118 / � // ps // /fir � / o x x o a o x x x G G G DOOR 1RDTH ODOR NADTH ODOR 1MD1Fi F . 070(0(4 PANELS-2 TitA1 M - OX/XD(2PANEIS-2 TRACKS) XX(2PANELS-2 TRAP ) �j yid SEE CLUSTER DETAILS SEE CLUSM DETAILS SEE CLUSTER MAILS W r1 �i Is"MAX QH SKEET 10 OF 14 18'MAX ON SHEET 10 OF 14 18•MAX ON SHEET 10 OF 14 p1 T/j A e•MAX F s•Max F e•MAN F E-4 Tj s•MAX IF fr MAX �14"MAX le MAX f4 MAX 1 C D E C3 D 2 1 1 D B Ci Ir• I,.. II, Ir• I Ir. I,.• I /r. Lill .o L o x o a o Lo- x G G G DOOR NM_ ODOR wm DOOR TADTH .oxo(3 PANELS-2 TRACKS} Xo0(3 PANELS-2 TMOM OOX(3 PANELS-2 TRACKS) APPROVED CONFIGURATIONS " LXwom ft swscompbft am scDos •p No/2^0 v3 DATE 12-17-� _ 'b V- , o not outm� FRANCISCO,HERNANDEZ ��2 OF 14 FLORIDA: PE:j'51393 .lr t .u"�•r r�t swmne Wdows mwodact ft4 Gx. 1746 W.33rd AM FWft xm2 80 cwt3w(308)3%-99U 1 16 no 1 6 6 8 Q 8 � g8 Vr 6 ii 10 ° t7 ® W 9 e g3 g AT BOTTOM AND TOP ML �C 7 7 lg 3 it�SS��j g OXXO(4 PANELS - 2 TBACHS) a i HORIZONTAL SECTIONS F7d=CPBBVISM DR WM No. --m*ftwmftm"im 5GQO9 DATE:12-17—� FRANC{5C0•H DEZ FLQRIOI�' 31�@3 !E3 OF 14 ... .. I :6s mis".., Sul>sfune Windows Eimddochaing�� • 1745 W.33rd Pica '. MV 3Gs —4 ea Fme(358)829-5118 6 8 1 to 3 ® 1 v1 r tRML AF SO rOM AND TOP VQ 13 7 8 g p�Syl OX OR XO(2 PANELS -2 TRACKS) N HORIZONTAL SECTIONS DRWNG MIL SGDO9 A wN.12-0&413 to (S DAm 2_17-aa SCALEI 1 r-l' FRANCISCO, DEZ FLOI8a1}.�p� 393 SHEEP 4 OF 14 MSWMWftmVmdm 9R1 dod*Qr lm. 1745 W.3*d 0. Hl*ck Vim*33M2 Ptu )3t+AM FUM -nt1e 5 P4 8 � 16 19 rn U � S C2 B1 C1 XX (2 PANM . 2 TRACKS) N i HORIZONTAL SECTIONS mwm ft ter%t2-a3t4r3 scans 15 DATE U-47—D9 ; s z^-t• "'+7'(k #J1 4a+ StIEEf 8 DP S4 tt. }rrX IF (..,.r J,ll Y IC�I W�W 16 I I I I I d'O+w` mIIIIA .1114. 1748 W.33rd Plan Hwook.FW40 33012 Pt#(308)38"en &0 imr(305)82B-8118 a sp la 96 � t7 to a sa 11 9 s ® 2 ® y s s AT BOTTOM MO TOP RXL SV is 5 FI o a OXO(3 PANELS - 2 TRACES) z N HORIZONTAL SECTIONS I 7CTBSiYlS� MOM No. SGQO9 Aoa0pla�No (Z" �� DATEf�-17-� W-t- SCALE 1 •1• r FRAM HE�NAN M!m eProdact oro FI.¢p10F 'St393 SHEET 6 OF to �tt(If 455t� u SUnahhine Windows . l�ruLfachQirlg,Inc. • 1745 M.33rd PWN 80 Hkkft Raft Wu(M)364-5554 v��o5�5m-seta 3 AT SOMM AND TOP RAIL. S 1 88 34 no g f 1 ® , B 13 1� W 8 8 AT BOTTOM Al.TOP RAIL q 7 9 C3 B2 E1 XOO(3 PANELS - 2 TRACKS) HORIZONTAL SECTIONS PROD=lWVMED DRAW= No. �`° �`5e scoos AocmpW=NO 12�03n{.13 ' DATE:12-17-05 SCALEi 1 --t- FRMIGSCO`JiDQ SHEET 7 OF 14 FCO IiYC,, E; 6i D ...r g. 1748 NC 3&4!Pka Pt4 HMIck(3W S $9 fee(J88J698-8148 g AT BOMM AND TOP RAIL 9 94 g $ 9 1 py 18 • . }U 98 7 13 7 AT AND TOP RAp.9 Al D1 � C1 OOX(3 PANED - 2 TRACKS) N HORIZONTAL SECTIONS AELL � w,aa S 09 Acoeplenoallo -o31V•►3 DATE,4_,7..09 3-�-1 SCALFJ, Y-,- afraduo xmt FRANCISCOp-�HE DEZ FLOf�IDA ''T 813 @3 SHEET B 14 MM OF MAT101UM I 178!1 PART t} qw. BBSCIBPPIODT NOTBS xi SSW-001 1 FRAME HEAD 8083—T8 ALUM 1 2 SSW—OO2 1 FRAME SILL 8083—T8 ALUM 3 SSW-003 2 FRAME JAMB 8083—T8 ALUM 8,„ m 4 SSW—OD4 B PANEL TOP 4;BOTTOM RAIL S0O5—T8 AWM tyta W. Oka 4 8 SSW-008 2 PANEL LOOK/FIXED SOLE 8005-78 ALUM Phe xFyw4-11 F 8 SSW-008 2 INTERB.00K STILE - INTERIOR 8008-T8 ALUM Fmet�alaas-ante 7 SSW-007 2 W ERI.00K STILE - EXTERIOR 8005-T8 ALUM 8 SSW-008 1 ASTRAGAL STILE 8005-TS ALUM 9 saw-COB i ASTRAGAL I=ADAPTER 8005-1`6 ALUM 10 SSW-010 1 ASTRAGAL INTERNAL REINF.TUBE 6005-TS ALUM 11 SSW-011 1 FIXED PANEL JAMB CLIP 8083-T8 ALUM 12 SSW-012 2 FXD. PANEL BOTTOM RAIL GUIDE RIGID VINYL 18 13 SSW-013 AS REQUIRED GLAZING BEAD - 7/i8' 8083-T8 ALUM t4 SSW-014 NOT USED Q� 15 SSW-018 NOT USED g EXTERIOR EXTERIOR 18 SSW-018 1 SU RISER 8083-T8 ALUM 8 4 17 08150801 1 MORTISE LOCK DELTA INDUSTRIAL.SYSTEMS 18 18 8 18 3411 1 MORTISE LOCK KEEPER DELTA INDUSTRIAL SYSTEMS to PPP444 19 3182 1 =K EXTERIOR HANDLE/PULL. DELTA INDUSTRIAL SYSTEMS Er � U 20 3182 1 LOOK INTERIOR HANDLE/PULL. DELTA INDUSTRIAL.SYSTEMS 4 21 2003 4 TANDEM ROLLER(STAINLESS STEEL) DELTA IFIDUSNRIAI.SYSTEMS 22 AS REQUIRED SILICONE DOW CORNING 889 G t l3 f 3 4. 23 AS REQUIRED INTERLOCK WEATHERSNRIP .229 X.220 FIN SEAL - 1 24 AS REQUIRED TOP/SOL RAIL WEATHERSTRIP .229 X.200 FIN SEAL. 25 AS REQUIRED FRAME JAMB WFATHERSTRIP .229 X.220 FIN SEAL 28 AS REQUIRED ASTRAGAL FILE PAD .582°x 1.800'x 2.000" 27 S.M.S. 12 FRAME ASSEMBLY SCREWS #8 X 1"P.H. PHIWPS lE 8 2 a4 28 S.U.S. 8/PANEL PANEL ASSEMBLY SCREWS #10 X t°P.H.PHILLIPS 29 S.M.S. AS REQUIRED PAD. PANEL CUP SCREWS #10 X 1 12-PJ4. PHILLIPS 30 S.M.S. AS REQUIRED A5TRWL ADAPTER SCREWS #10 X 1°P.H.PHILLIPS 31 ANGLE AS REQUIRED FXD. PANEL RETAINING ANGLE(ALUM) 2 1/2°X 2 1/2-X 1/8- 1 5 8'WEEP NOTCH 1 X 1j4"W[FP HOLE 32 S.M.S. AS REQUIRED FXD. PANEL RETAINING MOLE SCREW AT END OF AT EACH END OF EACH X10 X 1/2°P.H. PH1IlPS SCREEN TRACK CrYPICAL41 PANEL TRACK AND 33 S.M.S. AS REQUIRED FXD. PANEL RETAINING ANGLE SCREW #10 X 1°P.H. PHILLPS PANEL GUIDE(TYPICAL) 34 AS REQUIRED DOUBLE FACE FOAM GAAZING TAPE 1/4-X 118° 35 AS REQUIRED VINYL BULB 3008 MELTPOINT 3 3/4" SELL 18 AS REQUIRED VOM BULB 3025 MELTPOIIT VERTICAL SECTIONS os' Axo t2-o3tKt3 SCALE;1/2'-1* FRANCISCO•HL�W[fZ FL,9!QA, PE" 51393 SHEET 9 OF t4 i I I I s r I III I II I � Dgrg 2 10 BY 1'PH.SNS rf 610�d11CIUtUlO,'SIC. I 1745 W.33rd Ptsw 3 I}B BY 1`PH.Sms 3 S 1Tr i`PH : Paa(30dJ878-3118 4 [ I� zip a sYTe I � PANEL CORNERS ° CONSTRUCTION DETAII. O FRAME UPPER CORNER FRAME BOTTOM CORNER CONSTRUCTION DETAIL CONSTRUCTION DETAIL CENTER LINE CENTER L� 0.09'SENTRYTIAS PLUS INTER LAYER WTEIBAYER 3 DOUBLE ROW$OF 511V ULTRACONS L 4 DOUBLE ROWS OF$/19`ULTRACON a 3/18"H.S.GLASS. I •c� 3/19'H.S. GLASS. 3 1 3 1/2' 3 1/2'3 3 11Y YINYL I GLAZING TAPE _ - _ - SIJOONE EXTERIOR Daa CORNING B99 �I � I CLUSTER DETAIL(6 ANCHORS) CLUSTER DETAIL(8 ANCHORS) FOR DOORS WITH PANELS UP TO 30`WIDE a FOR OOORS WITH PANELS Ft�A1 31`UP 71T 4IT"WIDE USE FOR HEAD AND SIU.AT ASTRAGAL AND/OR INTERLOCK. USE FOR HEAD AND SILL AT ASTRAGAL.AND/OR W ERIMCK. X= ee colyfig ilrewllt Fimtde OPIWINO'Na GLAZING DETAIL anc SGDO9 Na 12 y 3 es DATE:to-n-n9 By ,raQam �"�-!a SCALES i 2`-1` nscb Nn=l�uwaEc A'•RE X13$3 SHEET 10 OF 14 -3.82 t 6842 -1.126- .386 " li7fA7^iar�. -.0T9 � .093 .083 .088 1.1 :e,•r.ra: 1 1. 2 1. 0.728 r 1 141 1,101 118 1,616 1 b080.187x µ .391 384 -i .123 � $UtNll@IIdONB 2. 2 07 260 61. 1. 88 r 12.IKO 2. 88 0.468 .0.124 1745 W.33rd�-257 O O .078 NM'* }St 3MI .438 0 Fe�castalase-stle 200 .082 .1 t.12$- 2500-. 1.0 ay *3.1.62 227 1. 84 1.os 1. 103 .ao }'T 376 .378 .289 f 7 .078 1-•.937 1.332 p O ® 2. 2 250 8 1. 13 •� .12 0.100 . .788 2.496-.F--2. .1 385 384 r.312 t. �F147 i T 2. w +" -F-f3 2.9)9 1. 1.oe t. oa t. to 0 19 9T7 2 2 07 .400 882 O � .saa �.6za .129 q 15 �o 1.300 $ 1x12&---46 488 3. 00 221 1126 1391 .078 N 083 1.307 075 M1.42 3. 84 3' 6 2.31 PRODIACTRBVffi8D DRA1YN10 Ro. 2.500 erma�coae SGD09 A N0 ( u DATE f 2-17-x8 1 �R o ff o sca4L. k3133 �1EET 11 OF 14 1 3/4° MIN. 2 1/4" 8L18°COL�N WITH 1 1/4°MIN. EMBEDMENT Ngl, ETRATWN INTO W000. uvio f MASONRY, 1" MIN. 2 1/4" 8%1&'URTRACM-WON 1 1 2", EDGE DISTANCE FOR AN. SPACING am ELEVATIONS �R.M+11G!AN.NOR SP 9fi� 9VA ON SHEET 2 OF 14. ON' 2 OF 14. ME DISTANCE FOR-tl�I I 0 Yci l}E81�1N PRESSURES FOR OF ANCHORS,REFER ODEMON PRESSURES 7WCHOR N N ON 1 OF 14. AMf ON N SHEET 1 OF 4. • • ° as. 1 �. 1"BY%= 2"BY WD�BUCK BY OTHERS. pill ' MUST BE PROPEI�Y SEALED AND ANCHORED MUST BE PROPEMY SEALED AND Minh m TRANSFER LOADS TO THE STRUCTURE, ANCHORED m TRANMER U"m SHOULD BE APPRbYED BY MIUDINO OFFAL THE RE WAR MUWA-RCM, 1lfOC�lp1TIQF MC SHOULD BE APPROVED ty�tp yyy p BY BUILDING OFMiAL 1Ba1aR FTwtda JJ012 PRIOR m DOOR INSTALLATION. PM(=03111% Fme(J861828—b116 1� y 8/18'SMS,THROUGH METAL FOR MAX ANCHOR SPAM AND NUMBER �} OF ANCHOR REf R m oEffiGN PRESSLIRE.4 ATI'ACHM$NT TO CONCRETE/MASONRY ATTACFIi41ENTT0 WOOD A s H i o�aMMON QWT US&G T"BY WOOD BUCK 8/18'ULTRA�N WITH 1 3/4"MIN.EMBEDMENT . • INTO CONCRETE/MASONRY. 1" MIN. 2 1/4" MEK STRUOTURAL MEMSER BY OTHER& V 11 3/ 2 1/4- FOR MAIL ANCHOR SPACING SEE ELEVATIONS / ON SHEET 2 OF 14, MOE DISTANCE 16M1 LL MSIA IEBS ANCHOR HEM FORCES. EDGE DISTANCE FOR NUM4ER OF ANCHORS REFER TO DEMON PRESSURES SHduw Be APHRDVFD BY BIALD8IG�FT12Al ON sHmr 1 14 PRIOR Yo DOOR S�TALIATION. a rr ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO CONCRETE/MASONRY wuun as DRAWINS Na WTfHOUT WOOD BUCKS c - •� SGDOS ,> Di1TFs 1a-1�—OB TYPICAL SECTIONS AT HEAD ",,DA,,,Pt;' 1.51303 SHEEP 12� t4 ;t;nu S 1.�y MUSE 0 r mum D ANCHORED 2*By wow KIC1c 81'QTHA. QULLDNO TO. TQ:7hE SFDD1A. wi s TO 1 N PRIOR 10 DOCK'NWTAt Mft OD/�8" 1 1/a'MN.EMBEDMENT 0/16•UUWON WITH 1 1/2•MIN. PENETRATION WO WOOD. F(*MA=. — $PAdNO SER,.ELEVATIONS ON SHEET a�14 FOR. �. o'SEE ELEVATIONS oN SHEET 2 OF 14• FOR IiI:H 'REFER TO DESIftN PRtSSUREb Q r Fp0gg NOfI.'. "OF l..�CHQI�S I�F6R TO pE�pp PIPES MID ANOFI01 C18TR�UflON CFUR7 Cpl 9FIEET 1 OF 14. 17�N bird piaa �F ANO ANCI DILTrW6llAON O W ON SH _ 1 OF 14. N it; N Qw �S IAA ATTACfI14J ]T TQ GQNCRI J MASONRY ATTACHMENT TO WOAD {t� USINt"1 ay WOOD$tJCK •*' METAL STRUCTURAL.MEM¢ER Sr OTHERS. SHALL WLTHSTAND ANCHOR IW AR FORCES. • s. MEIIARIM Tmagmo 110". r TO T1� WON. m O W r� 0/16°ULTRACON WITH 1 1/4'MIN.EMSEDMENT + uIf0 /MASONRf 0/16'aMS THI�uoH METAL FOR MAX ANCHOR SPACNO SEE ELEVATIONS ON 9LEET 2 OF 14. \ q FOR NUM9ER OF ANCHORS MEN TO DEMON PRESSURES FOR AX OHO,R4SPANO SEE ELEV oNs N AND ANCHOR DETREWON CHART ON SHEET 1 OF 14. F H Mr OF ANCHORS REFER TO pE90N PREMRES FET I A ANCHOR DISTRILIILTWN CHMR' �y M 1 4'MAIL. M'' ATTACH?AM TO METAL STRUCTURE PRODMREVM DRAWING No. 1 4•Max. ATTACHMENT TO CONCRETE!MASONRY a ex convyw*a° "OA NO •OBeV•13 " TYPICAL SECTIONS AT IAMBS By {� ' ICI y I 'r f: SUtrelaRe �tmudDChmingP.lnc. 1745 W.ffird Place PW IM Pma(355�ae-sits y A in v rddn r� d, M an A a .a o 0 o HWH STWIM GROUT HIGH STRENGTH GROUT p4 MUST BE MIN.3 NBI MUST BE MIN.3 KSI {��l NON qumw NON 2 1/4` 8118•tA.TRACON 617TH t 3 4'MIN.EMBEDMENT INTO CONCRETE. 2 1/4° FOR MAX.ANCHOR 5P SEE ELEVATIONS ON SHEET 2 OF 14. 5118'ULTRACON WITH 1 3/4'WL EMBEDMENT INTO CONCRETE. FOR NUMBER OF ANCHORS RIM TO DE4ION PRESSURES �R ANCHOR SPACM 9EE ELEYATtONS ON SHEET 2 OF 14. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESS M 3 3/4"HIGH SILL AND ANCHOR OISiRIBtJIION CHART ON SHEET 1 OF 14. 5"HIGH SII I, NO ANCHOR OISTIBMTRDN CHART ON MW 1 OF 14. TYPICAL SECTIONS AT SILL 1 h1 oH� DPAM0 Na BuOdh*We YL-43e .l3 SGDO9 � a J DATE;t 2—t 7-00 Waco 0o Coa"o FRA�QPoGYSCO FIt�y,.P�'t 81�9r3 SHEET 14 OF 14 E M'I 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 NOTICE OF ACCEPTANCE (N" www.miamidade. ov/,Oern Eco Window Systems,LLC. 7955 NW 77a'Avenue Medley,FL 33166 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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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-900 ECO-Guard"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"ECO-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision B dated 01/30/12,prepared by Al-Farooq Corporation,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 Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA.#09-0413.08 and consists of this page 1 and evidence pages:E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0223.25 M�aR+Fnnaeca�t�rry Expiration Date June 17,2014 Approval Date: May 03,201'2 Page I . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"ECO-Guard Series-300 Alum."Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision B dated 01/30/12,prepared by Al-Farooq Corporation,signed and sealed by Javad A:hmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per.FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram,of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HET'I-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA#09-0413.08) 4, Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 318"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B, dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underprevious NOA#09 0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No,-HETI-08-2194,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#09-0413.08) Jaime D.Gasco , Product Control ExakahAr NOA No. 12-0223.25 Expiration Date: June 17,2014 Approval Date: May 03,2012. E-1 Eco Window Systems,LLC. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS {CONTINUED} 6. Test__reports on: 1)Air Infiltration Test,per FBC,TAS 20294 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (SubmNed under previous NOA#09-11413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM El 300-04 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 SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their-"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest, dated January 30,2012, signed and sealed by Javad Abmad,P.E. G. OTHER L. Notice of Acceptance No. 09-0413.08,issued to ECO Window Systems. LLC for their "ECO-Guard Series-300 Aluminum Fixed Window-L.M.I.",approved on 06/17/09 and expiring on 06/17/14. Manue Pe Product Control E ami• r NOA No. 12-0 .25 Expiration Date: June 17,2014 Approval Date: May 03,2412 E-2 1.808 2.888 WINDOW WIDTH .082 N .500 789 (SURFACE APPLIED) .81 .875 D.L.OPG. �. OPTIONALa 1A00 2.811 .082 Q FLUSH FRAME ADAPTER C+ F�-2.750 n Qt FRAME HEAD/SILL/JAMB �a 750 0 .813 .803' —j rR3 It I4 '• 'T �W2 F ..050 Q2 .GLAZING BEAD r 1.0701 .375 r II II L•' {{{LLL'�� 7F- in x .DSO II II IYf!_1'' K4 Q ANCHOR COVER „ gM g z$�' I MAX, 12°MAX. rc Z HEAD/SIU. HEAD/SILL g^ CORNERS U V)°w TYPICAL E,.EVATION ECO—GUARD SEBIES-304 ALUMINUM FIXED WINDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.L.Q. DIMS, ' D.L.O. HEIGHT WINDOW HEIGHT — 3.825" o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 8 D.L.O. WIDTH WINDOW WIDTH — 3.628° COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. o o e THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY .c m HURRICANE ZONE (HVHZ). I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ' LOADS TO THE STRUCTURE. 9 . THESE WINDOWS AR%RATED FOR LARGE & SMALL MISSILE IMPACT. "P" V ietaO PRODUCTRBy/8BG y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS \� L -compiyh4wil amp EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT EQUIREO. FLA.PN/7059 2 DuRd>6gCo� if ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 8x ireilonD NOT PART OF THIS APPROVAL. I /cj• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1,11,!1 By / drawing no.SCREWS�THAT and INCLUDING BUT NOT WITH OTHERMIS5IMILAR MATERW.SLSHAL €Ef THE ,•`' W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1j �,�• �`' ��'.@ •��a'' aneet 1 of 5 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF 3/1$°ANN.GLASS 3/16".HEAT STREWD. GLASS WINDOW Atb1S. GLASS TYPE'C' GLASS TYPE'D' WINDOW DIMS. GLASS TYPE'C' GLASS TYPE'D` WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+) IW.(-) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) .090°INTERLAYER .090"INTERIAYER 24' 76.0 80.0 80.0 90.0 . 26-1/2° 75.0 80.0 80.0 90.0 BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' @ 30^ 75.0 80.0 80.0 90.0 37" 28" 79.0 80.0 80.0 -90.0 0 Ig 4f 3/16°ANN.GLASS 3/18°HEAT STREWD. GLASS 36" 75,0 60.0 60.0 90.0 53-1/8' _75.0 80.0 80.0 904 ffi 42' 36" 79.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 SILICONE SILICONE- 48° 75.0, 80.0 80.0 90.0 26-1/2' 79.0 80.0 80,0 90.0 ppp... DOW CORNING 899 ¢¢ DOW CORNING 899 GE SCS 2000 F GE SCS 2000 54" 75.0 B0.0 80.0 90.0 37' 38-3/8° 75.0 80.0 80.0. 90.0 p z 80° 75.0 80.0 80.0 90.0 53-1/8° 79.0 80.0 80.0 90.0 75,0 BOA 80.0 90.0 74° 79.0 80.0 80.0" 00.0 p i 72° 79.0 80.0 80.0 90.0 26•-1/2" 75.0 80.0 80.0 90.0 . U7 O1 II it 9 !I !i 9 24' 75.0 80.0 SO,O 90.0 37" 75.0 80.0 80.0 90.0 ii Ii II II 30" + 75.0 80.0 80.0 90.0 93-1/81 71.3 76.0 E 80.0- 90.0 35" 75.0 80.0 80.0 90.0 74" 71.3 73.1 8010 90.0 14L 42° 4a' 75.0 80,0 80.0 90.0 26-1/2 75.0 810 80.0 90.0 48° r75.0 80.0 80.0 90.0 37°. 63" T6.0 80.0 80.0 90.0 a #8 X 1-t14'SMS #8 X 1-114'SMS 54' 80,0 80.0 90.0 93-1/8' -87.9 72.5 .0 90.0 21 u AT 3-1/2 FROM ENDS AT 3-1/2 FROM ENDS 60° 80.0 80.0 90,0 26-1/2° 75.0 80.0 40.0 90.0 AND 10"O.C.MAX. AND 10'O.C.MAX. 66" B0.0 80.0 98.0 37° 76' 79.0 80.0 - 80.0 90.0 O GLAS9 PE 'C' GLASS TYPE 'D 72' ± 76.6 80,0 90.0 53-1/8^ 67.9 89.9 80.0 90.0 GLAZING OPTIONS 1. 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 (A 36" 75.0 80.0 80.0 90.0 W 42' 60. 75.0 80.0 a0.0 90.0 48°. . 75.0 80.0 1 80.0 90.0 54" 66.8 71.3 1 80.0 904 BO° 60.2 64.2 80.0 90,0 L Q M L O'n W.WIDTH 88' 60.2 64.2 80.0 90.0 pr�1 I•, 1 7a 60.2 04.2 80.0 90.0 } Z w WINDOW W WIDTH_ WIND. OW_WIDTH 79.0 aoo 80.0 90.0 �Z 0- - 30° 75.0 80.0 80.0 90.0 3 *wl O 60.0 80.0 90.0 ' (�0)°72° 75.0 80.0 60.0 90.0 w 45' 75.0 76.6 80.0 90.0 54° 86.8 71.3 80.0 90.0 OR DIMENSIONS CAN BE SHO OABOVE�_ 80° 80.2 84.2 80.0 90.0 VERTICALLY 24' 75.0 80.0 80.0 90.0 WINDOW I I WINDOW 1 1 WINDOW WIDTH 30° 7.0 80.0 80.0 90.0 c R 36° Ba° .795.0 80.0 80.0 9010 M 42' 70.0 70.0 80A 90.0 I I 48° 6816 65.6 Z090.0 94° 84.3 84.3 80.0 90.0 •� 24" 78.0 80.0 80.0 90.0 $ w wID 30° 75.0 80.0 80.0 90.0 36° 96^ 79.0 76.2 ao:o 90.0 NOTE: 42° 6a.s 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE <m WINDOW WIDTH WINDOW W WIDTH WINDOW WIDTH j I I 48' 59.9 59.9 80.8 90.0 BASED ON ASTM E1300-04 ( SEC. GUSTS). Ir _ _�I 24" 75.0 80.0 a0.0 9010 • F' r !i 30" 108" 75.0 80.0 80.0 90.0 .•Eggr'J'A A' i9d).1AD PRODUCT REV1SBD •y 36' 74.5 745 80.0 90.0 pE,p 705@2 a°mPIYW t � B with dw Pla I I 42^ 61.5 61.5 80.0 90.0 l a3a Aax ff"s Code tam No - - I- 24' 75.0 B0.0 80.0 90.0 'r, moon 30" 120' 76.0 80.0 80.0 90,0 'l (I, $ ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE-OR SIMILAR CAN BE 36' 74.5 74.5 80.0 90.0 j i M pl drowing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND DETAINING ALLOWABLE LOADS FROM THOSE SHAPES. I W09-20 TYPICAL ANCHORS WOOD SUCK SEE ELEb.FOR SPACING METAL TYPICAL ANCHORS 2 OOD BUCK ttl tai STRUCTURE SEE ELEV. FOR SPACING OR TII 'd, .'n c •: MIAMI—DADE COUNTY APPROVED WOOD S URE -4 n' a 'a'd a ° MULLION &MULLION ANCHORS SEE SEPARATE NOA 1 0a a9 cy II II - �6Tj a AT it II TYPICAL ANCHORS . TYPICAL ANCHORS SP M W K tzND I ' SEE ELEV. FOR ACING II �I SEE ELEV.FOR.SPACING � 1 j , I! ii WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS; SEE ELEV.FOR SPACING l I! 4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, TAPCON BY 'ITW' (F-120 KSI,Fy.92 KSI) ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ! 1-3/8" MIN. PENETRATION INTO WOOD ! 4 N I p THRU 1 BY BUCKS INTO CONC. OR MASONRY !I ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY C DIRECTLY INTO CONC, OR MASONRY a 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DLA': TEKS OR SELF Dj IL1 NG SCREWS (GRADE 3 CRS) 31:�M �'- ii i INTO METAL STRUCTURES Z$L,. jj !j STEEL : 1/8"THK. MIN. (Fy.= 36 KSI MIN.) 3 z j! !! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) !i I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I U rn o v j• i w !i It A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i! i! INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.`= .090') (NO SHIM SPACE) ji II 6 d TYPICAL EDGE DISTANCE' i! j! INTO CONCRETE AND MASONRY = 2-1/2" MIN, c INTO WOOD STRUCTURE = i" MIN. yY INTO METAL STRUCTURE = 3/4".MIN. ��as j! j! CONCRETE Pc = 3000 PSI MIN. g ji C-90 HOLLOW/FILLED BLOCK I'm = 1500 PSI MIN. 01, iI a SEALANT: 110- ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i \ JOINT SEALER. a° t P 8 @$ nGW 1 V AHMAD N •o AROt)CWC'FR8V4$1� e� ° CANpq u yvhhlhoFb to d< -'� A aE d 70S9a'• �WldtnglC�oBdQ e' 35 CAN 1,: Rccgpteum Nn 2 f \ D P .v <.: ': r.•Ti'1 dt�W10 e i a I TYPICAI ANCHORS , I TYPICAL CHORS g SEE ELEV.FOR SPAC9dG 18Y - WOOD BUCK FOR SPACING '•. ". WO9-2O • `F��' h'�.1� sheet 3of 5 ITEM @ PART READ: DESCRIPTION MATERIAL MANF./SUPPLIER/RBMARES o 1 FY301 2 FRAME HEAD/SILL/JAMB 6083-TB �1 2 FY302 AS RECD. GLA7JNG BEAD- 7/18"GLASS 8063-T6 - ALUM STRAP 8 00 . 3 FY303 AS REOD. .ANCHOR COVER ..8083-TB - � 8 Q 4 E203 AS REQO. GLAZING BEAD BULB NEOPRENE ULTRAFAS / F ti 8 FI.B-BO i GLASS SPACER- 1/8"HIGH SIUCONE FRANK LOWE jp 8 ®10 x 1" -8 FRAME ASSEMBLY SCREWS CRS PH SAPS 18: 7 FY120 - FLUSH FRAME ADAPTER 8083-TB OPTIONAI. -- $'�40 WELDED a b JOINTS MIAMI-DARE COUNTY 1 � : m APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS a SEE SEPARATE MCA TYPICAL ANCHORS g SEE ELEV.FOR SPACING CORNER DETAILS m "$ M t1 Zfi Dt 0z 8 W�P TYPICAL ANCHORS 0 SEE ELEV.FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4"MAX.. r r SFUM iFhT tike 1 1,e MAX SHIMS TYPICAL ANCHORS o p SHIM C SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV • :4FOR SPACING v 3 egg .a cod - - STRUCTURE "p.. Dam ._._._.__._._._._._._._. _._._._.__. ._._._._._.-._._:_..-_-_:_.. ". .._.._.._.._.:_._..___.._.._.._. WOOD K R PRODU&PXVIBBD S ° W000 5TRUCTUR - .1>gr�J�1HAD 1MD. re complying with Oro Flmide . a N1 70591 RuildBtg Code 18Y t 11'•' Acoaptnnon�Io•f�M Jr - $ 2 EXTERIOR r WOOD BUCKS tWXu 4{ 8 1 u W099-20 D.L.OM vnNDOW WIDTH METAL STRUCTURE ro TYPICAL ANCHORS TYPICAL ANCHORS MIAMI-DACE COUNTY APPROVED a SEE ELEV.FOR SPACING SEE 0".FOR SPACING MULLION &MULLION ANCHORS SEE SEPARATE NOA g` AL=ff NJ i - r TYPICAL ANCHORS SEE ELEV.FOR SPACING F T,<°MAX. o z SHIMS ALT.. Z s w8 pm 7. 01 TYPICAL ANCHORS SEE ELEV.FOR SPACING 6 : q 'p B �4 ALT. a ,- � e a GGGSSS ird'T l INSTALLATION DETAILS WITH BUSH FRAME ADAPTER PKOnucrRSVIsep ° F PE IpTWq2 w�aii�C3%8ode ttbUraPtorWa ,/ y Acaeplen6allo. .ay TYPICAL ANCHORS ,�1 Miami Catlil dYOwmg no. SEE ELEV.FOR SPACING �p ' eheat 5 of 5 V ! MIAMI-GQDE 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 NOTICE OF ACCEPTANCE_{NOA) www.mlamldaile 1 era Eco Window.Systems,LLC w 7955 NW 77th Avenue Medley,FL 33166 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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. 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,acid has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard-200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision B dated 01/31/12,prepared by Al- . Farooq Corporation,signed and sealed by Javad Ahmad,P.E.3 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA. is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0312.08 and consists of this page 1 and evidence pages E-1 E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0221.05 i D;CouN�Y Expiration Date: May 27,2014 Approval Date: April 26,2012 l3J�2. Page I T. Y J f 7 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIMED - II A. DRAWINGS 1. Manufacturer's die drawings and sections. ` 2. Drawing-No.W0942,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.Y'sheets 1 through 7 of 7,dated 02/24/09,with revision B dated 01/31/12, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 11 Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance.Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HE-TI-08-2226A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-1312.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. • (Submitted under previous NOA#09-10312.08) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.08) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.08) Ma uel z,P.E. Product Contrdl E Aminer NOA No.12-0221.05 Expiration Date: May 27,2014 Approval Date: April 26,2012 E-1 r. Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNuED) 5. Test reports on: 1)Large l issile Impact Test per FBC,TAS 201-94 2):Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.48) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#©9 0372.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0312.48) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08.223011,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09 0312.08) C.. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation, complying with FBC-2010,dated 01/27/12,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel Per �Product Control Ex in NOA No.12-022 .O5 Expiration Date: May 27,2014 Approval Date. April 26,2012 E-2 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.,fr-0624.02 issued to E.I.DuPont DeNemours.& Co.,.Inc: for their"DuPont S'entryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite*PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated January 30,2012, signed and sealed by Javad Abmad,P.E. 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso,P.E. (Submitted under previous NOA#09-0312.a8) G. OTHER 1. Notice of Acceptance No. 09-0312.08,issued to Eco Window Systems,LLC.for their "Eco-Guard Series-200"Aluminum:Horizontal Rolling Window.—L.M.I.,approved on 05/27/09 and expiring on 05/27/14. Manuel Per - Product Control Exa ine. NOA No.12-62W5 Expiration Date: May 27,2014 Approval Date: April 26,2012 E-3 Ft - 72" WINDOW WIDTH -WINDOW WIDTH 3 1/2"MAX. q° 3 1/2°MAX. ]4°r 10 3/8"MAX- CORNERS ILL HEAD/SILL HFOM SILL A � CORNERS A CORNERS N �g � I 5c I` �. i E i ,I ♦ g �' Qpg�g� a n n ,=��*C-= _=-ITS!•_/-7t=_ °r�� n� n° =-li==/T�== =.rt 1 rt�=_ / °D -� II r II II r II -! It II II II '� FALSE MUNTWS 31 1f4° 32 3/4° FALSE WUNTWS 32 3/4° 32 3/4°. (SURFACE APPLIED) (SURFACE APPLIED) WAY BE USED b.l.OPG. D.L.OPG. MAY BE USED D.L.On. D.L.OPG. w 38 3/8" 36 7/8° VENT WIDTH VENT WIDTH 4 p:[] 5� o I TYPICAL ELEVATIONS Z ti U 6 wg ECO—GUARD SERIES-20 ALUMINUM HORIZONTAL ROLLING WINDQW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. I/8"HEAT STREN'D.GLASS 1/8"HEAT STREN'D. GLASS APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE 090°INTERLAYER ,090"INTERLAYER COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' f$ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8-HAT sTIiENb. GLASS t/a°HEAT StREN'o. GLASS "$ MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SILICONE SILICONE WILL APPLY TO ENTIRE SYSTEM. pp.. DOW CORNING 899 pp.. DOW CORNING 899 y iq n F GE SCS 2000 FL+ GE SCS 2000 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 63 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 22 m 2 4 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ]] I. Y .WOOD BUCKS B1'OTHERS,.MUST BE ANCHORED PROPERLY TO TRANSFER mti � I. SHUTTERS ARE NOT-REQUIRED. r LOADS TO THE STRUCTURE. a -Engh.JAV AHNAD i e ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I 23 !! 23 •CtV(ti PRODUCTRBV1880 I N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FM PE g cA.N.3s30 , 70692 .�ouioplytOgtYiih4lpFltulAs g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 10 10 t 9AcmpfbgeB00t6J'o 12.0m.O5 NOT PART OF THIS APPROVAL F,Ix�Iraltau nd* ft� A LOAD.DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i I By drawing of drawing no: GLASS TYPE 'A' GLASS TYPE MATERIALS wcl.uDwG Btlr NOT uldrrEO TO STEEL(,METAL SCREWS,THAT -- - W09-12 COME INTO CONTACT WITH OTHER DISSIMILAR MAT�RIALS SHALL MELT THE - REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. GLAZING OPTIONS ' sheaf T of 7 e DESIGN LOAD CAPACITY- PSF(XO OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY` PSF (XOX SIZES) � U W/0�REIPlF. WITH RRINF. W 0 REINF WITH REINF W 0 REINF, WITH REINF. a WINDOW DIMS. A. GI.A39 TYPE'A' GLASS TYPE'B' fl1ND0T9 O1M3. A GLA38 TYPE'A' GIA.9S TYPE'B' WINDOW DIMS. A tlLA88.TYPE'A' CLASS TYPE 18' $� WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) BJT.t-) WIDTH HEIGHT EXT:(+) IN7.(-)W.(+) WT.(-) WIDTH HEIGHT EX7.(+) WT.(-J EXT.(+) IM.(-) O g 26-1/2' 4 70.0 80.0 80.0 90.0 74" 28, 9 70.0 80.0 800 90.0 74` 26° 9 70.0 80.0 800 90.0 Q - 37° 26" 4 70.0 80.0 80.0 90.0 108-1/4" (3) 12 70.0 80.0 800 90.0 106-1/,V (3) 12 70.0 80.0 80.0 90.0 - 53-1/8" ts) 6 70.0 .80.0 80.0 90.0 Ili" 12 70.0 80.0 800- 90.0 111° 12 70.0 80.0 90.0 90.0. 74" a 70.0 B0.0 80.0. 90.0 74' 9 70.0 90.0 80.0 90.0 74° 9 70.0 80.0 80.0 90.0 26-1/2° 4 70.0 80.0 80.0 90.0 108-1/4° -3/8" 12 '70.0 80.0 80.0 90.0 106-1/4" 38-3/8' 12 - - 80.0 90,0 a 37" 38-3/8` 4 70.0 80.0 60.0 90.0 111 {3, 12 70.0 80.0 aO.0 90.0 97f` (3) 12 - - 80.0 90.0 r 83-1/6" (3) 8 T0.0 80.0 80.0 90.0 74" - 9 70.0 80.0 80.0 90.0 74" 50-6/8' q 50(4) 2 8 70.0 80.0 80.0 90.0 74" a 7D.D -80.0 80.0 90.0 108-1/4" (4) 12 70.0 00.0 80.0 90.0 (4) 26-1/2° 4 70.0 80.0 80.0 90.0 111° 12 70.0 80.0 80.0 90.0 74° 1 63" .9 70.0 70A 80.0 90.0 0 37" 50-5/8° 4 70.0 80.0 aO.0 90.0 74" - 9 70.0 70.0 80.0 90.0 (5) {y5 53-1/a° (4) 6 70.0 80.0 80.0 90.0 108-1/4" �" 12 70.0 70.0 80.0 82.6 72" 9 70.0 80.0 80.0 .90.0 74' 6 70.0 80.0 80.0 90.0 111" (5) 12 70.0 70.0 80.0 80.4 84' 24" 9 70.0 80.0 80.0 90.0 4 26-1/2° 4 70.0 80.0. 90.0 90.0 72° 9 70.0. B3.0 80.0 90.0 96" (2) 12 70.0 80.0 80.0 90.0 671 S7°. 83" 4 68.9 77.5 80.0 90.0 84" 24" 9 70,0 80.0 80.0 90.0 108° 1 12 70.0 80.0 .80.0 90.0 53-1/8" (5) 6 70.0 70.0 80.0 80.0 9a° (2) 12 70.0 1 60.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 74° 8 70.0 70.0 80.0 90.4 108°• 1 12 70.0 80.0 1 60.0 90.0 64" 36" 9 70.0 80.0 80.0 90.0 V 24" 4 70.0 80.0 80.0 90.0 72'. 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 60.0 90.0 36" 4 70.0 80.0 80.0 90.0 84" 36" 9 70.0 80.0 a0.0 90.0 108° - - 60,0 90,0 - 46° (2) 8 70.0 80.0 80.0 90.0 98" '(3) 12 70.0 60.0 80.0 90.0 72" 4 9 70.0 80.0 80.0 90.0 N 80" 6 70.0 80.0 90.0 90.0 108" 12 70.0 80.0 80.0 90.0 64" 48° 9 70.0 70.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 72" 9 70.0 60.0 a0.0 90.0 98"- (4) 12 70.0 70.0 Sao 90:0 24' 4 70.0 60.0 80.0 90.0 84' 48" 9 70.0 80.0 60.0 90.0 72` 80' ,rMj 36° 4 70.0 80.0 80.0 90.0 96' (4) 12 70.0 80.0 80.0 90.0 (5) 9 70.0 70.0 80.0 90.0 48" �" 8 70.0 SOO 80.0 90.0 108" 12 70,0 80.0 80.0 90.0 � A - NO. OF ANCHORS PER HEAD& SILL - O sa 80` (3) 6 70.0 80.0 80.0 90.0 72" 9 70.0 70.0 80.0 90.0 O - N0. OF ANCHORS PER JAMB Oro 1 72" B 70.0 80.0 80.0 90.0 84" BD° 9 70.0 70.0 60.0 90A rzr� 24" 4 70.0 80.0 80.0 90.0 96° (5) 12 70.0 700 80.0 90.0 S 36" - _ 4 :70.0 80.0 80.0 90.0 108" 72 70.0 70.D 80.0 87.6 N R 48° 6 70.0 80.0 80.0 90.0 0 O)� (4) A- NO.OF ANCHORS PER HEAD &SILL 60' 6 70.0 80.0 80.0 90.0 O = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) W n� 72".: 8 "70.0 80.0 80.0 90.0 24° 4 70.0 80.0 80.0 80.0 4. 38" 4 70.0 .80.0 60.0 90.0 48° �� 8 70.0 70.0 80.0 90.0 (1/3W) 0/3W) (1 13w) e Bo" a 70.0 70.0 90.0 90.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N 72' 8 70,0 70.0 80.0 87.6 R A - NO. OF ANCHORS PER HEAD & SILL Q O - NO. OF ANCHORS PER JAMB 'XOX� ti vz° OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: e a 'XOX' GLASS CAPACITIES ON THIS SHEET ARE 0 o g'? BASED ON ASTM E1300-04 (3 SEC.-GUSTS) ,o<m AND FLORIDA BUILDING COMMISSION n- DECLARATORY STATEMENT DCA05-DEC-219 p7 .' hr JAVAD AHNAD PROTMICTRBVISW a LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS - FIA.PE W2 as aoml>IY�Pi >b>�FlorWd g ' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE CAN. 63e A sc Jy 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL talData w $ FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF t SEE SHEET 4 FOR DETAIL. giant et drawing no. W09-12 ahset of 7 1 ' TYPICAL ANCHORS W000 BUCK .SEE ELEY.FOR SPACING METAL TYPICAL ANCHORS p STRUCTURE SEE ELEV.FOR SPACING I d e a n �..v' ddtAhII—GAGE COUNTY APPROVED O1 4 e MULLION&MULLION ANCHORS Z e 4- 4 SEE SEPARATE NOA No • a a 4 l / to 19 ti5 h SEE ELEV.FORSPACING SEE E TYPICAL ANCHORS ; 1 , SEE ELEV.FOR SPACING �s oL 'i it!.,I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM u j AND TRANSFER THEM TO THE BUILDING STRUCTURE. V WEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Vi W1 = 318" X 2--1/4" WEEPHOLES AT EACH END 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI,Fy=92 KSI) AND 37" O.C. MAX. 4" DIA, ULTRACO BY 'FLCO' (Fu-177 KSI,F 188 KSI !!0•� y SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 'z z�I {r 1-3/8" MIN. PENETRATION INTO WOOD ¢ [� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 3 Q >S�WWWSSS JOINT SEALER. THRU 1 BY BUCKS INTO CONC. OR MASONRY Q W p I 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY z U ! I ! DIRECTLY INTO CONC. OR MASONRY 1 p it v 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �rJ Ii p a. Ia U�°wv B!I14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W m g 0 INTO METAL STRUCTURES !i it d it STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM 1/5" THK. MW. 6063—T5 MIN. 1 it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i, X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) CM : .i I: 141818 4R !I!i INTO MIAMI—DADE COUNTY APPROVED MULLIONS(MIN. THK. = 1/8") (NO SHIM SPACE) 2 �a TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" MIN. O t3 y N 3 INTO WOOD STRUCTURE 1" MIN. c 3 FA a k�lt3 INTO METAL STRUCTURE 3/4" MIN. 0 c (eS OS CONCRETE AT HEAD, SILL OR JAMB$ 1'c a 3000 PSI MIN. 28 I C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm ® 2000 PSI MIN. d Agn JANAD AH• .Q a I 44 d F1A.(P�a70S82' PRODIICTRBVtsuO _ I CAN. 88 C=Plytp9 W'01 ft P1oYWa .p.� 1 - BandfaeCode Q < .< 'a v' o": .1. Accepimae No • a o d\ e S I TYPICAL ANCHORS \ 0 9 I TYPICAL ANCry0R5 O{�jy i FOR ELEV.G iffy " SEE ELEV. py dfowmg no. ne WOOD BUCK FOR SPACING A$ieal Lxa. k W, was- 2 sheet 3'of 7 c T a. 1/4'MAX. . t(.� O 1/4"MAX. SHIMS m4", c� SHIM i�) i O TYYPI ALLE 21 ANCHORS 'v m /..8 �.� 7 5 FOR SPACING TYPICAL ANCHORS 17 Is, v.v SEE ELEV. FOR SPACING r. METAL 17 STRUCTURE SCREEN OPi. 20 2__ i n" .a a a.4 ggggg 17 0DD ¢ 4 STEEL�NFOR I 11 i2 P. WOOD SUCKS {� SEE SHEET 2 FOR CAPACITY WINDOW WIDTH W 5 XO LAYOUT TYPICAL ANCHORS SEE EE.EV.FOR SPACING �V 1/4"MAX. 1/--4�•�biA—X—. VENT WIDTH VENT WIDTH SHIMS ' I D.L.OPO. O.L.OPG. ill uy�� 2 © S 0 7 TYPICAL ANCHORS W - - SEE ELEV. 17 FOR SPACING li7 ` 25 1720 ZO 1- g WOOD - `• O LL WOOD STRUCTUR "'"SCREEN OPT -- - -SCREEN OP. ___--•_- O�p 20^ 27 E—:20 $ a 4 11 92 D.L.OPG. STEEL REINFORCING lay AS RE00. WOOD BUCKS EXTERIOR SEE SHEET 2 FOR CAPACITY ° r WINDOW WIDTH tl9t XOX LAYOUT n MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS- . SEE SEPARATE NOA SEE ELEV.FOR SPACING Enge' L F 6 0 1 v AHMAD PROI)UCTR Soln 'tl FLA.PE�$L71i882 ascomPlYiuewllhtheFtorbta g . _ t C.A.H.3538 Dnitding No ____SCREEN OPT. �q EV ton Deb drawing Ino. WINDOW WIDTH WINDOW WIDTH W09-)2 sheet A• of 7 , I i a, METAL �(1�u STRUCTURE 1� .. TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUMY APPROVED n SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING. MULLION&MULLION ANCHORS SEE SEPARATE NOA z p� ALT. o a Qa TYPICAL ANCHORS SEE ELEV.FOR SPACING 11r HIS� ' _W`° i 7M o 1/4°MAX. SHIMS ALT. ; , a TYPICAL ANCHORS a SEE ELEV.FOR SPACING TYPICAL ANCHORS a . '$ SEE ELEV. FOR SPACING 'a 4 p ALT. �4 a 4 a� t 28 INSTALLATION DETAILS WITH FLASH FRAMk,,ADAPTER ERV.;IAVAD AHMAD !� u CIVIL PRaAUCi'Riav►sgD FHA PEE V0.2 e4 comPlYia$aldlfdoNimtde vw .. •CANT BBildtogCade �, Uiam Pruduul' o drawing no. W09,12 sheet 5 of 7 I { • 2.750- 1.067-{ ITEM PART# QUANTITY DESCRIPTION MATERIAL UANF./8UPPLISR/RSMARIfS 1 FY201 1 FRAME HEAD 8083-T8. ro .800 .718 3/16" 1° 2 FY202 I' FRAME SILL 6063-T8 1 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z 4 FY205 AS READ.. MOV. FRAME JAMB 6083-T6 - r 1.718 1 082 !/ / 5 FYtot AS REGO. FIXED FRAME JAMS 6063-T8 r j a 3.249 ..082 bI 6 FY104 1/VENT FIXED MTG.RAIL 8083-T6 - 12 - if 7 FYf05 1/VENT VENT INTERLOCK 6083-T8 8 FY200 1/VENT JAMB STILE SM-TB - a 4 VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL. 8063-TS .F .813 10 FYt08 AS READ. GLAZING BEAD 6063-T6 - fr�f4i� 2.095 .51911 AS RECD. REINFORCING BAR STEEL - arW al ` 1.280 12 - AS REQD. REINFORCING BAR STEEL - Q a .719 .048 ,803 13 FY204 AS RTEOD. ADD-ON SILL RISER 6063-TS USE AS REDD. V d Oi FRAME HEAD. - 14 FY208 4/VENT - ROLLER HOUSING&GUIDE CELCON - 1.140 2.248 1.047 15. FY202 2/VENT ROLLER BRASS .062 16 FY210 2/VENT ROLLER PN ST.STEEL - 1.140 1.810 1 10 GLAZING BEAD 17 g8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1B #8 X 3° 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS 1.344 19 W23181 AS REDO. FIN SEAL W'STRIPPING - ULTRAFAB V 20 03DUT190 AS REQD. BULB SEAL O-LON SCHLEGEL �I ® JAMB STILE 21 E207 AS-REOD. BULB SEAL SANTOPRENE ULTRAFAB,DUROMETER 65*5 2.063 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 65*5 j 23 fL8-80 AS REQO. GLASS SPACER SIUCONE FRANK LOWE 3.878 ,078 2.501 1' S 24 SL203P 2/VENT. SWEEP LATCH - SULLIVAN&ASSOC. .. +I 25 #8 X 1/8° 2/LATCH LATCH INSr.SCREW ST.STEEL OH SMS Z M I 1.� 26 WA2L 2/WOW. WEEP VALVE - PREFERRED ENO.PRODUCTS a') �G.2 1.340 27 1/VENT B/16°BOX SCREEN OPTIONAL °'S. C3 500 I 28 FY720 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 2 h p i k-1.344 Z^R 2.750 y^I Q MEETING RAIL U o o v FRAME SILL W n w 2.188--1 r L8 1.314 150 1.4[22.340 .312 .082 .052 ° o 1.375 C U3 SILL TRACK O FIXED MTG. RAIL .500 1.187 .780�°- I O ..062 .082 2.750 2.812 2.812 2.750 .. PI; JAVAOrAHMAO 2.688 - CNS:7 PRODUCTRBVISBD .osz FtAc.aMq�s¢Sgo59a ., B>�dWSCode lbaPtaaLde g IL 500 � naxt+tmoe No l-0 /• 5 I .789 Date 874 k- .869-�{II I'd� gy drawing k--1.687 1.888--�1 2.611--�I p,1 prOASat W09^12 ® MOV. FRAME JAMB ® FIXED FRAME JAMB 2a -FLUSH FRAME ADAPTER I Shoat 8of 7. E 77 I T TOP/BOTTOM CORNERS f7 Y n 4. Q 8 i $¢o � 0^0 � r o�o pp WnLLI 1. o 8 Eru�r.JAY ANR,4Ap PRODUCTREVLUD .� •u PE 7U582 comPI=YddtdwRadde N cAf��sn5s '. Ba .a 05¢ g RBKy Date �/� ndiam Produo[ drawing no. FF�B U Oil 4V09-12 sheet 7 of 7 MIAM1•D14DE MIAMI-DADE COUNTY UCO 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 - NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov�oera Eco Window Systems,LLC- .. ~ 7955 NW 77th Avenue H Medley,FL 33166 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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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. E 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 {100 ECO-Guard"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W09-08,titled"ECO-Guard Series-100 Alum. S.H.Wdw. (L.M.I.)",sheets I through 6 of 6,dated 02/12/09,with revision A dated 02/15/12,prepared by Al-Farooq Corporation,sigped 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 Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be 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 job site at the request of the Building Official. This NOA revises NOA#09-0224.07 and consists of this page l and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No:12-0223.24 MbartHOaoE cnl nmr Expiration Date: April 08,2014 Approval Date: May 03,2012 ,,r tip Page 1 A ' Eco Window-Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"ECO-Guard Series-100 Alum. S.H. Wdw. {L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision A dated 02/15/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 146-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166A,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#09 0224.00 2. ' Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166C,dated 12/ 15,2009, signed and sealed by Candido F.Fbnt,P.E. (Submitted under previous NOA#09-0224.©7) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per.FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window;prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E: (Submitted under previous NOA#09-0224 07) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS,201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4 wide x 76=1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170, dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#09-0224.07) Manue Pe E. Product Control ExU_mjder NOA No.12-0223.24 Expiration Date: April 08,2014 Approval Date: May 03,2012 E-1 , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01130/12,prepared by Al-Farooq Corporation,signed and sealed°by Javad. Ahmad P.E. 2. Glazing complies with.ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 09-0224.07,issued to ECO Window Systems.LLC for their "ECO-Guard Series-100 Aluminum Single Hung Window—L.M.I.",approved on 04/08/09 and expiring on 04/08/14. Manuel Pe .E. Product Control x ner NOA No-12- 23.24 Expiration.Date: April 08,2014 Approval Date: May 03,2012 E-2 w ..•h T WINDOW WIDTH WINDOW WIDTH 8 47 3/8° 47 3/8° Y 3 D.L.O.(FIX.LITE) D.L.O. (FIX.LITE) 0 1" ri BREAD. 1 H'AO 6* HEAD 1 HEAD (� CORNERS A p CORNERS A II R li jjii a yl hMi 8np 1 u I I a 3 I It u 1 f 1 a ui- "� 1 I i I I JI II _ gp YK .- II I, II 7 'X¢ R NO ANCHORS AT SILL NO ANCHORS AT SILL QQ FALSE MUNTINS FALSE MUNTINS (SURFACE A PLIED) 47 3/8° (SURFACE APPLIED) 47 Z L2 CIPTIONAL ' ONAL 3/8° $ D.L.O..(VENT) OPTI _ (VENT) !4 SO 4/16° 50 3 VENT /18 .WIDTH VENT WIDTH° z � W h g 0 ECO-GUARD SERIES-10 EQUAL:LITES UNEQUAL LITES t ORIEI.TYPE) ALUMINUM SINGLE HUNG 'WINDOW i npll^AL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS 0 CHARTS SHOWN ON SHEETS 2. 1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o fa COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILT.APPLY.TO ENTIRE SYSTEM. e o O � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE-FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY -0 HURRICANE ZONE (HVHZ). i WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ..,•`.' `�. THESE WI DOWS ARE RATED FOR LARGE MISSILE IMPACT. C�Vqqpp PRODUCTRBVISBD i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CPAI. SHUTTERS ARE NOT REQUIRED. FF us auluPlYiuts�vlthWaFIDT1®e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. PE 82'• �+ p C.A ft1� building Coda ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ��'' Acc¢ptamNNoMa' 2 Rulmilon NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r 'By MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I ,,.;� ada st drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1. • �. W09-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. F� EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS U $ p----� WIDTH � W DEMON LOAD CAPACITY - PSF I I DIES LOAD CAPACITY-PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' I I FLANGE DIMS.. GLASS TYPE 'A' GLASS TYPE 'B' m WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 19-1/8° 75.0 90.0 73.0 90.0 / 19-1/8- 7$.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.4 /% 24/ 73.0 90.0 75.0 . 90.0 m 26-1/2° 75.0 90.0 75.0 90.0 j 26-1/2" 75.0 00,0 75.0 90.0 a1 32• 26° 75.0 90.0 75.0 90.0 32° 50-5/8" 78.0 90.0 75.0 80.0 37 (3) 75.0 90.0 75.0 90.4 37" (4) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 1 90.0 40` 7sA 90.0 75.0 80.0 a 48" 75.0 90.0 1 75.0 1 90.0 419 75.0 90.0 73.0 90.0 ( I` 53-t/8° 75.0 90.0 75.0 90.0 53-1/8° 75.0 90.0 75.0 90.0 g o Q m$ 19-1/8° 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 78.0 90.0 it F 24° 75.0 90.0 75.0 90.0 24° 7510 90.0 75.0 00.0 a0 26-1/2" 75.0 90.0 75.0 90.0 28-1/2" 75.0 90.0 79.0 9010 M;;E 32" 38-3/8° 75.0 90+0 75.0 90.0 32 63" 75.0 94.0 73.0 90.0 g LL Z 37" (3) 79.0 90.0 78.0 90.0 37". (5) 75.0 90.0 78.0 90.0 90° 75.0 8010 75.0 90.0 40" 75.0 90.0 7510 90.0 48 75.0 90.0 75.0 1 90.0 48° - - 75.0 80.0 o EQUAL LITES 3 UNEQUAL LITES ORIEL TYPE 53-1/8" 73.0 90.0 7s.0 - 80.0 53-1/8° - 75.0 90.0 ( ) 19-1/8" 75.0+ 9010 75.0 90.0 19-1/8° 73.0 90.0 75.0 80.0 24" 75.0 90.0 75.0 90.0 24` 75.0 90.0 75.0 90.0 yy�� 26-1/2" 75.0 9010 75.0 90.4 ai 26-1/2° 75.0 90.0 L75.0 90.0 ' 81 32" 30-9/8" 75.0 94.0 75.0 90.0 32° 76" 73.0 00.0 00.0 37" (4) 75.0 90.0 75.0 -90.0 37" (e) - 9D.0 z vt q0" 7510 80.0 75.0 90.0 a 40" -• 90.0 48" 75.0 90.0 75.0 90.0 �) 48° - - 80.0 Z W 53-1/8" 75.0 90.0 75.0 90.0 0 83-1/8" - 90,0 • � 19-1/9° 75.0 90.0 24` 79.0 90.0 75.0 90.0 4 Z h 26-1/2 75.0 9010 75.0 90.0 $ 32" 63" 75.0 90.0 7510 90.0 z Z 37" (5) 75.0 80.0 7510 90.0 O LO " 75.0 90.0 75.0 90.0 U 40 t w 48" 75.0 90.0 75.0 90.0 c 53-1/e° 7s.0 90.0 75.0 To. 75.0 00.0 75.0 90.0 N 24` 73.0 90.0 75.0 940 z 26-1/2" 75.0 90.0 75.0 90.0 1/8"HEAT STREN'D.GLASS 3118"HEAT STREN'D. GLASS / 32° 76" 75.0 solo 75.0 90.0 a c 37° (6) 75.0 90.0 75.0 90.0 40° 7810 solo 73.0 90.0 090"INTERtAYER 1090°INTERLAYER , SUTACITE PVS BY'DUPON7" BUTACTIE PVS BY'OUPONY 48" 75.0 .90.0 75.0 90.0 53-1/8" 7510 90.0 75.0 90.0 : 1/8"HEAT STREN'D.CLASS 3/15"HEAT STREN'D.GLASS NOTE: H k SILICONE W SILICONE GLASS CAPACITIES ON THIS SHEET ARE o i3 Dow eee DOW 899 BASED ON ASTM E1300-04 (3 SEC. GUSTS) >� AND FLORIDA BUILDING COMMISSION < o i6 � t8 it DECLARATORY STATEMENT DCA05-DEC-219 t r m is 1: Ogtyq•. PRODUCfREVI913D N N I 1�Fl f�d,N:•A 70592 09 COMp1y6ig WMh th0 Fb tl@ \ 38 Building Code AccaptenoaNO g I °•° I 21 21 ielfan Data I l• IgY 11,AM- drawing no. S1A°s�.s�'1' r'• 'A' � GLASS TYPE 'B' � !i adaProdu6t 9 GLAZING OPTIONS t t1 \ W09-0$ 1 sheet 2 of $ 1BY TYPICAL ANCHORS r{ WOOD BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS 2 OOD BUCK/ U I STRUCTURE SEE ELEV.FOR SPACING OR MIAMI—OAOE COUNTY APPROVED WOOD URE e 'a 4 a e' MULLION & MULLION ANCHORS . SEE SEPARATE N0A I $ U g�� TYPICAL ANCHORS TYPICAL ANCHORS p,g SEE ELEV. FOR SPACING SEE 0". FOR SPACING: 0 Y i 120 W ' d WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J U u AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 . t2 ,TYPICAL. ANCHORS: SEE M. FOR SPACING (� 14 1/4" DIA, TAPCON BY 'ITw'. (Fu-120 KSI,.Fy-82 KSI) a . o . j INTO 2BY WOOD BUCKS OR WOOD STRUCTURES io s 1-1/2" MIN. PENETRATION INTO WOOD 1 4M 4 t4 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2 a( 1 18 DIRECTLY INTO CONC. OR MASONRY z yT 1-1/2" MIN. EMBED INTO CONC. OR MASONRY ci 0-to . !i la DIA. TEKS OR SELF DRILLING SCREW (GRADE a cRs) LOU g 1 INTO METAL STRUCTURES T• o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-7$ MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) / o INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') (NO SHIM SPACE) s � TYPICAL EDGE DISTANCE 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. C O to i to INTO WOOD STRUCTURE = 1" MIN,2 1 laa INTO METAL STRUCTURE 3/4" MIN. .0 t 2 c CONCRETE PC .. 3000 PSI MiN. MASONRY I'm - 2000 PSI kdW; Q < a a DUCT Fla'IAs & FAA, CNUg. T u de - '� 83age2' A.cce�CNo d d a iTt EA LA '}I•} 'i` '8 L drawing no. ALL JOIN AND FRAME CONNECTIONS SEALED WITH JOINT SEAL ER. I1, sheet 3of 11 ITEM# PART.B READ. DESCRIPTION MATERIAL MANF./BUPPLIRR/RBMARKS 4 �/ W 1 FYIOI 1 FRAME HEAD 6063-T6 - o I 2 FYi 15 1 FRAME SILL 6063-T6 3 FY103 2 FRAME JAMS 6083-T6 - 0 4 FY104 1 FIXED MTG.RAIL 6063-TB - - 5 FY105 1 VENT TOP RAIL 6063-TB - N . 6 FY114 1 VENT BOTTOM RAIL 6063-T6 O 7 FYI 07 2 VENT SIDE RAIL 8083-T6 - M RO�MULLION 8 FYIOS AS ROD. GLAZING BEAD(5/18°LAM.GLASS) 6063-T6 - SEE SEPARATE NOA TYPICAL ELEV.ANCHORS SPACING 8A FY108 AS ROD. GLAZING BEAD(7/16°LAM.GLASS) 6063-T6 h 9 FY118 2/VENT SASH STOP 6083-T5 - p a 1' 12 SL203P 2/VENT SWEEP LATCH AT 12-1/2-FROM ENDS ZAMAK SULLIVAN&ASSOC. 4 Q 12A J6 X 5/8° 2/LATCH LATCH INST.SCREWS ST.STEEL FH SMS - 14 8X1° f� ® AS RE Q 0. FRAM E&VENT ASSEMBLY SC R EWS CRS PH SMS $ _ -- u N 14A QBX 3/8° 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS LL Ll 15 E207 AS REQ D, BOTTOM RAIL SEAL SERIES 101 NEOPRENE ULTRAFAB 16 E263 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB O 18 W2318l AS REOD. FN SEAT.WSTRIPPINQ - ULTRAFAB 18 FYI 17 4/VENT SASH GUIDE CEL.CON M&M PLASTICS V 1SA - 08 X 3/8° 1/GUIDE SASH GUIDE MT.SCREW CRS OH SMS TYPE 8 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY SSI WINDOW WIDTH WINDOW WIDTH 20A #8 X 5/8° 1/BALANCE BALANCE INST.SCREW -- P FH SMS I _ y 21 AS READ. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/18°BOX SCREEN - - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-TB OPTIONAL M ` SEE TYPICAL ELEV.FOR SPACING Z © 1/4°MAX. 0 Z� R 1/4°MA7C. VENT WIDTH SHIMS 1/4.MAX (J Sul SHIM - TYPICAL ANCHORS SHIM IS N 1G SEE ELEV. C� 18 7 20 FOR SPACING .{. o.o TYPICAL ANCHORS SEE ELEV. .. .. .. .. .. .. .. .. .. .. o FOR SPACING METAL ss WOOD R - - SCREEN OPTIONAL-------- WOOD STRUCTUR us N ' 4 C 14 EXTERIOR > WOOD D BucKS 3 a tl O.L.OPG. ¢T� WINDOW WIDTH ,,.`g�.,IPE#74T 054 y�S.with ��ft C f'CMpp a =Dtl I g 3 d rawing no. W09-08 AV - Q METAL STRUCTURE TYPICAL TYPICAL ANCHORS - MIAMI-DARE COUNTY APPROVED 1 SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING MULLION&MULLION ANCHORS m • ° ° ° SEE SEPARATE NOA z 11 zi-LAI 1 7T /'q\} a D M ALT. � t7 TYPICAL ANCHORS IF SEE ELEV. FOR SPACING GG 4 1/4"MAX, SHIMS ALT. Z 20 p d w8 4,• 4 C TYPICAL ANCHORS d ... SEE ELEV.FOR SPACING 'a g c INSTALLATION DFTAT FRAME ADAPTER r.My PROnUCTREVISM �g � CVLY z escoma3TnswiihtlreFMx�de FM K eui,dc, Code s #1caPfco Neu1'. ay � v . o v oduM drawing no. -Q$ d't I�'•�\�' sheet Sot 6 r 2.750 �1.261 O 4.0 Y-' .042 . 1a . Lass 7so Z A13 2.750 •062 i to 2.812--=1 1.140 .FRAME HEAD I � {L U 1.[il'oo �-2.081----°I 2.874 � V]S 062 2.1ae O FRAME JAMB 1.375 11 .394 i��E 0 -LA 1 .045 .803 .050 .803 IX. MEETING RAIL -M 1.047 -�i 1.047 1.340 Q GLAZING BEADS d 1.434 1.250 .062 g '2.083 14 1.067 062 1.140 1.140 .621 1 �1:n M VENT TOP RAIL U7 VENT SIDE RAIL (02,7 2.027 Z / w W n2 1.140 6�i t�•�2>i.71 7 r3 1.928 U VENT BOTTOM RAIL YENT 2.974 s boz 1 l FRAME CORNERS��1.0 2 0 I I I n 9 dnv ate pR03uCTi RBVSD 2.688 o�va�$Gu f ' ascomtltyingwRhtheFtadit 1 N 1 .082. Flfi.`POEg?892 BsIW6t Code s P i. H,3538 8 A.ItmmNo , B .874 �t., + .. 789 �- b r 2.811 l�f of t I drawing no. 2.750 FRAME SILL. 23 FLUSH FRAME ADAPTER W09-08 C� � `ai sheet 6 at 6 j iINK I•IDE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade ov.��luera/ ECO Windows Systems,LLC 7955 NW 77th Ave Miami,FL 33166 SCOPE: a 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 material tested for quality assurance purposes. If this product or material falls 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02113/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: ' 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37'. 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name of 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 j 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. INNSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed byTshaq I.Chanda,P.E. NOA No 12-0402.03 MlA,MM)ADECOUNTY Expiration Date:July 19,2017 Vaal • 411 Approval Date: July 19,2012 ll-zi Page 1 ECO Windows SVstenis,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised.on Jun 28,2012,signed and,seaJed by Javad Ahmad,P.E. a B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1!1 TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. RETI-12-33579 HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, c prepared by Al Famoq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed b Javad P.E. gn y Ahmad, 2. 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. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for their"Butacite®PVB interlayee%expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E- 1 i 42TA° N'D. GLASS 3/18'HEAT STREN'D.GLASS ��IIyV LAYER .090°WTERLAYER a VB BY'DUPONV BUTACITE PVB BY'DUPONT* z T STREMD.CLASS 3/18"HEAT STREN'D.GLASS 6 gW N a ILICONE SILICONE OW CORNING 899 3 IE DOW CORNING 899 IL Qj 3 28 4 •.I 1 `gt,\ /, SETTING BRAT LAM,GLASS ai REDD.FOR WIDTHS EXCEEDING 38'ONLY. 7 1 NOTCH GLAZING BEAD LEG T0. . CLEAR BLOCKS GLASS TYPE 'GL' GLASS TYPE 'G2' x U ' 1/8°TEMP.GLASS N 8/18'AIR SPACE 1/8'HEAT STREN'O.CLASS. J I�Wg.I• .090°INTERLAYER !+/W Ky ' SAFLEX 19G 8Y'SOLUTIA' 7V-1 LJ aG h 1/8'HEAT STREN'D.GLASS SILICONE O Q 1$ DOW CORNING 899 Z ml is 26 ST.STEEL Z METAL SPACER y 4 d• g m 18 8 V�W W rnm sl SERIES 600 I ucoNE l ALUMINUM OUTSWING ENTRANCE DOOR \ / sErnNC BLOCKS AT iNSUL.LAM.CLASS _..-- NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS $ SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2: o SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM$IDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. mod DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION now T RESISTANCE IS REQUIRED. AW O m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •y REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NY Sk•.. HURRICANE ZONE(HVHZ). < 1BY OR 2BY WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY • �� TO TRANSFER LOADS TO THE STRUCTURE.. ANCHORS SHALL BE AS USTE% SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR.STUCCO. SHUTTERS ARE NOT REQUIRED. '.VIIA:.P8�#70392•, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE - - CAM. NOT PART OF THIS APPROVAL. ,• L A.LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ` n droving no. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL MATERIALS SCREWS, THAT S 2.1Z COME INTO CONTACT WITH OTHER DISSIMILAR CODE MATERIALS SHALL MEET THE JJ��!!�� 8 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. I tl';.•• � W1 Z-O$ ahaet 1 of $ 0 39 3/4"MAX. 76"MAX V FRAME WIDTH FRAME WIDTH �� HEAD&SILL ANCHORS AT STILE ENDS 12° (4)AT 3°O.C. 12° 5"MAX HE�A6 5"-MAX. HEAD p HEAD/SILL A SILL CORNERS A CORNERS.. . CORNERS � � ✓- •^. SILL LLY / E / II E \\ 4'1 fill.�I�;( II �,lii ei$ LOCK OPTIONS _ -__= �&E OPTIONS Ii SEE SHEET 7 /St1EET 7\ Q / .4 !I \\A CE3 \ / M \ Vt I L Z ACTIVE I INACTNf 1 I ACTNE SURFACE APPLIED ='•, FALSE RAV,GRILL 2D.L.SOPIG. O.L.SOPIC. 'a Q SURFACE APPLIED FALSE MUNTWS OR 26 15/16° s DECORATIVE GRILL -D.L.OPG. 10 MAY BE USED MAY BE USED NOTE: 37°MA%. . 37"MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL, (X) (XX) 0 8� DOORS LOAD CAPACITY- PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE(XX) NOTE: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME E%T.(+) INr.(_) FRAME LEAF FRAME EXT.(+) WT.(-) AND FLORIDA BUILDING COMMISSION ro wlom wroTH HEIGHT WIDTH WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 Spi 39-3/4° 37° 98" 70.0 75.0 76" 37" 98" 70.0 75.0- yyg GLASS D.L.Q. DIMS. D.GO. HEIGHT(X FRAME HEIGHT - 11.125° WIDTH (XX DOORS) a (FRAME WIDTH - 22.125 /2 O.L.O. WIDTH DOORS) - FRAME MOTH - 12.813" D.L.O. fnFgur.,A A p E •A o6 e2 g n „{ drawing no: SUN.: 8 2-012 W12-08 sheet 2 of i J DESIGN LOAD CAPACITY PSF 148 V ,(g, SIDEUTES WRH SINGLE OR DOUBLE LEAF DOORS FRAME IMOTH SIDELI'fE SIDEUTE (SEE NOTE BELOW) HESTILE ENDS ANCHORS ,y FRAME FRAME AT TOUT WITH . CLUSTER OF {4)AT 3°O.C. z j WIDTH HEIGHT REINFORCING REINFORCING ty" G (4)ANCHORS INCHES INCHES EXT.(+) INT.(-) EXF.(+) IM.(-) AT HEAD/SILL 12" �. 24 70.0 78.0 70.0 78.0 8°MAX 3" MAX • 0. 30 70.0 78.0 70.0 79.0 HEAD/SILL CORNERS F A - SILL 38 82 .70.0 78.0 70.0 78.0 - ~� `1� et 37 70.0 78.0 70.0 78.0 42 81.7 80.1 61.7 66.1 I I 8 h 24 70.0 78.0 70.0 78.0 30 70.0 78.0 70.0 78.0 38 68 70.0. 78.0 -70.0 78.0 37 70.0 75.0 - 70.0 >8.0 42 X81.7 68.1 81.7 86.1 24 70.0 75.0 70.0 75.0 30 92 8a.8 69.8 70.0 78.0 H 36 64.1 64.1 70.0 78.0 37 63.3 63.3 70.0 79.0 63.3 3. 70.0 78.0 .p 24 T m m ,II II i I i J 98 87.8 87b 70.0 78.0 -I -i 36 83.1 83.1 70.0 78.0 aR. ---it----° \°---n----- I / 37 82.4 82.4 70.0 1 78.0 REINFORCING It \❑ ' AS REQD. �z _c_ -=== n i K PTION a SEE CHART \ I I L /0 /1 ff�33^ m it ii \ j i SHEET Nn INACTIVE i i ACTIVE $ Z ;; - ` w o.d.� SURFACE APPLIED 7 SIDEUTE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 1S/16" 26 18/18° DECORATIVE GRILL D.L.CPG. O.L OPG. D.L.OPG. Ia MAY BE USED 37" NOTE: • S67EUTE MAX.F E WIDTH 76"MAX. LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH _6 FOR SIDEUTE CAPACITIES SEE CHART ABOVE. o a LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. t OXXO wisp' GLASS b.LO. DIMS, .4 b.LO. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000° H RUM D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438° 0 a N 4 Engr 4AVAO.ANNAD � p. a� NOTEt 1 , y� GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E13DO--04 (3 SEC. GUSTS) drgwing no. AND FLORIDA BUILDING COMMISSION IaIL�N'.igpv W 2^08 DECLARATORY STATEMENT DCAOS--DEC-219 sh�.t 3 d 9 1 * 9/18"MIN. TYPICAL ANCHORS EDGE DIST 18Y 20Y WOOD BUCK 4 TU.16 BOLT EDQE DIST. SEE ELEVATIONS WOOD BUCK T11 PENETRATION FOR SPACING WOOD STRUCTURE METAL ro 'a;, ,eq. SEE NOTE SHEET 1 STRUCTURE a °' EDGE D EDGE D15T. x ' F a l >t 5 TYPICAL ANCHORS YPI AL ANCHORS TYPICAL SEE SE A SEE EL ANCHORS ¢a 7 i FOR SPACING FOR SPACING FOR SPACING i ? ij MIAMI-DARE COUNTY APPROYE'I IL I j SEE SEPARATE N A i I $ N a V I GLAZING OPTIONS SEE SHEET i TYPICAL ANCHORS r. r FOR.SPACINGS o^D It g 0 J, 0 0 oM WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS p o W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 W TYPICAL ANCHORS: SEE ELEY.FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD $ THRU 1BY BUCKS INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ONIe O 7n 7 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �y1_, 1 f 414 SM5 OR SELF DRILLING SCR (GRADE 2 CRS) 1°- ® ss i i 25 2 INTO MIAMf-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8 3 INTO METAL STRUCTURES 5 I ' t STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ` 25 I i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ... &rgr.JAWED AHMAO • .. � u � . J TYPICAL EDGE DISTANCE FLA'PE,�7ak92 g m ° v INTO CONCRETE AND MASONRY 2-1/2" MIN. DArys g38 i $ ° v <I INTO WOOD STRUCTURE - 1" MIN. ° a TYPICAL ANCHORS INTO METAL STRUCTURE - 3/4" MIN. EDGE DIST. SEE ELEVATONS drawing no. 1/2"MIN. FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN.. � J� g S.2Q1TH BOLT PENETRA ON C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MW. ` a. Wl2`08 sheet 4 of 9 l . . 4,;j 1/4- AX CONCEALED FLUSH BOLTS © 1/4"MAX. �t SHIM l-/ LEVERS AT STLLE FACE SHIM z 1 TYPICAL ANCHORS 3 .V7000 BUCK SEE ELEX FOR SPACING t6 ACTIVE LEAF a 24 a�� LL ail p� h c v pa e,4 SEE TYPICELEAL ANCHORS C 22 a Gl FOR SPACING dJ 23 ILA 25 EXTERIOR < '• �:� 0 to e STRUCTURE LEAF•WIDTH "--� SINGLE DOOR FRAME VBDTH 1 LOGS OPTIONS V SEE SHEET 7 1/4°MAX. W 1/4 MAX, SEE SHEET 7S IM 3�M SFiIFd 3 CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS J+ 0 D an N TYPICAL ANCHORS LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE /OORY WOOD °z SEE ELEV WOOD STRU TORE FOR SPACING 18 INACTIVE LEAF ACTIVE LEAF E N07E EET 1 Z. 1 28 13 28 24 a 4 2s TYPICAL ANCHORS 19 s D.L.O. 11 t0 _ D.L.O. FOR SPACING LEAF VADTH EXTERIOR LEAF WIDTH '0 DOUBLE DOOR FRAME WIDTH °a N MI�IIIIVI gr � � °U 70592'-., 1 n 3 .t W1t -2 08 DOOR DETAILS JJN 2a 12 x sheet 5 of 9 0 __ 1 Y 1 TYPICAL ANCHORS SEE ELEVATIONS .EDGE "T. FOR SPACING N O a .1 2Q III � J .GLAZING OPTIONS AS ;'-SEE t- SEE SHEET 1 O gig SMS O to AS READ. 1/4"MA)X H AT S"FROM ENDS I SEE SHEET 3 77000Y--777�� a0 LL SHIM . AND 11"O.C.MAX. i 9 3 o O o"1 W p 3� fe L Or I II I TYPICAL ANCHORS FOR SPACING 1 23 ss 14 19 29 o a f4 D.L.O. 19 4 EXTERIOR LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH 2 UNIT FRAME WIDTH c E�9r.JAY !" ,n 8 CI FIA 709921' ova o' drawing no. TYPICAL ANCHORS W p yy 18, 2—Q EDGE aST. SEE ELEVATIONS N 2 ai 1201 FOR SPACING SIDELITE DETAILS . sheet 6 of g E ITEM$ PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 F801 - DOOR FRAME HEAD/SRL 8063-TB - �`" 2 E602 - FRAME COVER 6063-TB - a - 3 E603 DOOR FRAME JAMB 6063-76 - O j J 4 580+ - SIDEUTE TOP&BOTTOM FRAME 8083-78 - kA 5828 SIDEUTE 9'BOTTOM FRAME 6063-T6 a, S E603 - SIDELfTE FRAME JAMB 6083-TB - p 8 E606 SIDEUTE SUP ON JAMB 6063-T6 - tJ 7 E607 LEAF TOP&BOTTOM RAIL 6O63-T6 - 7A E625 LEAF 9"BOTTOM RAIL 6063-TB - A 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - V 9 E809 - LEAF HINGE STILE 6063-16 Wj gy 10 E610 - LEAF LOCK STILE 6063-76 - w 11 E611 - LEAF ASTRAGAL STILE 6063-TB - 12 E612 - LEAF AUGNMENT BRACKET 6063-TB 13 E613 - LEAF CLAMP 6063-T8 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 6063-T8 12'LONG 14 E614 - GLAZING BEAD(5/16"LAM.GLASS) 8083-T6 14A E109 - GLAZING BEAD(7/18°LAM.GLASS) 6063-TB 15 E615 - GLA21NO BEAD(INSUL.GLASS) 6063-T6 - I j 16 E616 SNAP COVER 6063-T8 - -JJ1 17 E613 - SOLT SUPPORT 6063-TS NOT SHOWN 18 AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 N 19 FO-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. LOCKS+ 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASVC. W �• OPTION B1: 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - f� ACTIVE LEAF: 23 J12 X 3/4'. - HINGE INSTALLATION FASTENERS - FH SMS O. M p 4 POINT LOCK ASSEMBLY DL01-6007 BY'INTERLOCK USA INC.' 24. - - 3/8`DIA THREADED ROD STEEL - O.- in (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAIS Z 1/2"DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 520618-KH-3020 - BULB W'STRIPPING SANTORRENE EPDdi Q AT HEAD AND SILL Zd THROW BOLTS ATTACHED TO LOCK BY 3/8"CONNECTING RODS 27 E206 - GLAZING READ BULB SANTOPRENE ULTRAFAS 0µ LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. (U 0):E INACTIVE_ LEAF: 29 E622 - FLUSH BOLT CUP NYLON 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 30 OLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2"DIAL THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DL01WB - IWHlTE BOLT SUPPORT BOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 610 X 3/4" 2/ADAPTER FH SELF DRILLING SCREWS -: - THROW BOLTS ATTACHED TO LOCK BY 318`CONNECTING RODS 42-1/2°FROM BOTTOM 34 AT 6'2/UTE SETBNQ BLOCK, 1/4'X 1/2'X 4°LONG EPDM FROM EACH ENO,DUROMETER 6555 LOCK LOCATED AT 42-1 35 - 2/LITE ISEMNO BLOCK, 1/4'X 3/4"X 4"LONG I EPDM JAT 8'FROM EACH END, DUROMETER 55iS OPTION 92, o CONVENTIONAL DOOR LOCKS"WITH HANDLE y DELTA 690 By maxSET LOCATED AT 39-1/4`FROM BOTTOM * SEALANTS: & KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. c CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' .8 0 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD.AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE - a LOCATED AT 10-518"FROM TOP AND BOTTOM - LOOK FASTENED TO STILE WITH(2)(♦8-32 X 1/2°FH MS 3-1/2`X 7-5/8`X.122°THK.EXTRUDED ALUM HINGE PART#FD-107 BY SULLIVAN&ASSOC. INACTIVE LEAF: 3 HINGES PER LEAF - .. Z• CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4`FROM BOTTOM W EW ..AVM a 1/2`X 2'THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4`FROM TOP �Pt��2_ yg NEAR AND SILL CENTER HINGE AT NTH MIDSPAN(38"O.C.MAX.) �,_ $• .g 'MANUALLY OPERATED.LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH X10 X 1°FH SMS OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH (2)#8-32 X1/2'.FH MS (6)SCREWS AT.FRAME JAMB ' drowing no. NOTE:LOCKS MUST BE ENGAGED DURING 1 Wl 2-08 PERIODS OF HURRICANE WARNING. _ afleet 7 of 9 p 4.000 p-1.750-1 Y .078 519 i°-.394 1 .130. -I I .� N .628 � .803 045 .803 .050 .803 .043 qp L625 .078 •�-I �O++ 7s¢ 4.031 1.047 - 1.047 1.172 p" 1 I 4.750 {.�y�I �v 2062--�*I o t4 GLAZING 5/18"GLASS D 14A GLAZING 1' GLASS 15 GLAZING IINSUL.GLASS ° S 1 DOOR FRAME HEAD/SILL b 1.5071 4.000 1:907� M 8 a �G 7 LEAF TOP/BOTTOM RAIL ° 1.s?I 5 I 4.718 y,x�I .-o. .078 3.718 .078 -E 4.781 078 1.750 1.507 Ll T 4.000 &250 "Wo 1 7.531 -.312 N II 0 LEAF HINGE STILE ,082 w 1.507 -�5.344 1.750 4.000 a LEAF w'STRIP ADAPTER Mt6 ..094 1dQA7t`"3 SID£LIT£ TOP & BOTTOM FRAME 0 p n I .081 1.750 2 07 I-1.750 11 .329 V 078 9" BOTTOM RAIL 7.584 p 7A v L1.81 tq LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET -{,750 .281 2 FRAME COVER 5.344 867 .078 .375 1.750 2.081 A25 .125 ,050 1.197 1.507 1.57 1781 0 .078 _ II L to SNAP COVER t1 LEAF ASTRAGAL STILE e•000 �s HINGE LBACK-UP PLATE °N - &281 m 1.500 bj 1.500 -�{1.250 18 s?15 �{ 625 .719 I •719 SIDEUTE MULUON REINFORCING g< 078 I '�p" En§o.dAVAO AIWM1O',•. . d+ °. 4.000 4.000 7 625 4.188 c1Pr,E. 83B'F2 t 5g1 �, 978. 2.097 _ 1.507 M- .078 .. -� drawing...no. 4A 4.000 JUN:. 2012 W12-48 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME 6 SIDEUTE SLIP ON JAMB fsheet 8 of 9 e �` � � I Id �4%U }° . . . . % z � �■ E 182 k � \IL)� « . . � A LFE SLIP m JAMB CORNER ^ / . 2 $&2 ) . . � q ■2 -- � §\ . r » « : )k \. < . /9/\#t R f HIAM as MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTA+IEI.VT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sftd,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMWISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MWW-ml8m1:d8d2. reerar EEStWi'andows,LLC 10 653 NE Quaybriidge Ct, ATiami,FL 331138 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 material tested for quality assurance purposes. If this product or-material fails to perform m 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 de ermined 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 dewribed herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series Aluminum Tube Mullions-L.M.I. APPROVAL DOCUMENT:Drawing No. M04-04,titled"Aluminum Tube Mullions",sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated OM26J04 and last revised on 03/05/12 w/ revision "F", 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 Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change m 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. N 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 No.99-45.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. 66AS03n N OA No.12-030tt 37 Li, Expiration Date: September 16,2014 0A 12- Approval Data May 31,2012 Page 1 t ES Windowa,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submdfled under previous NOA No. 0-0712.01) 2. Drawing No. M04404, titled "Aluminum Tube Mullions", shuts 1 through 8 of 8, prepared by AL.-Farooq Corporations,dated Q4/26/04 and last revised on 03/05/12 w/ revision"F",signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "D--A" fixed window, Grade 10, Level LV 1 per ASTM F 588404, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, F11-3819, dated 06/09/03 and FT1.-3820, dated 06/09/03,all signed and sealed by Joseph Chan,P.E. (Submitted under previous NOA No.0"71201) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, _prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 09-1)825.93) 2. Glazing complies with ASTM E1300---98/04 D. QUALITY ASSURANCE 1. Miami--Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. Jaime D Gasaon,P. Product Control Section Supervisor NOA No.12-0308.37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E-1 ES Windows.-LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBG-2014,dated 02/24/12,signed and sealed by 3avad Ahmad,P.E. 2. Statement letter of conformance and no financial.interest,dated 08/21/09,signed and sealed by Arshad Viqar,P. E. (SubmWed under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for-Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previoous NOA No. 0"712.01) G. OTHERS 1. Notice of Acceptance No. 04-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I." approved aPP� on 11/10/09 and expiring on 09/16/14. Jaime D.Gaston, .E. Product Control Section Supervisor NOA No.12-0308.37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E--2 �V N- - �-- _____ -_ If 1 � 'r- a.:a�i Ir._.._ Itr, p4y, 3.000 3 TYPICAL GLAZWLL u IAaR4G PRODUCT I < w 4.000 +pIJ' TYPICAL I1� WINDOW 3 $.000 u u B' 3.000 4=0 O MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2000 ALLAY- 5-TB AND CAN USED WITH ALL MIAMI-DARE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUM MULLIONS MULLIONS NTAINING TYP��LNG PRODUCTS m a? USIN(S MULLION PROPERTIES ONLY HORIZONTAL OR�RTICAL a SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ISWES r' Z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z REQUIREMENTS OF THE FLORIDA BURMG CODE INCLUDING HIGH VELOCITY HURPoCANE ZONE(HVHZ). CALNEDN THESE MION ,WR ! 9n m APP LICABLE BUILDING DROU REMENTSE W� LOADWATE INFR.TRATION' FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER . LOWS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHORT ON DETAIL.EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALT.0DVEI MO(STUOOQ.TIE ETC.). �6 ANCHORING CONDITIONS THAN THOSE W4OWN IN THESE DETAILS R� B A LOAD DURATION INCREASE 3 USED IN DON OF ANCHORS 94M WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO METAL SCREWS.THAT CANE INTO CONTACT WITH OTHER pi SHALL MEET THE loll RWR£IIENTS OF THE FUG SUNI.OWE SECTION 2005.8.4. INSTRUCTIONS: - USE CHARTS AND CRAPH5 AS FOLLOWS. MLI DETERMINE OESNR4 LOppIp REQWRED PER ASCE 7 q o W r FOR PARTICULAR OPEMNG. STEP 2 MEUM ABOVE LOAD RE U ,u STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT PBx1AUCP1 CML �y APPROVAL. m vIdco>t FIA PE/p 702 STEP 4 OSN84 RATING MORE THAN DESNMt I=SPECIFIED D oe10o • '1�/�/} CAN.'J698 g 94 STEP 1 ABOVE. / b USIND ANCHOR TYPES ON SHEETS S THRU B AND ANCHOR CHARTS drovllMing n0. IMP-5 NO 4 NOW-THANTHE DESIGN ANCHOR IT LOWS SP IN STEP 1 1ABOVE. �V4-04 LIAR 0 6 2042 sheet o $ 1.000 -.126 .323 I°--a.9W -.126 -2.000-- �.290 M t.ocw 1.000 2.000 .128 .128 .tab .33e d�a .128 .126 1� 4400 4400 3.000 -,125 8.000 8.000 .338 .323 B.Ora .126 .126 2$0 f X3 1 X4 aG STD, MULLION STD. MULLR)N CUSTOM MULLION CUSTOM MULLIC}N g� 8083-To SOW,T6 8083-78 8083-TB py 2.000 .128 126 2CO 2. 126 2 X 5 2 X 6 2 X 6 -� STD. MUL�,ION SID, MULLON HEAW MULLION 8083-T6 8083-TB SoS3-T8 d. M .128 - mA XL3' 2.000--1 4.000 Q 3. .128 W 00 4 Ed. Ed.MIN,EDGE DIRT. ® Z $�1 ANCHORS z 51;FOR 51e ow.ANCHORS 2 X 3 2 X 4 ANGLE CLIP STD. MULLION ,STD. MULON 4 Mj 6063-TB 6083-TB 6053-TS 1.690 .188 TYP. .128 2.760 3.280 2400 �! 1.406 h 3.786 4.600 gaoma NOTCH 1 OPTOLAL NOTCH f 1 OPTIONAL W. Y UCTPBVIBIBD � 1/2• -ROA ® Typ an�c �o��•p ©�i.8� 8 Ed.MIN.EDC,E DISC. Ed, Ed +MIN.EDGE OW. C 1%FOR IS DIA.ANCHORS 1/2°FOR 1/4°pIA ANCHORS + drawing no. S/8"FOR Bf18"DO.ANCHORS 6/8°FOR 8/i B"DIA.AN#10� Ed. ►I11A,,,oq, MULLION CLIP MULLION CLIP a� IY0 6003-TB W83-TS MAR 6 2012 I(WaR 20l $ DESOGM LOAD CAPACITY - PV(TUBE MULLIONB) DENGN LOAD CAPACITY- P8F(TUBE MULUON8) DESIGN LOAD CAPACITY - PsF(TUBE W)WONS) � t'R8 1X4 IRS IR4 1 9 I %4 CU89Offi CU8T0ffi CliaTOffi CtIaTOffi C ffi 1 X 4 WINDOW DIMB. WINDOW DO WD4DOW DIME.1 8 5 1 X 4 $X S $X 4 $X 6 E%8 2%6 1. X 8 1 R 4 $%3 E%4 $% 9 E X 8 2%8 1 X 3 1 X 4 2 X 3 2 X 4 2 X 8 2 X 6 2 X 6 WIDTH( SPA 131D. 87 D. STD. sPD. STD. BTD. HEAVY tmDrii(Wj MULL b7�1 BTD. aTD. 87D. M. STD, STD. xEA9Y WTH(w) MULL SAN BTD. BtD. aTD. STD. HEAVY Z 10-1/8° 180.0 150.0 1$0.0 180.0 180. 19010 180.0 19-1/8" 74.6 140.9 11&1 180. 180.0 180.0 180.0 10-1/8' - 37.9 27.3 88,3 96.7 149.1 180.0 26-1/2' 150.0 150-0 180.0 180.0 180.0 f3O.0 190.0 26-1 12` 93.8 101.7 83.1 148,8 130.0 180.0 150,0 26-1/2° - 27.3 39.9 99.8 1055 150.0 30` t30.0 180.0 tso.0 180.0 180,0 t80.o 180A 30' 47.8 B9.8 73.4 131.3 180.0 180.0 180,0 30° - 24.1 3&3 $1.7 03.2 180.0 qq 37° 190.0 190.0 100. 180.0 180.0 190.0 190.0 37' 38.8 72.8 595 10&4 148.9 180.0 150,9 37" - - 21L6 80.0 78.8 138.6 GI 42° 149.6 190.0 1$0.0 Imo 190.0 1 150.0 1904 42' 33.9 64.2 92.4 918 t31.2 150. 190,0 42' - 28.2 1 44.1 1 08.8 122.3 u Bt 48' 38-3/8° 130.0 190.0 150.0 INN 180.0 180.0 15" 48' 74-1/4• 29.7 88.1 452 82.1 114.8 180A 150,0 48" 120° - - 220 38.5 58.2 107.0 54" 11&3 110.0 180.0 150.0 180.0 190.0 180.0 84' 2&4 49.9 40.8 72.p 102.1 t39.2 1KA 84° - - 34.3 01.8 95.1 t. 60' 104.7 180.0 180.0 180.0 150.0 150.0 150.0 Bo" 23.8 44,9 59.7 68.8 1 91.8 t21.7 190.0 80" - - - 30A 48.6 85.8 06' 9&2 150.0 1489 1 190. 180.0 180.0 1504 66° 21.6 40A 33.4 59.7 83.8 110.6 180.0 BB° - - - 284 42.3 77.8 72' 87.3 140.1 134,8 1804 110.0• 180.0 1904 72° 1 - 37,4 30.6 94.7 78.9 101.4 190.0 72' - - - - 25.7 389 71.3 OB 19-1/8` 180.0 1amA 190.0 150.0 150.0 150.0 150.0 19-1/8` 919 110.1 709 150.0 150.0 150.0 1=0 19-1/8° - 28.8 20.8 41.9 727 1189 150.0 Q0.' 29-1/2° 13&2 150.0 100.0 150.0 180.0 150.0 L80. 26-1/2° 37.2 78.4 51.4 tt8.I 180.0 180.0 180.0 29-1/2' - 20.9 - 30.0 525 014 150.0 30' 120.3 150.0 14" 180.0 190.0 1 180.0 150. 30` 326 70.2 90.7 102.6 143.8 180.0 15MO 30` - - 269 46.3 1 73.7 M4 37' 97.6 180.0 160,0 180.0 150.0 180.0 180.0 37° 26.6 88.0 41.1 $32 118,4 180,0 t50.0 37' 219 37.8 99.7 4099 42• 8&9 i38.0 132.6 190.0 190.0 180.0 190.0 42' 23.4 80.1 362 73.9 1028 1359 180.0 42° - - - 33.1 818 B&7 48" 30-8/0° 78.2 120,8 118.0 180.0 150.0 150.0 160.0 48° 84° 209 434 31.7 844 M.7 118.8 15U 48' 132' - - 294 "A 84.8 54° 66.8 107.3 103.1 180.0 150.0 180.0 190.0 84° 38,0 282 87. 79,7 108.6 180.0 84' - - 25.7 40.9 7&2 �' 80,2 9&0 929 141.2 180. 180.0 180.0 p° - 38.1 253 914 719 9&1 15MO 80° - - 232 9&8 87.7 Z 88' 84.7 $79 84.4 128.4 180,0 -18D.0 is" 68` - 91,0 23.0 46.6 88.2 86.4 In.0 88" - - - 21.1 93.5 81.$ 0 72' 80.1 80.8 77.3 117.7 180.0 180.0 180.0 72° - 20.2 21.1 42.'!� 589 79.2 149.6 7Y - - - 30.7 86.4 3 ql� 18-1/8° 1439 160.0 180.0 1 180.0 180.0 180.4 1800. 10-1/8° 34.8 _74.0 83.3 ICW41 180.0 1504 1 180. 19-1/8' - _21.9 320 884 S9.0 150.0 N ,� 26-1/2' 1039 180.0 150.0 180. 180. 180.0 IMO 26-1/2" 24.9 $3.4 3&4 7&0 124.4 150.0 150A 28-1/2' - - 23.1 40.4 04.3 11&0 4 90' 91.7 147.2 141.4 150.0 180.0 160.0 180.0 30' 220 47.2 34.0 66.9 109.9 14&8 130.0 30° - - 20.4 3&7 509 104.3 m ,51 57` 74.3 119.3 114.7 150.0 180,0 180.0 180.0 37' - 38.2 27.8 85.9 08.1 11&0 180.0 37' - 289 4&0 54.8 a g 42` 88.8 10&1 101.0 150.0 150.0 150.0 180.0 42° 33.7 243 49.2 78,8 104.0 180.6 42° - - - 25.5 40.5 74.8 n 49° 58" 57.3 02. $$.4 134.5 180.0 150.0 tFo._0 40' 98° - 295 21.2 43.1 08.7 91.0 180.0 48° 144' - 22.3 389 66.2 $4' 80.9 81.8 78.6 1195 180,0 150.0 1 W.0 84` 28.2 363 61.0 SU 148A 84° - - - 315 8710 80' 485 79.8 70.7 107.6 180.0 180.0 180.0 so' - 23.9 34:4 94.9 729 133.7 BO° - - - 2 1L4 82.1 j Q 68° 41.7 609 943 $7.8 1389 150.0 180.0 86° 21A - 31.3 49.9 682 121.0 88° - - - - 28.6 47.4 Q 72° 38.2 81.3 88.9 89.8 128.4 190.p 180.0 72" - - - 28.7 459 60.7 1175 72` 23.8 43.4 ^` 19-1/e° 1219 1804 100.0 10MO 180.0 050.0 150.0 19-1 W 24.2 81.9 37.4 7M9 132.7 180.0 150.0 - - - 28-1/2° 88.0 141.2 13&7 150.0 1804 1 150.0 190. 28-t/2' 975 274 54b �6 190.2 1$OA TO K 1 m 'MUWON iN80E RMANO"SHAPE 30" 77.7 1249 119.8 150.0 150.0 180.0 150.0 30' - 33.1 23A 4&4 SCS ii&O 1$0,0 - 37` 83.0 101.2 97.2 147.9 180.0 180.0 180. 37' - 289 302 6B.8 933 180.0 42' 55.5 8&1 8&6 130.3 180.0 190.0 150.0 42' - 23.7 - 34.0 8D.4 $2.2 150A /46" 83° 4&8 78. T4.9 114.0 180.0 1�.0 190.0 48° tl9° - 20.7 - �2 829 714 1921 84' 43,2 60.3 80.6 104.3 1419 150.0 t80. 54° - - 289 47.0 639 117.4 38.8 62.4 99.9 01,2 127.8 18&0 150. 60" - - 24.2 423 875 105.7 GLAZING L$A2EXi 3&3 88.7 645 82.9 118.0 tau lama 60" - - 22.0 38.8 82.3 98.1 PROfW6T 72° 324 824 49.9 78.0 f083 1409 I50A 72' - - - 20.2 38.3 479 88.1 IL ALL LOADS ARE ExT.(t)jINT.{-), WI 1, W2 1, MULLION sPAN o W MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. INTERPOLATION BETWEEN V410THS ALLOWED)) M ULLIO ARRANGEMENTS Eh �Tc . tttw11C7' lb. , WIDTH (W} a WI +W2 SCAN 72 ANCHORS TYPE D AND E APPLICABLE TO 2 I 4", 5" AND 6" TUBE MULLIONS. _ i ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO drowing no. ALL TUBE MULLIONS. MULLJONS 0 2612 M04 of ehe9t 3 01 DEMON LOAD CAPACITY - PM? DEIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACM -PSM 4U WINDOW DIMS. .ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS, ANCHORS TYPE WIDTH(1n MULL SPAN A H I C D E W61H(W)MULL SPAN A g C D E WIM(W)MULL SPAN A D C D E 10-1/e' 180.0 180.0 18010 150.0 180.0 f9-t/8' 118.0 180.0 180.0 180.0 150.0 IS-1/8' 71.8 133.0_ 93.4 MILL 180.0 0 � 26-1/2' 180.0 150.0 1804 150.0 150.0 28-1/2' 83.7 150.0 106.9 150.0 15010 26-1/2' Sts 9&0 87.4 134.8 150.0 r 30° 14311 180.0 150.0 t3010 180.0 30° 74.0 137.1 96.2 180.0 180.0 30" 45.8 84.8 89.8 11910 145.8 37" 115.0 150.0 180.0 180.0 180.0 37° 60.0 t 1 t.1 7&0 180.0 150.0 37' 37.1 084 48A 96.8 120.6 42' 102.2 15010 1328 150.0 190.0 42' SU 97A 08.7 137.4 150.0 42' 32.7 80.8 42.5 85.0 108.3 48" 38-3/8" 89.4 150.0 116.3 180.0 130.0 48° 74-1/4' 46.2 85.7 0011 120.2. 150.0 48' 120° 2 8.6 53.0 372 74.4 93.0 84' 79.8 147.3 103.4 MCA 150.0 84' 41.1 70.1 53.4 IOU 133.8 54' 28.4 47.4 1 33.1 88.1 1 82.7 80' 71.6 132.8 93.1 180.0 150.0 80° 37.0 BOA 48.1 86.2 120.2 80° 22.9 42.4 29.8 89.5 74.4 (i+bSQ�S t'1 06' 85.0 1204 84.8 180.0 180.0 or 33.6 62.3 43.7 87.4 109.3 88° 20.8 30.6 27.1 54.1 67.8 W� - 72' 89.8 110.5 77.6 150.0 180.0 7Y 30.8 87.1 40.1 50.2 100.2 72' - 38,3 24.8 49.8 624 1<. 19-118° 15010 180.0 116.0 160.0 190.0 19-1/8° 102.8 150,0 133.4 160.0 150.0 19-1/8° 8 5.3 120.9 84.9 18010 150.0 W 28-112' 122.8 1504 160.0 180.0 150.0 28-1/2° 74.0 137.1 96.3 150.0 150.0 28-1/2° 47.1 87.3 61.3 122.8 150.0 30' 1011.5 180.0 141.1 180.0 INN 30' 6&4 121.1 054 180.0 1510 30" 41.6 77.1 64.1 10&2 138.3 3Y 87.9 150.0 114.4 180,0 130,0 37° 83.0 98.2 66,9 137.8 150.0 37' 33.7 82.8 434 07.7 108.7 42' 77.5 143,6 loom 180.0 tko 42' 4&7 80.8 60.7 1215 150.0 42° 29.7 55.1 38.8 1 77.3 96.6 48' SO-5/8" 87.8 125.9 88.2 180.0 190.0 48" Be 40.9 78.7 53.1 108.3 132.9 48' 132° 28.0 4&2 33.8 1 67.0 84.6 54' 60.3 11117 7&4 1504 160.0 54° 38.3 67.3 472 945 118.1 84' 23.1 42.8 30.1 60.1 78.2 80' 84.2 10015 70.8 141.1 150.0 80° 32.7 00.8 425 0&0 t08.3 60' 20.8 38.8 27.1 5411 67.6 66" 49.3 91.4 84.1 126.5 150.0 68' 29.7 88.1 38.6 77.3 98.8 86° - N137.3 24.6 49.2 81.5 G 72° 402 63.8 88.0 117.8 147.0 72° 272 8015 38.4 70.9 88.6 72° - 22.8 48.1 6&4 d. 19-1/8° 14&5 160.0 180.0 180.0 180.0 19-1/8" 88.7 160.0 11&7 1504 1�.0 19-1/8" 69.8 77.8 150.0 15010 3 26-1/2° 107.2 180.0 139.4 150.0 160.0 26-1/2° 64.8 120.0 842 160.0 150.0 26-1/2' 43.2 562 112.3 140.4 `2 ��c 30' 0417 180.0 123.1 150.0 180,0 30" 57.2 106,0 74.4 146.8 1804 30' 38.1 4&8 99.2 124.0 1 37' 7&8 142.3 99.8 150.0 180.0 37' 4&4 059 80.3 120.8 15D.0 37° 30.9 40.2 SDA 100.5 m 42' 87.8 125.8 88.0 1804 150,0 42' 409 75.7 63.1 10&3 1329 42' 27.2 3&4 70.9 06.8 < 48' Be. 89.2 109.7 77.0 150.0 104 48" 96° 35.6 86.5 4615 93.0 116.3 48' 144" 234 44.2 31.0 624 77.5 �. S 54' 52.8 97.5 80.4 136.8 150.0 54' 31.8 80.9 41.3 62,7 103.3 64' 21.2 39.3 27.8 88.1 669 M I z T�Li 60° 47.1 87.7 61.6 123.1 180.0 1 60' 2SA 83.0 37.2 74.4 93.0 60° - 35.3 24.8 49.6 624 Z 66° 430 79.7 88.0 111.9 139,8 88° 2&0 48.2 339 67.6 844 86" - 32.1 22.5 48.1 58.4 72' 39.4 73.1 81.3 102.6 128.3 72" 1 234 44.2 314 62.0 77.6 72° - 29.4 207 41,3 81.7 t 19-1/6° 136.7 150.0 150,0 1604 150.0 19-1/8" 70.8 1 147.8 1 103.7 150.0 t50.0 ri�11TONTAL M{ALON 26-1/2° 9&7 1804 IM 1804 180.0 26-1/2- $7.8• 108.7 749 142.7 150.0 ANCKORS UL ro 9E Bi6Ce19FD TYPE AACA OR E 30° 87.2 180.0 113.4 150.0 130.0 30" 809 94.2 68.1 132A 150.0 TYPE AAC9 OR E 1N9EIE RECTANGULAR SWAPS �+ 37' 70.7 131.0 9119 1804 150.0 37" 41.2 7&4 53,8 1072 134.1 $ 42° 62.3 118,4 81.0 150.0 150.0 42' 3&3 67.3 472 94.5 118.1 `�OL4ZiNfi r 89 48' 63' 84.8 101.0 70.9 141.7 150.0 48" 108' 31A 58.9 41.3 S2.7 103.3 VERTrAL PRODUCT i 34' 48.4 89.7 83.0 126.0 150.0 84° 28.2 52.9 3&7 7315 91.9 MULUOW 00' 43.6 80.8 5617 113,4 141.7 60° 28.4 47.1 33.1 68.1 82.7 xcm 66° 39.8 73.4 818 1031 1282 88° 23.1 42A 30,1 80.1 782 I AL®t slot 72° 36.3 67.3 472 9415 118,1 72° 21.2 39.3 27.6 55,1 869 WAZEVD MAM AA OR E ALL LOADS ARE EXT.(+)/INT.(-). PI100t1Cr PRaDUCT xQm AAC,D OR E ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER W MUWt1N�� j 0 LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU $. TYPICAL MULLION ARRANGEMENTS nyr.aA yy(W��°9�laMo (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) T96e� D0108& WIDTH (W) m Yit z wa CAR, s � ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4°, 5° AND 6° TUBE MULLIONS. drawl no. ANCHORS TYPE 'A',S'B' AND 'C' APPLICABLE TO ANC ORS Z M04-04 04 1 �tid ALL TUBE MULLION . e sheet 401 ` 1/4°DIA.ULITWONS 1/4"010.ULTRACONS 1/4•DIA ULTRACONS 1/4'DIA.ULTRACONS �� Ed. 2 PER CUP(i ON EACH WINO) t PER ANGLE Ed. 2 1/4° a PER CLIP(2 ON EACH WINO) 2 PER ANGLE ° MIN. o ° oa as .° ..a ° • ..°' °' e.� ° •° IIGG � g j l I l \�� 1 1 T jLJI FLOATNG CUP 1 I .IP- WOOD BUOK J 9(tlUti FTt INSIDE MULL 9M8 , ALUM %1 6• WOSOE MULL �; 2 XM2 X 1 8------- ------------ .j j.f X14 SMS I 1 I i 1-3/4°O.C1 324°O.C.MW. j j 11 I 1 2 PFR ANGLE I I 1 2 PER ANMR 1/4°OUP UCRACONS tja°DIA.ULTRACONS 1/4.OIA ULTRACONS 1/4°OlA ULTRACONS Z Ed. 2 PER CLIP(1 ON EACH WI7O) 1 PER ANGLE a PER CLIP(2 ON EACH WINO) 2 PER ANGLE 7 Ed. 1°MFN. a t , W I I m II �� , I 333------�� WOOD SIM �LJI �CL� i 1 ii.J' FLOATING CUP a OR fr't1 SNUG FIT Ma MULL I I 2 X 2% 1 ° 2 8Y =r-i; SLUG FO INSIDE MULL II I 2%2 x 1 8 TAD �1 1 I AWM ANttLE . WOOD ALUM ANOL�° ----°--- STRUCTURE I I J14 SMS I \ ------------- 1 t, 874 SMS U U t i ; ; 1-3/a°O.C.MIN. i I t I I 1 i-3/4°O.C.MIN. O I t 2 PER ANGLE I I ; i , t 2 PER ANtW.E 1 I ANCHORS TYPE '13 c 4 d 1/4°DIA ULTRACONS BY'ELCO' / P 1 • ULTRACONS MAY BE HEX OR FLAT SUBSTRATE Ed. -MO. EDGE DLST. .EMBEDMENT WOOD - --""-- I BI.Ofxt 2-1/2° t-1/a° ^9"aAYo AHT/ 4 CONCRETE 2-1/2° 1-t 2" F�"_—M70=-, ALTERNATE se3e ANCHOR LOCATION ALL CUPS A140 ANGLES TO Fff SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR dfawing n0, WATER-WHITE METHACRnATE LACQUER. ANCHORS TYPE 'A° MO4—Q4 1/4'CIA ULTRACONS 11A',Dbt.ULTRACGNS 1/4'DW:ULTRACONS 1/4'M ULTRACONS Ed. 2 PER CLIP(1' EACH WING) 1 PER ANGLE Ed A PER CUP(2 ON EACH TYING) 2 PER ANGLe M to ' �,M +.a l ...I°. t I I I $ I I 1 { 8 h 1 I -FLOATING OUP I N U l.J 1 1 SNUG FR INSIDE MULL 1 1 2%2 X 1 8' 1 1 11 2%2 X 1 S' --------- 1 1 1 ALUM ° h 1 1 I I ALUM �t S14 SMS � _____________.�1 . 1 I I I t-3/4'O.C.MIN, t I I I 1 { FLQATM CLIP 1 1 2 PER ANGLE I I I I I SNUG FR INSIDE Muu I i RI // i i 3 1 1 I I 1 1 I 1 1 1 4 PERT MI ` 1 I I Ed. z i ,. 0 m S U 1 ' 1 r� 1 3' N' 1 1 z ��iuggfi� A.•rMIN. LOCATION OF SCREWS CONNECTING 1/4'OU.ULMAOQNS ANGLES TO TUSM 2 PER CUP(1 ON EACH WINO) ANCHORS TYPE '0` ° r APPLICABLE FOR 4", 5" AND 6' TUBE MULLIONS '• 4 �F 9 9 1/4'OU.ULTRAIMNSO� at! D,8 ULTRACONS MAY BE NEX OR FLAT HEAD 00 u a w u. N h 1 SUBSTRATE Ed. a hBN.EDGE OW. AIhl.EMBEOMENt' 4._______--- WOOD 1' 1 1-3/8` 1 I BLOC1f 2-1/2' 1-1/4' ,nqr: CONCKYE 2-1/2° 1-1/2° FltAP i 7�2 ALL CLIPS AND ANGLES TO FR SNUG INTO TU S. '363BE MULLION ' 8. ALTERNATE CLIPS OR ANGLES CONNECTED,DI2ECILY TO MASQW TO BE PROTECTED ANCHOR LOCATION WITH ALXAU-11MW'ANT COMM SUCH AS BITUMINOUS PAINT OR droving 110. WATER-WHITE MET PLATE LACQUER. AN �o s TYPE 'c` 001 M04--04 6ne61 of 6/f S"OIA.ULTRACONS 5/10"OIA.UUMCONS Ed. 4 PER CLIP(2 ON EACH WWO) 2 PER ANGLE t<Y MIN.'•t. •. , t rO / I 1 1 I ! Li a I p a r^ !i 1 2 x t e" �t Q s li------------- FLOATING CUP OO I 11I I I SNUG FIT 06310E NULL I f 1 I i i 4 P&4� i I 3 tll d I I I F 1 I 4' z w L— ---1--- -- _J I j f In z LWATION OF SCI W CONNECTING ANGLES TO TUSES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6' TUBE MULLIONS 1 i 1 6/16°DIA. ULTW=a SY-ELCO' ULTRACONS NAY SE ma CR FLAT HEAD ngr, V 1 AHMAD ,A c SUBSTRATE Ed. - MIN.EDGE 01ST. MIN.EMMMMENT q�/, 73J 1 C.M 3838"72 Q CONCRETE 2'1/2' 1-S/4' $ daeoraPlYlwt dtow9h "W& , ALL CLIPS AND ANGLES TO FR ow INTO TUBE MULLIONS. ' CLIPS OR ANfq.E.4 CONNECTED DGIECTLY TO CONCRETE TO SE PROTECTED WIN ALKMJ-RESISTANT CCATdd6S,SUCH AS OMINOUS PAINT OR drowinq no. waTert-wHTE METHACRYLATE LACQUER. M04--04 aua �� MRR sheet 7 of SEE CHART FOR 'Ol ANTPTI�ES TUBE MULLION AN �4 OF NO.WS S ®10/°'"` 1 1 n t/B°THICK ALUM CHANNEL LENGTH TO FIT SNUG ww MUUJON , , TUBE MULLION a Q Q TUBES MAY AS SHOWN rOF CUP NSIXLVION ANCLE CAULK JOINT AM ABLY #�14 FH SMS i t /-I-t/2.O C.} I t ACCESS HOLE FOR Sit 1 -- z S f } THIS SCREW CAN BE ' nHSraulx w mHER I I rio FH BMS. DIRECTION qg�A 1 I s PER CLIP 1 1 W��bb 1•o.t MIN. 1 1 1 1 f z 1-314"X 2°X 1/B°{FOR 28Y 3/4°X 2"X 1/B°FORAM U CUT TO FIT RNUG INSIDE TUBE ANCHORS DETAIL #L1 �g� METAL TO METAL CONNECTIM ®14 SMS SUEIVMTE I Ed. b MIN.EDGE OAT. CL TO C.SPACING ALUkUNUM 6/B` 1/2" kk� �ti Dltl4 FtA.PE/7GS92 -3838 � pRODLICTRBYT8� CA.M. �, A�tptanw>� �2014 drowing no. t lot M04-04 0 s ttheet a of S MIAM MIAMI-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Shy,Room 208 AFFAIRS,(PERA) Miami,Florida 33175-?474. BOARD AND CODE ADMINMRATION DIVLSION T(786)31 5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) idad � a Eco Window Systems,LLC. 7955 NW 77th Avenue Medley,FL 33166 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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner,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"500 ECO-Guard"Outswing Aluminum Casement Window--L.M.L APPROVAL DOCUMENT:Drawing No.W11-05,titled"5-500 Alum.Outs &g Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision B dated 01/31112,prepared by AI-Farooq Corporation,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 Miam%Dade County Product Control Section. MISSILE IMPACT DATING:Large and Small.Missile Impact Resistant. LABELING:Each unit,shalI bear a permanent,label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a r=evision 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 notion 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 9 11-0309.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12'0223.27 Expiration Date: May 19,2016 lie Appem`al Dates May 03,101.2 d� Page 1 Eco Windovr Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE RL4MITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11 45,titled"5-500 Alum.Outswing Casement Wdw. (L.Nur, sheets 1 through 6 of 6,dated 02/23/11 with revision B dated 01/31/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3).Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-W drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140*HETI 10-3141,BETI-10-3142,HETI 10--3143 and HETx 10-3144,dated 12/2930/10,all signed and sealed by Candido F. Font,P.E. (Submitted,under previous NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#II-0309.(16) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-%24.01 issued to E.I.DuPont DeNentours&Co.,Inc. for their"DuPont Butacfte@ PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 11-0309.06,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window-L.M.I." approved on 05/19/11 and expiring on 05/19/16. wWd" Manuel Perez, L?roduct Control Exam NOA No.12-0223X Expiration Date: May 19,2016 Approval Date: May 03,2012 E-1 ` 37' WINDOW WIDTH 33° VENT WIDTH O FALSE MUNTM 29 3/8- 1/8°TEMP.am (SII OPG. �j L 3/B'AIR SPACE A , OL 1/8°HEAT STREN'D.GLASS 1/8°HART STREN'D.GLASS V 080 NTERUIYER 090 WTERLAYER / BUTACITE PVB BY'DUPONT' SUTACITE PYS BY'DUPONT° ii / bbbiii 1/8-HEAT STREN'0.GLASS 1/B-HEAT STREN'D.GLASS pp.. SILICONE SILICONE DOW CORNING 899 DOW cDi:>0ra0 899 w n Is x U � u L NOOTT4191�O�NG AT AD LEG LAM.GLASS B ii TO CLEAR BLOCKS GIASS TYPE 'A' GLASS TYPE 'AA' 6 POINT LOCK GLAZING OPTIONS W 7'KAX LOCK PORT Su CO RNERSpo WDW HEIGHT 10,OF TYPICAL ELEVATION IU B UPTO AT SASH 28- 2 80-8 8° 4 ECO-GUARD SERIES-500 8" 8 ALUMINUM OUTSENG CASEMENT WINDO9t' APPROVAL APPLIES TD SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF D COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SIMN OR SMALLER) - 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING S MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUL.UON APPROVAL WILL APPLY TO ENTIRE SYSTEM, R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HINT VELOCITY o a m HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ., ,4 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED?a LOADS TO THE'STRUCTURE, mOOUCrREVmm ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS n8. CIVIL - }ltyl BlBjIdOI S!FLA.09 1 70502 CAM,MW EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PART OF THIS APPROVAL NOTE: 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS qAPACffIES ON THIS SHEET ARE 269 drawing MATERIALS INCWDNG BUT NOT LIMITED TO STEEL/METAL scRENS,THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) COME INTO CONTACT WITH OTHER DISStMIAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION W19-O5 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8:4. DECLARATORY STATEMENT DCA05-DEC-219 sheet 1 oR ` ItTY SEE ELEV•NC"°RS V U WOOD CK FOR SPACING mm S1Pia ANCHORS BU STRUCTURE SEE ELEV. FOR SPACING r�.."—=-----=------— ..4° . .e <• a a a.d. a IMIA1uS-OADE COUNTY APPROVED 1 . 4 a' a °' 1IMULLION&MULLION ANCHORS II 'j $ ° e' ' SEE SEPARATE NOA �� 0 1 R I 11 tn's 1Al TIPICAL TYPICAL.ANCHORS 5 FO FOR N 1 TYPICAL ANCHORS; SEE aw. FOR sPACWG WOOD BUCKS AND METAL STRUCTURE GLAZING BY ETE WD1V. 1/4' DIA. TAPCON RY ITW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' (Fu.120 KSI,F)r92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 7IK DIA. ULTRACON BY'ELCO' (Fua177 ICR,Fy 1li8 1�1) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8° MIN. PENETRATION INTO WOOD W THRU 1BY BUCKS INTO CONC. OR MASONRYM C 1-1/4' MIN. EMBED INTO CONC. OR MASONRY OR DIRECTLY INTO CONC. OR MASONRYp 1-1/4' MN, EMBED 114TO CONIC. OR MASONRY Q In 014 SMS.OR SM DRILLING SCREWS (GRADE 2 CRS) •Bi INTO METAL STRUCTURES 5� pp STEEL : 1/8' THK. MIN. (Fy m 38 KSI MIN.) a5 U rnd ALUMINUM : 1/8' THK. MIN, (8083-T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 912 SMS OR.,SFLF DRILLING SCR (MRAOE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8") S (NO SHIM SPACE) 1D TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1' MN. 'g 2 INTO METAL STRUCTURE - 3/4' MIN. t7 OCONCRETE AT HEAD, SILL OR JAMBS f e m 73000 PSI MIN. 70 t 18 C-90 HOLLOW/FIUED BLOCK AT JAMBS I'm - 2000 PSI MIN. 's MtODUCTREVISIOID m I I 8 1,, i a 4a° ,e•4 ,FL46 PEE 7D692 vu11611YS gy •i' I 3 9ro CAN. ese Ar3�ptoaoo?4D • 8 :4 Daft ANCHORS v .. t T3tl°ICAL ANCHORS< sm El".„•• .^ FOR SPACING •,,WOOD B� FOR SPACING •�'�� draWi�g �• W11-05 ' sheet or 8 1/4-MAX SHMS 1/4-Max. SFAM SHIM to TYPICAL ANCHORS TYPICAL ANCHORS 29Y WOOD BUC SEE M". v, SEE ELEV. FOR SPACING ---------SCREEN OPT. ��—�••�—� —� a Fiat�AOPxi METAL Hyt 5RtUCTUM 4y. 3C o aJ WO 8 EXTERIOR .s y WOOD RUCK �SEEnNCHau WPM O l t PO. FOR SPACM VENT WIDTH WINDOW WIDTH J 3a x APPR M M�UIttO SEE SEPARATE MDA is TYPICAL. FOR S SEE ELEV..FOR SPAGNO op /7q�'ifJ P --y M W I r---il NNI lip t I _ I I II L-_ MNOOW WIDTH WUAmW WIDTH m, L 4. R JWX AHMAO Pt}OAt=RBVtSW ,a FIA.PE 170 wmftn� g COIN. nn $ i DaA ta IYi�{9 BY drowin no. W11-05 sheet of i3 TYPICAL SEE ELEV.FOR O ALT. T I �IflY - ,, =...._.,C 0 I i T N;w_iAOE COpNTY REPROVED 1 "I"do ktWLLION ANCF SEE SEPARATE NOA ------A----------{ TYPICAL SEE ELEV.FOR n V. z 1:11 4 RY n � 4�df Ole r 8 � ru'Perms Cob yg 3C Z�12 sy drawing na. W11-05 sheet of 6 ' 2.750 MW BART i 6TJANTITY DROCRIPTtON UATIOUNG NAND./WPPLVM/&9MANK9 y 8 I E501 4 FRAME HEAD/SO.L/YM 6083-T9 1S .800 2 E802 4 VENT 608.9-Te 1.330 3 FY708 AS RECD. CWZIPS {LAM.OUSR) SOW-% � I ..082 3A Em AS REQD. GLAZING BEAD(MUM.LAM.OLM) 8083-TB - a Em AS REM. SNUWR-VENT.FULL LENGTH 6083-T8 F 4A 1af09 AS REAM. SNUBBER-FRAME,FULL LENGTH 6063-TS - .078 2.121 5 E508 OPINAL SCREEN FRAME 8083-T8 - f.893 7 010 X 1-1/4' AS READ. FRAME AND VENT ASSEMtgY SCREWS - H WH as 8 E203 AS READ BULB WWHERiTRWM W1MMEIER 60 9AtNTOPR ENE ULTRWAS O: 9 E203 AS REM. G==MO US.DIAMETER 85 SANTOPRENE ULTWIS � h 10 311200.400 �2/-VENN 4 TWt FOAM AT TOP AND WTTOM STEM TRUTH.1NSTALtEO 84TH(2)010 X 5/8'SOB 11 1309422 1 my(pow I=SYBTEM ZAMM TRUTH Q t� FRAME HEAD/SILL/JAMB 12 - 8/VENT KEEPER STEEL 13 - t/VENT ROTO OPERATOR ZAMAWM TRUTH 2.354 14 P&HO-SS 2/T w"m FRAME/YEM CORNER my ST.STEEL - 18 FY120 AS REM. FLUSH FRAME ADAPTER 6063-Te OPTIONAL 1.390 16 - 3 AND 50 SKATE NYLON N&U t'IASTIC9 17 ®10 X I-114' 2/SKATE FH S75 SEAT SORE" 18 08 X s/a' AS REGO, FH sib SpAJBBER SCREWS - IN PAM 2'APART.PAM SPACED AT 7-3/4°O.C. 19 - 2/ME SETTM SLOC16 3/78"X 3/4"X 4'LONG NEOPRENE AT 8'FROM MCH END,D77ROMETER 65 � V a=4. .372 2.813 20 8-8-50 - MASS SPAM 1/V HIGH SILICONE FRA10C LOWE .898 +a .719 .580 SEALANTC ALL JOINTS AND FRAME CONNECTIONS SEALED WITH w fJ312� SCHNEE-MOREHEAD SM5504 SEAM SEALER. N PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ® VENT ,899 .560 . MULCT POINT LOCK SYSTEM #13096.92 BY 'TRUTH'AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL 0 u� FASTENED TO JAMBS WITH (2) #10 X 5/8'SMS. U v •045 LOCK BAR SECURED TO JAMB WITH_LOCK GUIDES W m� t1 FLUSH FRAME ADAPTER 03M$9.00.0001 SPACED A (2) X14' 1- MAX. SMS 1.047 7.780 STAINLESS STEEL KEEPERS #31964.92 AT VENT ® GLAZING BEAD (LAM. GLASS), EACH FASTENED WITH (2) #10 X 8/8- P FH SMS .493 SEE CHART ON SHEET 1 FOR QUANTITIES ,t3o ta5o HI, NGES; �I 4 BAR 5T/ST HINGES /35.12.00.400 BY 'TRUTH' 9 �8 LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS t.172 OPERATOR ^- ®GLAZING BEAD (tAISUL LAM. CLASS) t4 CORNER KEY SINGLE ARM ROTO OPERATOR /52.13.012 BY 'TRUTH' `m LOCATED AT SILL END FASTENED WITH (6) #10 X 1- P PH SMS 1 .249 ,aqg OPERATOR TRACK $30175 AT BOTTOM RAIL '>r''WA . , A FASTENED WITH (2) #10 X 1- P PH SMS , wa p 99R�D� t4itgtf»pfmLis 710 120 .710 .1za taaN �— ---E-¢ ANTI-W SKATES; 1 ` 72D t,agg� VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' KIroW)ng no (2) AT LOCK STILE AT 6-3/4' FROM TOP/BOTTOM RAILS ' W91-05 (1) AT BOTTOM RAIL AT 4- FROM LOCK STILE \ ® SNUBBER - VENT ® SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4' P FH SDS. 5heet,5 of 8 v