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WS-17-4 (2) Permit NO. WS-1-17-4 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Per!" Ill't ark Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit Status:APPROVED k+�®,,,• toR►oA Issue Date:4/17/2017 [77EXpira't'ion: 10/14/2017 i Project Address Parcel Number Applicant 1420 NE 103 Street 1132050310030 MARC AND ANNE LITZENBERG Miami Shores, FL Block: Lot: Owner Information Address Phone Cell 4 MARC AND ANNE LITZENBERG 1420 NE 103 Street MIAMI SHORES FL 33138- 1420 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 144,756.20 EJD CONSTRUCTION CONSTRACTOF (305)433-4843 (305)318-4978 �.......,, .m....... ..w.___..... _._. .., .__.� m_. .... .... ... ... .... .......... Total Sq Feet: 0 Type of Work:WINDOWS&DOORS Available Inspections: No of Openings: 19 Inspection Type: Additional Info:WINDOWS&DOORS Classification:Residential Window Door AttachmentFinal Scanning: 11 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $87.00 DBPR Fee Invoice# WS-1-17-62509 $4.35 01/03/2017 Credit Card $50.00 $598.70 DCA Fee $4.35 Education Surcharge $29.00 04/17/2017 Credit Card $598.70 $0.00 Notary Fee $5.00 Permit Fee $290.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $33.00 Technology Fee $116.00 Total: $648.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that/,_te foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. F I a ize the above-named contractor to do the work stated. v17 April 17, 2017 Authorized ign ture:Owe / Ap licant / Contractor / Agent Date Building DepartWent Copy April 17, 2017 1 1 t Miami Shores Village g JAN 0 3 2017_ t � � Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 111' INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 f 4 BUILDING Permit No. �� —_44 PERMIT APPLICATION Master Permit No.RC3-15-562 Permit Type: Electrical JOB ADDRESS: 1420 NW 103RD ST City: Miami Shores County: Miami Dade zip. 3313847-3205-oat-0030 Folio/Parcel#: 11-3205-031-0030 ` Is the Building Historically Designated: Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):MARC &ANNE LITZENBERG Phone#: Address:1420 NW 103RD ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/I,essee Name: ° Phone#: Email: CONTRACTOR:Company Name: EJD CONSTRUCTION phone#: 305-433-4843 Address: 1700 NE 143RD ST City: NORTH MIAMI State: FL zip: 33181 Qualifier Name: ERIC SCARBOROUGHPhone#: 305-3184978 State Certification or Registration#: Certificate of Competency#: CGC1515901 Contact Phone#: Email Address: ERIC@EJDCONSTRUCTION.COM DESIGNER: Architect/Engineer: Phone#: ZO ,-Value of Work for this Permit:$ --0� �_[ ,?S6a Square/Linear Footage of Work: Type ofWork:`-❑Address ❑Alteration ❑New ORepair/Replace ;s ❑Demolition Description of Work. WINDOWS & DOORS-NOA Q YS 44 r t Submittal Fee$ Permit Fee$ —I CCF$ $ —4 CO/CC$ Scanning Fee$ Radon Fee$ "1 3nf�DBPR$ G) - S Bond$� Notary$ Training/Education Fee$ Gr Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Compatiy'sAddress 1 4I 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 comme ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In a absence of such posted notice, the inspection will not obe approved and a reinspection fee will be charged. Signaturg/ Signature Owner o gent Contractor ' i . The foregoing instrument was Ljaqwledge4 before me this 15 The foregoing i ment wap acknowledged before me this day of 20 by P\(1V C, L1 day of Ki 201_,0,by &l c— S 0b( who is ersonally know me or who has produced who is Oersonal� ly know me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIIT f C: Sign: .&CAM Sign: ~�'�' a • ��* "r'. 16 l Print: — Print: =�• � � MY COMMISSION N FF 242181 My Commissi EXPIRES:October 18,2019 My Commission Expires: 0Z Bonded Thru Notary Pubk Underwriters %e• APPROVED BY ( Plans Examiner Zoning Structural Review ' Clerk 4, (Revised 3/12/2012)(Revised 07/10/O7)(Revised O6/10/2009)(Revised 3/15/09) SNORES Miami Shores Village .� Building Department Room 0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �ZORI'D Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 4 4 - 13 . 11 q00 , sei�eeomt Qua)' 'er/Owner Signature Date Print Name . I��Illlllllllllllillllilllllllilllllllllllllllllllllllllllililillilllllll��f ,. t.. �- , III, - LK r r a �.� # �n�1-11.�N"II=If=II"Il n=n n Il If II='II:71''II"'tl'"'n10°Ri°"x�1A1°�1O1O1L•"=.11'�IIFII°Yll'°n�P�R nE71�i n�ll'dn N�7lNelf"IF`n=n"'A"IINII M- 11 n=ll'1 ?=u'-1--n=n-1l�n u—n—u—u—n—L—n—�i•�_1 p—n=Y=g=n=n=n=n—n=n=n.n-n=u_n—n—x—n—n-n—il—n Iz n—u=n——n=n=n= u=il—il—Il—lf=1f 11=u n n nKn—i a=n—n— g=11=u=1� an=n=1L—.n=n=u=ndo—,Il--{I=u= —1 i;=n=l=n=u WIN �I nifl=I II a 11 n=g�f=1 =11 11=5 11=11PI1=IL-11-11 II II—�1=11-11 IL.11-1I=i1=11 11=f�==1-11 I 11=1=.=1=�1 hI. II=11=N=11-11=Y=11=11 II-'.11-11=71=11=11=11=11_--11=11-11=11 II—II M=11 x'-I I II II=II II. II II Il�lltll x.11 II II II 11 II II. II. 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I =.i-1�L- _L-gal=1-n-d-a=L-n-�1=n--t�-n--.I=6-,.- JI.Liu-'SIG'yli-u-�[a1�L-n�,La1-1�-��d--n?en-.1 11=n-n-.i=n=L-u-ii-11�1�-,�-�I-'C 1"n=1 n n=nzn=lLn=n=n=n—l=n�lsu= n=n=n=n=n�nsu=lr 1a�1=_=3'=nen=n=n=n=u=n=1r—n=n=n=.nen=n=n=n=u=n=n=u=u=u=u=n=n=u=nal�:nZNalar—n n n=n=n=11 �n p•flu=u„il�nnl[��n—�`i1�il=u� c� '1T=u=n=u=u�=n=u=u=u=n=n=u=li�nw�nYnYn�tiu=n=u=x=u=u=a=n�u=u=n=n=11--N=n=1—u—n=u—n— pu=u=u=n=n=u=leu=u=u=u=u=u=n=n=n=n=n=.n=n=n=u==n=n=n=u=n=u=u=u=u=n=u�T=u=n=n=u=n=n=n=u=u=a=u=n=a=n=n=u=u=u—�i1—LTi=u=1F-1�-11"iYu=a=n=u=u=nn=l�n�n=1 n—u=n=n=u-1=_ sruoto � 131003-LITZENBERG RESIDENCE .. _. ... . . . ... Ol A 0 C D fFl G i.•::T: : :•••: L � aD« Iplu:D mrl ••• -0: Dp xo� I az ' � pe •• •• ELEVpfION�F#1Rf I h y K Vr"w"4Q-5 •000 0 • • • pDxx v Ir N°f6a Rte' j 29 271 26' G029.' G027 �k ° G — .. ... .0 y c ➢ ➢. • • : ••• t t 000 ••• G010 07{ 06 06 04: ►p�dxAxdaDo• I ....':.. ...-. -.:- ..�.;.!-_� -'. ..ur•`•.moi.. :.. 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Ok I I mninrcTdl roaADevlLV Aov6[TI��IR�Axv rorwreowan' m_MRAtREVI510N O1.14ri116 :�{e{l I O�EAVED er.00.xrDE RIONN ro,1� � d.q l I 61 600xIMlEIA pEEQ MAmlDI51D1®IL lOD05lO3 DIlID[6Df mraTxlwdD L BmG xF IwNa uom m ,-",I LOS 9RLprtxATISTAx aAu[DDxD MAxTEi oEt mnLxio DE uaaU + O1:I]:1016 6CD"TaAT6TATLOSAI•Nx1xAT6TA5DESHCDMDIxML05DINIIDSDL r. •cwaxlA CpI LDS PLWDS,SENDNE5,F4£V.WWFS,DETALlE5YLi5TA005 DE R+ A4.O1 AGMDOSTIMTEUAIES DE AAWOERUM AxT6 DR CONIE"ZOSIA OlM • • EIEVFT10N6 m 10 � SC.KE:Y1C.1'd fLDDMMT6TA DES RrWAW MMFD1ATIf1DVTEKMpIRFROSdIKp➢6l I XO[OMD•"IDID OflSERVADOO IEOq CDADmI K(dRMTC:lA. I I Page 1 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Front Door AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148014 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 1 2444 1 NEW 244 XX ADJUSTABLE HINGE-3PT-G CUSTOM 72 Even 96 Even 7/16"CLEAR REGULAR GLAZING TRIM CUSTOM R+MtudiO,LLC DESIGNER GRIDS-8 HIGH 3-3/4"MUTTIN CUSTOM DESIGNER GRIDS-8 HIGH 3-3/4"MUTTIN CUSTOM This review is only for general conformance with the design concept of the project and general compliance with the PREP DUMMY HANDLE INACT PANEL information given in the Contract Documents. Correction or ARCADIA SILVER EXTERIOR comments made on the Shop Drawings during this review do ARCADIA SILVER INTERIOR not relieve Contractor from compliance with the requirements ® of the plans and specifications. Approval to a spec item STANDARD THRESHOLD 15/8"-DP+58/-60 MILL shall not include approval of an assembly of which the item is a component. Contractor is responsible for.dimensions to be ® HARDWARE BAG-3pt 100 confirmed and correlated at the job site,information that I' ® LEFT HAND ACTIVE pertains solely to the fabrication process or to the means, methods,techniques,sequences and procedures of ® construction,coordination of the Work of all trades,and for ADJUSTABLE HINGE BLACK preforming all work in a s safe and satisfactory manner. ® NOA M.D.#15-0611.05 X TORINO ACTIVE HANDLE MODER SATIN NI [I APPROVED ❑REJECTED ® I M REVISE AND ® TORINO INACTIVE HANDLE[MODERN] SATIN NI ❑NOTED RESUBMIT AS ❑RESUBMIT ® NOA FBC FL#17860.3 11/02/2016 5:04:30 PM 03 Line Item Total 6,222.45 6,222.4F771I Totals 6.222.45 Deposit 0.00 Windows Manufactured by TM Windows, LLC Grand Total 6,222.45 . . .... ...... ...... . ...... ...... . . ..... .. .. .. .. ...... By:23172 on 7/07/16 at 11:15 r , 4 MMA BADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.eov/economy T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach FL 33069 COPE: 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-249 Aluminum Outswing Doors w/wo Sidelites-L.M.T. APPROVAL DOCUMENT:Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 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 Missile Impact Resistant Limitation: 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) , 2. See sheet b for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 ft'tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and BI are limited up to 30'above grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beeri ne • 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 raltision or change►n the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an enderset►tent of ani :0000: product,for sales,advertising or any other purposes shall automatically terminate this N040 ftflure to camkly with•�• any section of this NOA shall be cause for termination and removal of NOA. • • 0000.. . • 000.0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FjeridA*, and*f owkd by ..•;• the expiration date may be displayed in advertising literature. If any portion of the NOA is d#epiayed,'then it shall be done in its entirety. . • 000.•.0• "000' Abu :0000: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufact►►ire dor i dist•' tor$and . shall be available for inspection at the job site at the request of the Building Official = '.: This NOA revises&renews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MIAMIE COUNTY NOA No.15-0611.05 �Fnjgalrjlli Expiration Date: April 21,2021 1 Approval Date: October 08,2015 Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No. W11-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)", sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0208.14/#11-0218.05) 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,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010, witnessed by Jorge A. Causo,P.E. and signed and sealed by reviewing engineer Marlin D. Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (51h Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02;04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours& Co.,Inc. for the"Sentry Glass®(Clear and White) Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",'gVjrjng on 05/21/16. see *000:0• F. STATEMENTS • 1. Statement letter of conformance to FBC 2014(51h Edition)and lettff'.Q uo financial • interest,prepared by Al Farooq Corporation,dated 04/24/15, signed,itmdseale44byfavad • Ahmad,P.E. •••• •••• ••:••• ...... . . ..... 2. Lab compliance as part of the above referenced test report. • .. .. .. .. ...... G. OTHER • 1. This NOA revises& renews NOA# 12-0208.14,expiring on April 21,20N't•�• ;••••; 2. Test proposal# 10-0017, dated 01/06/10 and e-mail test revisA.4atgi OcZQ6,2010 approved by BCCO. ' tsk.,,i I. Ishaq I.Chanda,P.E. Product Control Examiner MOA No.15-06i.05 Expiration Date: Apri121,2021 Approval Date: October 08,j615 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... HEAD/SILL ANCHORS V AT STILE ENQS • • ••• • •• �{� o (6)AT 3"1J.C•41 7/8- • • • • •• FRAME WIDTH • • FRAMW WI-I] • _ 6"MAX. • a •• • • ••• Q ��opppf 8"MAX. - 15"MAX. SURFACE APPLIED HEAD SILL 7YP. 15" MAX. NEAD/SILL HEAD/SILL -FALSE MUNTINS CORNERS HEAD/SILL e f CORNERS A WAY BE USED /{ - Q,7 ro 0 _ •• `�1•• ••• • see \ I I i • t i ! • �I i • $p5 �1 \ HINGE OPTIONS •• 0/0 I• \• -I i ••• ry w 14 1 \ I SEE SHEET 5 I D WQ{{or O li2 5 $w o o LOCK OPTION 2 j II g m SEE SHEET 5-'\\ 0 Of LOCK OPTIONS SEE SHEET 5 I / Dam g c O 1 r GLASS D.L.O. DIMS. INACTIVE _ ACTIVE m D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 �. m(rt 30" 29 7/8" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" D.L. OPG. O.L. OPC. D.L. OPG. DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.750-)/238 5/6" " 38 5/e" LEAF WIDTH LEAF WIDTH 38 5/8" $o o LEAF WIDTH q SERIES-249 m M o �T_.U1�INUM FRENCH DOOR W/ SIDELITES ' APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION is�+ k WITH OR WITHOUT SIDELITES. ( X ) ( XX ) UCFRRVlSPA • g SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. - SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. SINGLE LEAF DOOR � �p1yC1�"111r lie RMc1AA AUL LEAF DOOR ■ «im"ct p%I S^0411.b H„„ Vlrriw MHA ai c u^ - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS -�--� Re ory o y oR REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY8 3 HURRICANE ZONE (WHZ). D sIU�� << m„4 IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY �— TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr:JAVAD AH— EMBEDMENT EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIDELITES ARE RATED FOR LARGE NIBBLE£ IMPACT. CrAL i .�� 3 SHUTTERS ARE NOT REQUIRED. Fu PE 70592 g 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TIIESE DETAILS ARE CAN.3538 a, NOT PART OF THIS APPROVAL. ZI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $ 'Y ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE. SEP 3 015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ,W1 1-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 18 • • ••• • • • ••• •• •• • • • •• •• • ANCHORS A7 MULLION HEAD/SILL ANCHORS AT 4`, 7"h 10'FROM END OF • • • 0000 ••• AT STILE ENDS "FRAME AT DOOR AND SIDELITES • • •• • • • •• • 166 1/4"MAX. (6)AT 3"O.C. TYP.AT HEAD/SILL • • • • • • • • • • o TESTED FRAME WIDTH f ♦ • • • • • • • Z �: 3 1 1/4' MAX _ 1 1/4'MAX _ T • ••• • • •+• • O k 41 7/8' 80'MAX. SIDELITE FRAME WIDTH %%DOOR FRAME WI /SIDELFRAME WIDTH a FFF a S'MAX. 3' 15'MAX. C �..- SURFACE APPLIED •• • • + •• •++ •• Q HEAD/SILL I �Tr. I _ _l HEAP/9LL FALSE MUNTINS • • • • • • • • • 4. CORNERS I F A MAY BE USED • ••'. • • • • •• •• a'G • • • • • •• • - I 1 p j`Q 04 °r° _HINGE OPTICA4 SEE SHEERS z Ia- H /Iq n � I OCK OPTION 2 ~ SEE SHEET 5z LL (23 LIJ - --f' --n---- I- \ NwQV W I Ooom w Lo.� 3za O _ INACTIVE T Y", ACTIVE - __ 30" - 2 7/8' 30. �0 D.L. OPG. -D.L.. OPC. U.L. OPG. D.L.OPG. � St 38 5/8' < °ffi 38 1/8' LEAF WIDTH 38 5/8" 38 1/8' ",,ppjjW VISLp _8 MpwR6 He F7orM• �u LEAF WIDTH LEAF WIDTH LEAF WI OiH CO& Aaa+ n• bll.ot TYPICAL ELEVATION �'� (mZI ( Ll- OXXO ) I Mr II Yo« ]PITH PANEL SIDELF� 8 s 3 S 2 6 m U O SIDELITE OPTION TYITH pQ_QP q Eng,:JAVAD AHMAD a i 9 cm I MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FEIC 2014 ACIP 153882 p0 \ • S `j 291FJ drawing no. W 1 1-03 - sheet 2 of�g . . ... . . . ... .. .. . . . .. .. • If . ... . . . . ... ANCHORS AT MULLION HEAD/Sill ANCHORS AT 4", 7-& 10'FROM END OF • • • ••• AT STILE ENDS FRAME AT DOOR AND SIDELRES • • •• • • ' ' (6)AT 3"O.C. TYP.AT HEAD/S&L • • • • • • • • • • 166 1/4"MAX. • • • • • • • • FRAME WIDTH '•' • 411, • ••' '•• ••• • Q 46 5/18" - BO'MAX.- - I" 6'MAX. J' XX DOOR FRAME WI H HEAD/SILL P. 15" MAX. pp�pp O SURFACE CORNERS 'HEAD/SILL FALSE MUNAT APPLIED •• • • • •• ••• •• O �C'u v I A __ - _ MAY BE USED '• ••• • • • • •• '• Q; HINGE OPT106S N SEE SHEEY EIt f Q el $ c \DSK OPTION 2 I II rr >S X01.1 o SEE SHEET 5 11 11 � J S I +r 3 O m ' \ I - �--- -_L..- -0 a-0 n \ I / ❑ rr G 3Ma It 1�-''a Ii h � INACTIVEACTIVE - -- —I_ _ 1 11 41 5/8' 30' - 28 7/8' O.L. OPG. D.L. O.L. OPG. o 48 3/8' 38 5/8' o SIDELITE WIDTH LEAf WIDTH 3B 5/8' }IUDUE r REVISED a 15 p� LEAF WIDTH •�urIrKwhb the F7oAM a S =er�Na !<�Irrlw 11.Ir ( TYPICAL ELEVATION k n„ ( OXXO ) SI •, c m lli/sd IAW rv11�rIC 0 a ry d n H1TH DIRECT SET SIDETHES E$ aamuo SIDELITE OPTION WITH DOOREaqr.JAYADAH1.IA0 CIVIL § o b FLA. PE#70592 s MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 8 1015 38 drawing no. W11-03 sheet 3 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . .. . . . .. . 41 7/8" 31• • • • • • • • • • Z 3 FRAME WIDTH WINDOW WIDTH — • ••• • '• ••• • - Q J 28" h. 6"MAX. 15"MAX. D.L. OPG. (FOXED) HEAD/SILL HEAD/Slll -A'1'\ M • • • •• ••• •• g �i CORNERS I t4 10 1/2" AX. 5"MAX. .60 • • • • • • • • READ • ••• • • • • •• • HEAD/SILL • • • • • •• • • (�,O r CORNERS • • • • • • • • • O •• • • • • • ••• •• (I Fl 1 J g ad 14 LOCK OPTIONS - 1 OR 2 SEE SHEET 5 14 I ® / 20 7/8" m� O O x _ MAX, n .. / SILL . a n 8 UUJWCe , // D7 26 5/8" J Z O.L. OPG.(VENT) 41 a�Q R '\n o 26 7/8" 3 3 00In VENT WIDTH .0 O.O n z V) Zd o / 14 O a� ACTNE ~ '. � N 30" NOTE: D.L. OPG. a $ T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/8• Dp = +65 c LEAF WIDTH -80 PSF EXT.(+} Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD TYPICAL ELEVATION /YODUCfREVISED W 21 ( X } mp ap"fw11YIkf FIo" Ateept�•ce NoL%1 s FOR DESIGN LOAD CAPACITY SEE SHEET 5 ate•Date 1 t • SjKGLE• LEAF DOOR WITH SINGLE. HUNG WDW. INSEIG c S.H. WINDOW INGt RT OPTIOjy q Enpn JAM ARMADCIVIL FIA A1�92 35 drawing no. SE 3 2UU W1 1-03 sheet 4 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FRAME WIDTH FRAME WIDTH FRAME WIDTH NOT I �� r� ••�L CAPACiTIEG ON THIS SHEET ARE • ill� BASED OMA�fM•E13(A-DJ (3 $EC.�C1STS) AND�LORIDA:B40WG�OMMISSION •E la TORY 51TATEM6NT OCA(#6WEECF219� � w w • • • • • • • • • IL \ / / pita< aaappp ACTIVE INACTNE ACTIVE ACTIVE (X) (XX) Nf SINGLE LEAF(X)DOORS 1IITHOUT SIDELITES DOUBLE LEAF(XX) DOORS WITHOUT SIDELITES SINGLE LEAF(X)DOORS WITH S.H. INSERT J co DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF Q e� LOCKS#1 &/2 1 LOCK OPTION /1 LOCK OPTION/2 LOCK OPTIONS/1 k/2 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR y ,� FRAME WIDTH FRAME HEIGHT 'A'OR'AI' 'B'OR'BI' FRAME WIDTH FRAME HEIGHT W. 'AI', 'B'OR 'DI' FRAME WIDTH FRAME HEIGHT 'A','A1', 'B'OR 'BI' c1 INCHES .INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHESEXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) 42 109 B0.0100.0 141.0 80 109 80.0 1 80.0 42 109 65.0 80.0 n EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE'F' 0 5.11.IPDW to a FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF 3 Q� W)j EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD O M FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF K r �r J z Js( OPTION 41 STEEL THROW BOLT LOCK, KEY OPERATED ON 3 POINT�EZ LOCK STANDARD CK SYSTEM WITH LEVER HANDLE LOCATED FSS° O 0 m EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE L O_ r LEAF LOCK STILE, 48" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS OPTION itl C -O i FASTENED WITH (2) 1/4-28 X 2-1/2" MS ENGAGING AT HEAD AND SILL 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM ,"�„ a CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH (2) x/12-28 X 2-1/4" OH MS EACH END AND ONE AT MIDSPAN OF LEAF. ANO EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE A7 40" FROM BOTTOM OPTION �l2 1X I"'-a LOCK STILE, 39-1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4" LONG ALUM PIVOT HINGES. AT 12"FROM EACH END FASTENED WITH (2) A8 X 5/8" PH SCREWS AND (3) #10 X 1/2" FH SMS AND ONE AT MIDSPAN OF LEAF. (2) #8-32 X 1-1/2" OH MS FASTENED TO FRAME WITH ((2 1/4-20 X 1-1/2" MS CONCEALED FLUSH BOLTS AT TOP k BOTTOM OF LOCK CONCEALED FLUSH BOLTS AT TOP h BOTTOM OF FASTENED TO PANEL WITH (2� 5/16-18 X 1-1/2" MS INACTIVE LEAF LOCK STILE, MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE FACE LOCATED AT 11-1/2"AND 89-1/2' FROM BOTTOM LOCATED AT 10-1/2" do 76-1/2' FROM BOTTOM FASTENED WITH (2)$8-32 X 1/2' FH MS FASTENED WITH (2) (J8-32 X 1/2" FH MS SEALANTS: a mg FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED ►RODUCFREVISED u I I WITH WHITE COLORED SEALANT. Aer oga ith flm F o \ \ / SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Hr•AY�6CM#am I u u.•e PIM►niKf o o N-. o •� ^0_03ffi 1 I • I I EN,..JAW AHMAD b ,1 CIVIL n0 FIA. /10592 s n C.A,N ,3536 BrowinS g . NAcnvE " ACTIVE SEN 3 2015 W1 1-03 shoe( 5 of 16 . ... . . . ... .. .•. . . . .. .. . . . . . . . . . . . . . ... . . . . ... STATIONARY PANEL(0) OR DOORS WITH SIDELITES DOOR 3 DESIGN LOAD CAPACITY - PSP WIDTUHT FRAME W. SIDEUTE W. • SIOEUTC W. "W"W. UTE•5Q• PANEL/DIRECT SET GLASS TYPES f C A �_ •F•0 •• • • G • I� o FRAME NE1014T DOOR WIDTH SIDEUTE WIDTH 'A', 'Al', 'B' OR 'B/' - ••• • INCHES INCHES INCHES EXT.(+) INT.(_) - 000 _ 0 F Z a 81 41 7/8(X) 48 80.0 69.7 w 80(XX) / a 41 7/8(X) V M tE 0 / M • • J •• O O 4�p 85 48 80.0 69.7 N Q 80(XX) i. r .) Gyr W % W % % • Y f' 7i •• Ir C 4 91 418 0(XX) 48 80.0 69.7 3 • • Q 97 41 7/8(X) \ \ �Zy 0 vi p0o(yC 80(XX) 42 80.0 79.6 Lvj B \ K L K L B \ K L Q a<0 7/8 n- 103 4180(XX) 10,3 42 80.0 79.8L �yy�5�� p los 4jeo Ir,GVERALL FRAME WIDTH _I I OVERALL FRAME WIDTH Q W (xx)X) 41 7/8 80.0 80.0 (STATIONARY 0) ((xo)) (oxo) Q a (ox) EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF SIDEUTE W. DOOR FRAME WIDTH SIDELITE W. DOOR FRAME WIDTH SIDELITE W. m F G A F C A F G NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART J \ D KN WILL APPLY TO ENTIRE SYSTEM. E; - --- --U; W HO 1 j; :�; \ M M K= U g .DIRECT SET SIDELITE WIDTH - PANEL SIDELRE WIDTH = SIDELITE FRAME WIDTH � \\ // [�\j / Om.A / K L / Cap m za m 3M� Iry ALL FRAME WIDTH �I Ip OVERALL FRAME WIDTH I -— — (oxx) (oxx0) a (xxo) DIRECT SET SIDELITE ►RODIICf REVISED WIDTH DOOR FRAME WIDTH r mwplyl.Wilk lbr FWrW& + _ (X)OR(XX) Aeeep4•re No 1 $ �' i�InM•r Date��( g m aua qQ fes �WIDTH PA* bHC u u FFa K 01��3f� -' NOTE: H 1-1/4" ACTIVENOTE: CAPACITIES ON THIS SHEET ARE PANEL SIDEBASED ON ASTM E1300-09 (3 SEC. GUSTS) UTE WIDTH DOOR FRAME WIDTH AND FLORIDA BUILDING COMMISSION VOW m" (x) DECLARATORY STATEMENT OCA05-DEC-219 Engr:JAVAD AHMAO LEAF 110TH FLA PE 111 70592 4CA.ACTIVEdrawing no. PANEL SIDELITE WIDTH DOOR FRAME WIDTH 2OI5 I..w1 1-03 ('X) sheet.6 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/16'HEAT STREN'D GLASS r' 3/16'HEAT STREN'0 CLASS • • • 00: •• • ••• V 1/4"AIR SPACE • • •• • • • •• • 3/16"HEAT STREN'D GLASS 1/4-AIR SPACE • • • • • • • • • • -- o 3/18"HEAT STREN'D CLASS • • • • • • • • 09le Interlayer An 3/16'HEAT STREN'D CLASS 3/18"HEAT STREN'D GLASS S tr Inledoyer • � 0:. • • ••• • O 'J _ Sofkx Clear And Color Gloaa - -� BjEy'Eastman Chemical Co.' 090"Interloyer 090"Interloyer - SentryClos Soflex Clear And Color Glees SentryGlos By'Kuraroy America. Inc: 1/8'HEAT STREN'0 GLASS f 3/16"HEAT STREN'0 GLASS By 'Eastman Chemical Co.' By'Kumroy America, Inc.' 3/16'HEAT STREN'D GLASS 090"Interloyer o SILICONE 3/16'HEAT STREN'0 GLASS 3 16'HEAT STREN'D GLASS SILICONE •• • • QV'H are• ••• •• W U / • • 4' 1Wrory Nneri•a, Inc.'• GE RG57701 SILICONE GE 1200 1 • •• • • • • •• • GE 1200 GE RGS7701 SILICONE GE 1200 • • • V8"NMT STIE%CLASS• a GE 1200 p GE RGS7701 • • • • • • • • Q j; a F CE 1200 = K • • ;ILICZI.:•• •• 8 o ppF.. z V1 m GE RGS7701 0 el Z_ m �� r� Zm S 10v� GE 1200 aaQ< 37 3 TLLaJ ad ALUMINUM 2 ALUMINUM Q F SPACER SPACER 8 SMS !r /e SMS AT 4-1/2'FROM ENDS AT 4-1/2' FROM ENDS 3 a AND 10-1/2'O.C. AND 10-1/2'O.C. 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES on \ r0 N GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'D' GLASS TYPE If GLASS TYPE 'F' � go (S.H.WINDOW WITH SINGLE DOOR APPLICATION ONLY) J W 4 J z GLAZING OPTIONS zi oom caC, W 3a GLASS TYPES CUM SS TYPES d 'A'OR'B' (ABOVE) 'Al' VE) . SILICONE ppONE GE R= / GE 8200701 F RGS7701 m 1200 i � i N \ A 35 IPRODUCEREVISED I Iply �LYNN•`Code a.Arglaaeeno 1S- L( •a5'— ,w low VA& colod w 39 AT t/4 POINTS ON LITES aWIDER THAN 36" INTS ALL SIZES o m Y N O f m ry o f o C i m u C GLAZING DETAILS AT 3IDF.LITE Erpr.JAVAG AHUAD d ,e 0 CML FLA PE/70682 c C.".3639 drawing no. 032015 W11-03 sheet 7 of 16 . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS (' EDGE 01ST, SEE ELEVATIONS 1 BY WOOD BUCK • • • ••• • ••• V FOR SPACING EDGE DIST. (SEE NOTE SHEET i) :: BY D DUCK • • •• • • • •• • �� o ALTERNATE 'a, • • • • • • • • • • , ;f,11n1; ANCHOR:LOCATION .A _ q (SE00 TRUCTURE • • • • • • • • • , f . E NO HEFT 1) • a • • • • • ••• • / 1 F � 6 Q lWd. I U O .00 • • • •• ••• •• 9 V 26 Ny tt °u5 , . . . . . . . g 16 7 1 ^ ^a ^ N WOOD BUCKS AND MAETAL 6TRt1CTURE N(9r �f 11A•V►IN�IVS I TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O' I 16 SEE ELEVATIONS SEE ELEVATIONS g ' ' FOR SPACING FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. co 4 o METAL m �O EDGE STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING a Lu 1/2" MIN. DIST. {�Z FLUS BOLT OR 4 DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, FY`155 KSI) (T SHOOT BOLT " S PENE RATION INTO 2BY WOOD BUCKS OR WOOD STRUCTURESpi Q b f 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) �^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) m ^ rn n DIRECTLY INTO CONC. OR MASONRY " 0^ TYPICAL ANCHORS O O 'X SEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 a M a O FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) aM w `" rx 1,/4" DIA. TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS) J=I` LL x H INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") q W 3 W INTO METAL STRUCTURES C o m STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) O ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) g z za x e (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) OR TYPICAL EDGE DISTANCE a Jk is INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm • 2000 PSI MIN. // 8 F SHIBOLTMOR 29 OR PRODUCT RF.V15F.0 SHOOT BOLT 19 t :XptC'j wllpl►t Florio v i N. PENETRATION 28 2 O Atnpuue 7 18 EaP •WINhe1e.- ) y,PB 3 2A6 2© M►aY 1M/r roKtiC TALE ALTERNATE of '0mp r3 c N oS m n OPERATING UNITS WEEPS ..' '.°.: ° i. . '.°. v • :. VFOR .v E"pr:JAVAO AHMAO 1/2'FROM ..v.". a„ ' ° CM/LSILL ENDS TYPICAL ANCHORS v TYPICAL ANCHORS •° TYPICAL ANCHORS FIA.PE 3 70592SEE ELEVATIONS -SEE ELEVATIONS SEE ELEVATIONS CA.N. 538CE 01ST. FOR SPACING — EDGE DIST. FOR SPACING �,,, EDGE DIST. SPACING HIGH THR SHOI STANDARD THRESHOL LOW THRESHOLD APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE drowiny n0. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF(DOUBLE DOOR) Wi -�3 OPERATING UNITS sheet B of 16 . . .•• • . . ..• .• .. • . . .. .. . . . • . • . . . • • . . ..• . . . . ... /, 3/8"MAX. V a SHIM O p 3/8'MMAX • • ••11• ••• O SNlM • • •• • • • �0•��• •• �� - METAL 3 3 11 D B • • • • • STRUCTURE ',�•� • • • • • • Z ACTIVE LEAF ,• ••• • • F k �$ 'd TYPICAL ANCHORS 16 - 38 Q l5 'VGi a SEE ELEV. 16 O FOR SPACING G 7MEILEV�' cy L CHORS 0 EXTERIOR •- FOR SPACING O.L.OPG. WW 4zill 38-5/8'MAX. LEAF WIDTH 41-7/8'MAX. LOCK OPTIONS t OR 2 DOOR FRAME WIDTH w AT SINGLE DOORS OPTION 1 SHOWN ru SHEET 5 FOR DESCRIPTION ^ 3/8'MAX. to SHIM M MAX.'. O n $HIM O O LOCK OPTION 2 FLUSH BOLTS AT DOUBLE DOORS AT TOP Cc BOTTOM SHEET 5 FOR DESCRIPTION ` J Z ti" 3 _ 3 _ 2OBRY WOOD LICK �I^ W W O TYPICAL A CHORg IN—ACTIVE LEAF ACTIVE LEAF D 5 UCTURE 3 a 6 SEE dING Dom FOR SPA18 4 I6 Z Z ¢v �v�iOOL L { 21 IB 21 7Pr.V0THlNKGES 5 4 I_ ttP1CAL ANCHORSo IV LEAF WIDTH EXTERIOR SEE ELEY.FOR SPACINGLEAF WIDTHBUTT HINGES (SEE HINGE OPTION SHE 5) 80'MAX, e c u DOOR FRAME WIDTH •s '�oEB ftOD OPERATING UNITS ""a f Rwith ne — luca•/blq•NA 1M fMAy Ener:AVADbak4b o Ae0pImemINN* .� FLA.P.N 38E 70582 ir♦Y>fYrr DMt � / C.A �. 0 3 20i�1 drawing no. W11-03 sheet 9 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ••• TYPICAL ANCHORS SEE ELEVATIONS _ALTERNATE EOCE GIST. R SPACING •- I 11 ALTERNATE ANCHOR LOCATION 3A I_1NZL S�DFLITE IN$•�LI CI N •E•TAI•�•4• ••i ••• • ANCHOR LOCATION • 3B • ••• • • •••--• Z Q G •• • • • •• ••• •• �ps{ Li U O 16 6 3 O1 X10 X 3/4'PH SMS •• ••• • • • • •• •• W AT 6'FROM ENDS • • • • • •• • • a,O u 7 " m AND 24'O.C. MAX. • • • • • • • • • O • I •• • • • • • ••• •• t1 o' m 16 o e ALT. FRAME JAMB IM 010 X 1"PH SMS Q to s 3/8"NAX. AT 4'FROM ENDS SHI14 O 010 X 3/4'PH SMS AND 16` AIC. O.C. MO 15 Q W d t{l AT 6`FROM ENDS ei F 3 AND 24'O.C. MAX. 3 q{ TYPICAL ANCHORS I SEE ELEV. •• I B n FOR SPACING 'el DI b 3 Q 2 x i ZU 030 9 x O 5 EXTERIOR I 5 �S -o o- w Z a SIDELITE LEAF WIDTH C O N LEAF WIDTH Z 4 NC SILICONE YJ O v _i BUTT HINGES N a PANEL SIDELITE WIDTH 1 1/4' DOOR FRAME WIDTH t DOOR LEAF WIDTH - SIDELITE FRAME WIDTH — 3.250", O rRODUCf REVISED j2,12 W.21., 4.OR oRWA•reNo�11��oNl rUf RD4 rZ�tI �,-—H/�•�- 28 ® 16 © 16 PANF.i. SIDF.I.ITF. UNITS 7 2 ALTERNATE 2 _1 _ S N N x H \yr Ener:JAVAD AHMAD d 1 0 6 RAP /70592 c cA. ssae �} yd � 9� 3/8'X 3/8. ° `• WEEPS •. • ° ° '• ... .°. •, FROM .' 60 . 'o :.- • - '..; b :. SILL ENDS ''' ° TYPICAL ANCHORS •EDGE DIST. TYPICAL ANCHORS dYowing no. EDGE DIST. OR SPACING SPACING �(`1� SEE NS FOR ELEVATIONS �3 2U15 j--03 N EL UNIT ST). THRESHOLD PANEL SIDELITE UNIT (HIGH THRESHOLD) eheet10or16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DIRECT SET SIDELITE INSTAL•LATIO • • • ••• • ••• {�V TYPICAL ANCHORS N DE1�TTyS•• • • • •• • p SEE ELEVATIONS • • • • • • • • • • 1 EDGE DIST. FOR SPACING • • • • • • • • • • • • • • • • • Z j • •••— • • ••• • p z 1 a 0 •• • • • •• 000 •• O y V • • • • • • • • • a W$G f1 Qp�1�4 3/8•MAX. O O Yf GF � SHIM M N 15 3 TYPICAL ANCHORS SEE ELEV UL =[ FOR SPACING 25 25 - 16 1 n :. _ KM •' J Z I` 4 x �_ 21 N w O W09 1 c W 3 EXTERIOR 5 O,m n D.L.OPG. LEAF WIDTH o, ZO SILICONE PIVOT HINGES g O DIRECT SET SIDELITE WIOTH 1 1/4• DOOR FRAME WIDTH 1—^d O X10 X 1'PH SMS AT 1FROM ENDS AND 16'O.C.MAX. I I g PRODUC f RFVISP.D a �wfl\IAt AoAtci t AKrIWte N. - 6 T 22 35 Ryfnrir•Dnlr 2l MW Drdr c• S•f4^ oo' e � •�"- �07>8 Lg<m�o zs DIRECT SET SIDELITE. UNITS Engr:UVAO AHMAD b •r o CML r • ,a FLA PE 1 70592 g n • ... V, : .. CAN.3538 , •.< . v 'TYPICAL ANCHORS ��OST. SEE ELEVATIONS FOR SPACING -' DIRECT SET SIDELITE UNITS W1 1-03 sheet 11 of 16 . . ••. ... . - .. .. . .. ..• ••. . • . • . • • • . - . . ••. .• . . . ••• 4.000V .112 -•060 093 1.750-{ 4'0� .062 • • • 000 • 000 --1 _ • • •• • • • •• • -� o 1.750 .625 L`�f"•062 • • • • • • • • • • • • • • • • Z 3 2.37s s010_ 1.7so • • • • •.• •- - k 2.375- L332 .375" II �i F-.332 1a. 4�V QO f� C U 1.843 •• • • • •• •.• •• ,090 1.843A .145 • • • • • • • • • O FRAME HEAD J7 PANEL GLAZING BEAD • 465:•: : :•• 0• •• TM-099 TM-155A • • • • • • • • O 9 SIDELITE HEAD/SILL 8.250 O GW-30769 • • • • •.• •• v is I 2.375 2.125 *1 - "'50L+ BSO 1.465 .713 G. .062 t25�- e.J10 Its II (.050 It 1;0 O CENTER H8N E ,•572 1 � M.r 4.000 ® - 2125 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) _. 1.985 1.2162 7P5 U PIVOT HINGE ,.., ...-� -.-_G v..._-.. ....q 0.248L=--J -1.500 4.000 1•S� n 1.572 1 �,•,�� r �Gl=7881'-A -•250 z.o62 V 19 DOOR TM-90 6 RAIL ) OUTER HINGE _-� 125 .125 •e`5 - 00 x DOOR JAMB/SIDELITE FRAME •062 I I �` a n 5k HINGE PIN --I 1.376 I- o" 8A5499 - 7.000 -.062 .625 2a STD. SILrl L 7ADAPTER •;0 1698 T 6 MID RAIL CORNER CHANNEL JW. I 1,750 Z •.093 -� 3.681 •655 LOW THRESHOLD 1.658 r tri w U .625 1.750 897DKB Coca .062- 1.030 °0 1✓ -_-1 Q- 3.875 .635 63s 1.275 4.000 .082 4.090 1,093 HINGE CAP .250 -1.829 -I I � 't O -I 1.865-i /10 x 1/2- HIGH SILL ADAPTER ~ o_ LO DOOR HINGE STILE F.H.SMS 29 TM-193 TM-32995 125 INSUL CLASS PANEL ADAPTER .562 II ° 2000 2.157 4.530 TM-194 _i 4.659 ,093 ° f yy 930 C DOOR TOP/BOTTOM RAIL 1.596 I �E+ LJ TM-32994 J.5I00 o I I 7.689 .625 .787 594_I 0 2:� 1.750 L ° �� .000 .060 u 1.574 � a I I 2.000 4.000 {' '1 ° ^ FRAME SILL (STD.) 'H' MULLION SILL COVER IIID" '�(IJ .075 .825 I lJ BA5%9'/ 15 TM-121A J0 TM-180 -{ 4.000 Ih 2.126 2.625-- .375o o _fih ACTIVE LEAF LOCK STILE PRODUCF REVISED TM-172 BUTT HINGE "t°rpl wyl�IMorm <m u o uu OWEATHER-STRIP ADAPTER .062 Mr+ftsC°et -_ GW-31826 -4.659 093 A4te�Uett C.N. - 611.0) .075�� 3.790--y .999 RV��MIt 6 l I 4.000 Ergr:JAVAD AHMAD /I;� 1 1.287 - �i�00 `� FU.PFS/70592 �b�Il4M n>atl g r 2.040 } .188-�-.062 - •9� CA .3538 113 050 1,750 7.554 .125 1.988 1 A g .625 LF---2.011 .779 -^1.750 38 T Browing no. Js 4.000 SE 8101) W11-03 SIDELITE GLAZING BEAD (LAM. GLASS //,�� INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER TM-157 \J TM-36048 JI TM-182 DA BA sheet 12 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM/ PART/ QUANTITY DESCRIPTION MATBRIAL MANY./SUPPIZER/REMARKS 1 TM-099 1 FRAME HEAD • _•: • 5GtR50 a PER TM�PEC 2 BAS797 1 FRAME SILL (STD.) p p p • 8063.76 ISR TM PECIFi J 26 2A 8970KB I LAW THRESHOLD • • • • 6083-1e PER TW5PMMATIONS 3 _ BA5499 2 FRAME JAMB —•—•-----•— —•—• Z - 3 _ - P • • 6083.76 PER y1.9�ECIF TIONS Q epp J 3A BA AS REQO. ALT.DOOR JAMB/SIDELITE FRAME 6063-76 PER TM SPECIFICATIONS 313 BA AS READ. ALT.FRAME COVER 6063-T6 PER TM SPECIFICATIONS 6 i6 a 4 TM-172- 1 ACTIVE LEAF LOCK STILE 6083-T8 PER TM SPECIFICATIONS O g U 4A TM-36048 1 INACTIVE LEAF LOCK STILE • • • 606$-T� S&E 1 CATIONS 5 TM-32996 1 PANEL HINGE STILE • ••• • Gobt-TR 1tFPTM SPEBIFICATIONS ^�O 6 TM-32994 1 PANEL TOP/8OTTOM PAIL R TM SPECT ATIONS 8 n A 11 7 GW 31828 4 WEATHERSTRIP ADAPTER •• • • • 60sJ_TR WIP@F DMI STILES(TOP/BOTTOM) 8 FO 107 3/LEAF BUTT HINGE 6063-T6 SULLIVAN h ASSOC. _ O t ® 8A - 3/LEAF PIVOT HINGE 6063-TB LOIRA Q 4'✓1�& 9 OW30769 AS REDD. SIDEU7E HEAD/SILL 6063-TG - EO 10 CW 32222 2 ODOR LOCK INSERT 6063-T6 LOCK STILE 5 Z 21 11 CW-34808 2/LEAF PRESSURE PLATE-NE ROD ALUMINUM 4'LONG I 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN k ASSOC. a ' 15 TM-121A AS REDD. 'N'MULLION 6063-T6 - O 16 32001 AS REQ'O. FOAM FILLED BULB W STRIPPING - .187 X.250 T-SLOT FRAME TOP CORNER 16A 32084 AS RED-0. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - m 168 32011 AS REO-D. FOAM FILLED BULB W STRIPPING - .187 X.350 T-SLOT SIDELITE CORNER 17 FBGF 2/LEAF FLUSHBOLT GUIDE,LOCK STILE ENDS(TOP/80110M) 6063-T6 M&M PLASTICS 19 TM-29236 T PANEL BOTTOM WNL 6063-T6 - .. 20 _ - AS REDD. 010 v 1/2'F.H.UNDERCUT SMS._ STEEL AT FLUSH BOLTS ; Q M '7p' 21 - 2/LEAF 1/2'0 THREADED ROD,WASHER 8:NUT STEEL TOP/OOTTOM ENO RAILS N1 22 - - DEAD BOLT LOCKING HANDLE - KWTK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41'FROM BOTTOM J Z ZS - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL.SCR EWHOLES I 0:U r� 26 - AS READ. /10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 3 3 Y 28 BA5798 _ AS REOD. STD.SILL AOAPTER 6063-TS PER TM SPECIFICATIONS O,m n 29 BA AS REDD. HIGH SILL ADAPTER(USED WITH STO,SILL) 6063-T5 PER TM SPECIFICATIONS �_ 2 30 TM-180 1 t SILL COVER 6063-T6 PER TM SPECIFICATIONS Ih a m 31 TM-182 - LOCM STILE REINFORCEMENT 8063-15 PER TM SPECIFICATIONS no 35 TM-137 4 SIDELITE GLAZING BEAD(IAM. GLASS) 6063-TB SIDE LITE GLAZING PERWETER (L 35A 4 SIDELITE GLAZING BEAD(INSUL.LAM.CLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 0 DOOR AF CORNFE 37 TM-ISM OPTIONAL PANEL GLAZING BEAD 6063-T6 PER TM SPECIFICATIONS 38 TM-194 - INSUL.GLASS PANEL ADAPTER 6063-TS PER TM SPECIFICATIONS 39 _ AS REDO. SETTING BLOCKS(1/8'X 3/4'X 4'LONG) EPOM DUROMETER 6015 SHORE A 4 DOOR COMPONENTS ;i6R e "ODUCf REVISED mMiMv wilh The Flnri4 Ys1dtllt CoM •a d � R4Mnd"UAIe Z✓4•� O o n.-Fi o 26 "�oaS � nJ/ Engr.44YAD AHMADCIVIL b •L g FLIT PE#70592 S 3i CAN. y 8 drawing no. FRAME BOTTOM CORNER MID RAIL CORNER SF 201.5 W1 1-03 SINCLE ODOR W/S.H.WOVl. sheet 13 of 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS EpO, E qS7, SEER ELEVATIONS SPACING • • • ••• • ••• J' ... ALTERNATE • . . . . . . • . •• e I � -;I_ �ANCHORLOCATION • • • • • • • • • • • • • • • • Z • 3 Q Al 1s �� ze � •• •. ..• .. � 7 _ • ••• • • • • •• • o 1 .• • . • • • ••• •• 16 Q #10 X 1-I/2"FH SMS4 y O 1d FOR SPACING SEE NS ��p 00�73G C z�' OUS OU � � I ci O�M + WALL 61 7 03� _ yams tai 0 a b I N CZZ o m= 1 3 a h .9 3r 1 y g 12 0 O l CIVILIrin 1 1 I rRowc r xcvrsco IQ g I Y complyIq wHb ITheflxN► p F`d J. M�M�{CWS 8 A a•Mp..nklS-0 I 8 rM N . � OR O 19- lLu v� w Em==q C1o<•�$ 18. 18 -- 10 x 1-1/z•FH slJs S�iGLE LXJPE ORATING UNITS W/ S.H. DIV.. SEE ELEVATIONS O I I 2 'oi FOR SPACING 01 I 1 N Erpr:JAVAO r5 g FU.PE#57059238 c n •. '. a.. o 'O•.'::. .. drawing �no. I�TYPICAL ANCHORS & wi 1—0 3 BI—THRESHOLD OPTIO EDGE 01ST SEE ELEVATIONS -+ FOR SPACING IF015 N sheet 1 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . ... . . . . ... 3/8,MAX. ••• •• ••• • • •• ••• � � SHIM • • • • • • • • • • JJ O /10 X 1-1/2"FH SMS SEE ELEVATIONS \ VENT WIDTH • ••• • • ••• • O k -+ 28Y SOD SUCK SS\\TT OR WOOD R D.L PG. g C9. '• TYPIGLMNpIORf • •• ••• •• 4[Ci7j 16 D 12. SES ELEV. • • • • • • • • ai 1. 7.1 4 16 FOR APACIN!•• 7 • • • •• • -- o91o�_ 21 z us 16 EXTERIOR TYPICAL Ari F SEE'CrELEV. D.L.OPG.(FIXED) FOR SPACING h S.H.WINDOW WIDTH �. HINGE OPTIONS I 38-5/8'MAX. SHEET 5 LEAF WIDTH rn 41-7/8'MAX. a Q M LOCK OPTIONS 1 OR 2 FRAME WIDTH r] AT SINGLE DOORS J Z Ei u OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION I zi_ 3/S MAx C ORM m = SHIM D 1 J/8'MAX. a m SHIM WO C OZ^ 3 Z a METAL 3 ,WOOD BUCK �+ 3 M a STRUCTURE U)o ACTIVE LEAF F d ' TYPICAL ANCHORS SEE ELEV. 18 , FOR SPACING jr S yRODUCf REVISED c 27 SEE TYPI ELEV.CAL ANCHORS whA 1br FlerldA o t8 EXTERIOR 5 > FOR SPACING Jnr, _ L S • z$ D.L.OPG. A%*""01 X 38-5/8'MAX. 10 0 o S LEAF WIDTH > u o� c 41-7/8"MAX. _ FRAME WIDTH _ Erg,:JAVAD MMAO o •E CML 3 FIA..A.NPE 70592 C � b SINGLE LX) OPERATING UNITS WZ S.H. WD{Y. N. 38 Browing no. ' MIS W11-03 sheet 15 Cl-6 . . •.. . . . .•. .. .. . • . .. .. • . . .•. . . . . ... ITEM 0 PART/ RECD. DESCRIPTION MATERIAL MANP./8UPPLIER/REMARKS 1.937 1.1 GW-31798 1 FRAME HEAD O_ • -T8 RtM SAS TIONS 746 _ I 062 2.1 TM-117 2 FRmE JAMB • • 10 • • • 603-T6• PEROTN SPEGIFrATIONS .8877 .082 -i .)-- - •-•-•-_•-• -.130 p J. �3.1 1 FRAME SILL •._•_.• -T6 PER• CIFICATgNS T' % 3-- .625 - .8J'6 - `D-5 4.1 GW-36123 1 FIXED MIG.RAIL • 0.00 • 6411153-76 PRMTO SFLCIFICATKDIS J -} 250 �, 5.1 TM-113 t STO.VENT TOP RAIL 6083-TB PER TM SPECIFICATIONS Qa� 6.1 TM-112 1 VENT BOTTOM RAIL 6063-T6 I PER TM SPECIFICATIONS r OU 7.1 GW-31802 2 VENT JAMS •• • • ♦ %W-T69 WW TM•TRCIFICAT)ONS 1 t FRAME HEAD f7•t FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 8.1 IM-115 2/VENT SPRING LOADED EGRESS O 6-T6 IEER III PECIFICATIONS ^� BA.f - 2/VCNT LATCH LOCK O V FROM ENDO • • • • •42AST • PER TM SFWCIFICATIONS T n 9.1 - AS REOD. GLAZINGSTOP ANGLE •• -��•• l U% `ft Til 6PECIFICATIONS VVV yO e� .750 10.1 - 2 VENT STOP(5-1/4-LONG) PLASTIC PER TM SPECIFICATIONS CG<Q 71.1 = 2-! SPIRAL BALANCE - GLOWELL 1.749 •09S 12.1 a VENT CulOE PLASTIC PER TM SPEGFICATIONS t'� 2.5a1 73.1 WV-3045 AS REDD. BULB WEATHERSTRIP VINYL PER TM SPEGFICATIONS Z -r 14.1 W43201 AS REDD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFlGTgNZ LQ r1 LL 7-.140 937 -L 15.1 W43371 AS REOD. FIN SEAL WEATHERSTRIP WOOL PER IM SPEC"F.SS IY a C II �1.563+17 18.1 - 1 fltAVE/VENT ASSEMBLY SCREWS CRS I(10 x 1'P.H.SMS 1 FIXEDO RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS FIXED MEETING RAIL DOOR STILE REINF. a m 4.1 t8.1 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS S.H. WINDOW COMPONENTS m 50 `! `� D O .940 F- .6s8 ; 40 n•P• .750 .062 / J Z " I J J xx t•f� 1.562 UQ 1.045 3 tu W SI -^t 750 7.t SASH SIDE RAIL I v g x s.1 STD. VENT.TOP RAIL i F 0- .989 VENT TOP CORNER .767 1.875 t 1I�' .943 FRAME TOP CORNER p .8}82 .082 ,674 ASSJ I PRODUCf REVISED '�" IMS--I 469 rprpl7M{wHA The FbFIM ut .617 IFMd1a�CMr ?' T 16. A4erq�rsNr��e�Q�' X7.1 �g Q$E 2.1 FRAME JAMS �yyylF.ple R .. e.t SASH LATCH tAaW DrM °"'i2 2.050 �^ � obS 1.362 2.826 /" En9r:JAVAD AWMO c F 080 / 2.2150 CIVIL 2.7125 .082 / FM AN."3 78 92 S ^ . LI -i.750 �"-1,937-moi 1 I 16drawing no. VENT BOTTOM CORNER s.t VENT BOTTOM RAIL J.t FRAME SILL FRAME BOTTOM CORNER � (sheet 16 of�6 N Page 1 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Doors AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148008 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 2 4215 4 390 OXXO-2 TRACK CUSTOM 144 Even 96 Even 9/16"CLEAR FULL VIEW CUSTOM } HARDWARE PACK OXXO BLACK ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR JAMB COVER 4"BOTTOM RAIL ® 2 3/4"FRAME RETRO SILL RISER CL ANOD2 ® FBC#FL15726.1 NO COLOF ■R�+OS}`u d i 0,LLC ® 390 SCREEN-Si This review is only for general conformance with the design ® 390 SCREEN-S2 concept of the project and general compliance with the information given in the Contract Documents. Correction or 4,25,26,29 comments made on the Shop Drawings during this review do Cnot relieve Contractor from compliance with the requirements of the plans and specifications. Approval to a specific item shall not include approval of an assembly of which the item is 3 4213 2 390 OXX-3 TRACK CUSTOM a component. Contractor is responsible for:dimensions to be 9/16"CLEAR confirmed and correlated at the job site,information that FULL VIEW CUSTOM pertains solely to the fabrication process or to the means, ARCADIA SILVER EXTERIOR methods,techniques,sequences and procedures of ARCADIA SILVER INTERIOR construction,coordination of the Work of all trades,and for HARDWARE PACK BLACK preforming all work in a s safe and satisfactory manner. 4"BOTTOM RAIL JAMB COVER ❑APPROVED ❑REJECTED 2 3/4"FRAME RETRO SILL RISER CL ANOD2 APPROVED AS REVISE AND ® FBC#FL15726.1 NO COLOF ❑NOTED RESUBMIT ® 390 SCREEN FRAME ADD ON ® 390 SCREEN-S3 09/02/2016 3:35:47.P M Z 390 SCREEN S4 Mark 06& •• • • • • 0.000• Line Item Total • 4,344. 7 8,688.1 ••• • 0000 0000•• 4 4210 2 390 XO-2 TRACK CUSTOM 82 Even 96 Eve * • •.• 0000 0000• 9/16"CLEARFULL } • • •• • •��,.•.•.�•.•• ARCADIASILVEEW EXT CUSTOM Approval, of coalo�i'S Cohn§entor'i• ARCADIA SILVER EXTERIOR �� • ARCADIA SILVER INTERIOR • • • HARDWARE PACK BLACK Owner approval.• •.•.• 4"BOTTOM RAIL • • : •�' :0000: JAMB COVER '••' �� • , ® 2 3/4"FRAME RETRO SILL RISER CL ANOD2 • __ f ® FBC#FL15726.1 NO COLO[ ® SCREEN-Si 07827 Line Item Total 2,671.30 5,342.60 15 4215 1 390 OXXO-2 TRACK CUSTOM 206 Even 96 Even By: 23172 on 7/07/16 at 11:14 Page 2 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Doors AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148008 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 9/16"CLEAR FULL VIEW CUSTOM HARDWARE PACK OXXO BLACK ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR JAMB COVER 4"BOTTOM RAIL ® 2 3/4"FRAME RETRO SILL RISER CL ANOD7 ® FBC#FL15726.1 NO COLOF ® 390 SCREEN-Si ® 390 SCREEN-S2 28 Line Item Total 6,237.01 6,237.01 Totals 40.014.51 Deposit 0.00 Windows Manufactured by TM Windows, LLC Grand Total 40,014.51 . . .... ...... 00009 .... ...... .... .... ..... ...... •• •• •• •• •••••• •.•.•. 0 of 00 By: 23172 on 7/07/16 at 11:14 t 8/21/2015 Florida Building Code Online Florida Departmerttj BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map Unks Search Busiines if Professi y UI ja Prod USER:Public User Approval Regulation jgR=MjjrTRrM0= Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL15726-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived [? i Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (305)888-0077 joe_sixto@usalum.com Authorized Signature Javad Ahmad alfarooq@afceng.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category =Exteriors Subcategory or Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t-� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad 0000 Evaluation Report 009000• •• ••••• •••••• • • Florida License PE-70592 . •• • • • • Quality Assurance Entity National Accreditation&Managemegtlpstjtlyte •••••• • • 0.000• Quality Assurance Contract Expiration Date 12/31/2019 0••;•• • :0009:0 Validated e •••••• Y Jesus Gonzalez, P.E. •0 0 0 0 0 0 0 0 • Validation Checklist-Hardcopy Retei►ed 000* ••••• 0000•• • • 00••• Certificate of Independence FL15726 R2 COI SS-390 SGD-CI02014.pdf •0 0• 0 0 0••• 0000•• • Referenced Standard and Year(of Standard) Standard • 0 0 Y- ••• •0•••: TAS 201 0000 1294 • i••0•: TAS 202 1994 • • TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3eISA1nEOW9xvDFkkUbdSlxzekh%2fZY%2b4wWOtrxLWsQ%3d%3d 1/2 i { TY% AN CMORs IN SINGLE OR DOUBLE ROwS F1 SEE E EV.FOR SPAGNG 1/4•uAx. 10 sHIMs O m ; 5 11 29 z 0W � oa<; 0-,4 oN QW LL zIA=� TYPCk ANCHORS AT 14'O.C. LIUO NA%.LOADS TO 360 3 QJ JB �( I"MIN. EDGE DIST. l6J CD) 6 Q=n 24 lot 2H<� O�mWfD m — Z3o n I 6 6 Ned k' � u a z T r EXTERIOR _________ _____s_____ ------------5 ln c 'I 6666 In _meg • • 19 6666•• 6666 •• • 1 11 I/IArAA • • • J . •*•••: FL #15726 ` M°t"' ' A 6666•• • 66:66• _ Nm7002 • • • 6666•• -�' � *rr- � 9 s s' ••66•• • • •••• *see enae ar .:!1/� Drawing no, • • • • THREETRACK DOOR DETAILS RORIOM• ll6�Crr�/` _ •6••• Goo* •••• FOUR (4)TRACK DOOR SIMILAR sS, +A` 6nNe Q o3 s 6666• • • 6666 6666•• 6. 6• •• •• • 6 • 6666•• •6666• • • • • •666•• 666: Go Go 8/21/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Large Missile Impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15726 R2 II SS-390 Alum SGD(LMI)W12-31 pdf + Approved for use outside HVHZ:Yes Verified By:]avad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +80/-95 Evaluation Reports Other:See drawing W12-31 for span vs. load and anchor FL15726 R2 AE SS-390 Alum SGD(LMI)-PAE 2014 pdf type combinations and installation details. Created by Independent Third Party: Yes r Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have ^ one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: 5ccuritv�+r."rrtres' I •••• i • • •••• •••••• 6.9 • •••••• • •••••• • •••• •••• • • •••• •••• ••••• •• •• •• •• •••••• • • • • •••••• •••••• � t https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAinEOW9xvDFkkUIxlSIxzekh%2fZY%2b4wWOtrxLWsQ%3d%aid 2/2 c TYPICAL ANCHORS • 4 Rt PERS 1� SEE EIEV.FOR SPACING 16Y EDGE 05f. 2 1/2• WOOD BI1CK Z ; i V 21 0 o aw �o B U OC � O � JB �� Oi'aa8 O 17lilt 1 LL2�fq 1 J r Q J 1 0 I 1 - e I 1 R 1 I I I 0 $ UR ao N (A R In o gra? 330: n I O 1 1 1 I I I I (D O k I � y« I I I � T a B1 w STANDARD ai- 26 . - •Po1Rao R HARDENED J.. ...... ' • see,* •• MKi1 SRtENGiH CROIR `` f '''•� a ••� •• EDGE DST. '•i' :2-//2* •e•• Yc a 5000 P9 MIN. • M�WTRANSFERRsNFAR N.70662 E, STAGGERED •••••• •9••• ••'••�'••fi'••.• LOADS TO STRUCTURE •0099• -'*44�O�:••�•.p•''6R••T.Ao.�T.aE.1.MOF. lr:�* �_= gAW mw1- i2ng—a n3o`1AT STILE DS iRscwc•TYPICAC10� SEE EiEV.FOR SP1 c• THREE (3) TRACK DOOR DETAILS u. FOUR (4) TRACK DOOR SIMILAR '�.`4j�WAlTTT sheet 9 at 13 9•0960 •• •• 90 •• • 000 • • 0000•• 0000•• • • • x° AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 15726 Date: 2/23/2015 Detailed Product Description Manufacturer:T.M.WINDOWS, LLC. Manufacturer Address:601 N.W. 12Th AVENUE–POMPANO BEACH, FL.33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height: 108" Maximum Load:+80 PSF,-95 PSF (Large Missile Impact) Installation Drawings#W12-31 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes —No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) V TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT# Test DATE Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. I Leakage Laboratory ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory •0•• &TAS 202 • • •••��• �•�••� ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868" Marpg&ir$on,P.E. •� &TAS 202 Air Press. Laboratory 06/18/2012 FTL-697t** Marnn Brinson,P.E'•••• & 01/26/2015 ATLSF-0219.t1!fe Stephen Waiter,PX. .; American Test Lab of •��•• •�••�. ' ' South Florida •..•. . . •.. • ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-686 ' " MarliFl�rMSon,P.f!• •• Laboratory • • ' • 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com alfarooa@afcens.com TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE 0".FOR SPACING '\/SHINS 'TR D10. W 1J 1 O b f B LIGHT KENNEL S M S N HFAW RENT. 6 C O O Owe aW � 10 it 00,18 OMig 0 LL dmag Juns� Qw`�FC aA D.L.D. EXTERIOR g PANEL WIDTH ODOR WIDTH M n J 18 lay WOW BUCKS S J Q W TYPICAL ANCHORS N Z U IN SINGLE OR DOUBLE ROWS ♦ S '_ �F\) SEE ELEV.FOR SPACING 1/4"IAA)(. ID IT 1/4'MAK. IH-IW(. 33 Z SHINS yDIIS SHINS d o �a uET STRUCTURE yy �Or o'i 1. S u Ca>•r DDDR wroTH _0 3 TYPIVL MdRA0• TYPICAL pNIFlN1R5 8 IN SMGlE70R DOUBLE ROWS RN SINGLE OR DOUBLE ROWS •••••0 SEE ELEV.F$94SWW • • SEE ELEV.FOR SPACING ♦11111 1 I/L♦NN� � �InII' •••••• • 0000•• N N�hkp� . • :000*: 0000 0000 • • • • ••••• 0000 0000 • • i ••••• • • 0000•• •••••• •• •• •• •• • • • 0000•• 0000•• •000•• • • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... f 1 3 HEAD ANCHORS CLUSTER OF 4 OR 6 • •N • ••• • ••• M AT STILE ENDS • • ••w 2. • • • •• • SEE CHART ON SHEET 3 24" MAX FOR CAPACITY • • •v'� • • • • • • • z 3 HEAD • • • • • • • • m • • _ • • • • • • P z N Z ( HEAD/�IIMRS• Q n a a O m v TYP. a a • • • N LL DOOR WIDTH • O 8" D••• • • • • •• w m s" MAX. • • • • • •• • . V 0 M HEAD/SILL A • • • • • • • • O w CORNERS --�.\ •• • • • • • ••• • a n a a S 0�� N O m Q W�w N I� II IL2�-m II- zL�� r Q w C ,j D j E j D �� F 0 m = m v a a aD x \x \O CD 8 a O U) < U J I� II c0 J Z .I lJ LL I, II Q c N = H 6 ONS Q DO m FUSE MUNTIN 48 1/8" 48 1/8" I II 3 Z.-a q A OPTIONAL D.L OPG. D.L. OPG. SINGLE ROW DOUBLE ROWO O w 56 1/8" JAMB ANCHORS JAMB ANCHORS N ~ a �' PANEL WIDTH 56 1/8" 24" MAX. 0 PANEL WIDTH SILL .... (..... (.... SILL ANCHORS _ _ m THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. - - C c 6 e SHUTTERS ARE NOT REQUIRED. - r TYPICAL ELEVATION o 2 TRACK FRAMES SILL ANCHORS ~ u SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 °I AT STILE ENDS .a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3"O.C. SHOWN ON SHEET 3 & 3.1. c m r 0 o g R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE w $o REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER N o m IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC C HURRICANE ZONE (HVHZ). PROJECT,I...WHERE THE SITE CONDITIONS OVAATE FROM THE P.E.D. 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND A\\TTI I I ITT/// a o LOADS TO THE STRUCTURE. PROVIDED HE/SH OF TITS PRODUCT BASED ON THIS PRODUCT EVALUATION ��`�� /��. PROVIDED OCUE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED •`�/i� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON THIS DOCUMENT. ` •yam—• '•••. T 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF �' ALTERED BY ANY MEANS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED S NOT PART OF THIS APPROVAL. ENGINEFA OR ARCMIIECT WHICH N1LL BECOME THE ENGINEER OF RECORD(E.O.R.) - S FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED 1 P 8TATE OF � � drawing n0. ENGINEEfl TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS UTTER THE SITE 0 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SPECIFIC DRAWINGS FOR REVIEW. �gppMill IH,.• \ W1 n_Z1 COMEREQU INTO CONTACT OF THEITH OTHER FLORIDA BLDG.MILAR CODE,MATERIALS SHALL MEET THE E TME P.E.D.SHALL BEAR THE EER OF AND ORIGINAL PSEAL AND REPARED SIGNATURE OF sheet G J of 13 . . ••• . • .•. .. .. . ... .. .. . . • . . • . . ••. . . . . •.• HEAD ANCHORS CLUSTER OF 4 OR 6 • . h • •.• . ••• a AT STILE ENDS • • •s . • . .• • SEE CHART ON SHEET 3 24" MAX FOR CAPACITY • • •N • s •• • • •• Z HEno • • _ • • . -• • • • OZ n Z -. w • ... •.• HEAD ANCHORSIL o. 3 O W M U TYP. IL x •• • • . .• •s. •• 297 3/8' • • • • • • • '� '� � C DOOR WIDTH • •.• • • • s• •. .t�_ 93i G W • • • • • • • az a� Al . • • • • • • • •a'o ro'0 pw� LL Z!n_O t7 J pma � G F1 Qw�f � D D E D D 0o rn= a p 10 e S 0 " m s _3 a ONS I B1 < Z�m m i3Zz 6io43 3/8' 43 3/8' I I 1 H'• a D.L. OPG. D.L. OPG. SINGLE ROW DOUBLE ROW 51 3/8• JAMB ANCHORS JAMB ANCHORS PANEL WIDTH 51 3/8' .._' 3' 24"MAX PANEL WIDTHcli N TW. SILL SILL ANCHORS 0 5 TYPICAL ELEVATION 3 TRACK FRAMES SHOWN Z ANCHORS a 4 TRACK FRAMES SIMILAR TER OF 4 ;j TILE ENDS c w AT 3'O.C. a o m o c ``11111111111111 O m No.70682 „ $ 0 STATE OF '• � drawing9 no. ., ss!�ta.. ...• ��'� W12-31 ,,1j,ONAL1N11,, sheet 2 oft3 . . ... . . . ... . . . . . . . . . . . . ... . . . : ... f 1 3 DESIGN LOAD CAPACITY - PSF 4 •/ � ! r LIGHT REINF. i • • • ••• • ••• i� GLASS'G6'k'G6A' • • •• • • • •• • CLUSTER OF 4 ANCHORS • • • • • • • • • Z 3 3/16"HEAT STREN'D GLASS AVERAGE AT STILE ENDS • • • • • • • • O PANEL WIDTH DOOR HEIGHT _ _ • • • • • • • - •- • 2 N a "•.' - INCHES INCHES EXT.(+) INT.(-) • ••• • • ••• • F W 090' Interlayer Q f av a Saflex Clear And Color Glass 36 70.0 70.0 1 In M Y. O o 0 OR Eastman Chemical Co.' 42 70.0 70.0 0 w ^ 48 Bo 70.0 70.0 � x 090" Interlayer •• • • • :00 • ••• •• p < DuPont Butocite PVB 54 70.0 70.0 •• :•: : : : : ;• •• v By 'E.1. DuPont De Nemoure & Co., Inc.' 60 70.0 70.0 • • • • • •• • • 0 W 3/16" HEAT STREN'D GLASS 36 70.0 70.0 • • • • • • • • • 0'0 j r1 00 z_ m 42 70.0 70.0 0 0.<0 coq qN48 84 70.0 70.0 0 N o7 c3 32 SILICONE GE RGS7700 54 70.0 70.0 Q W 3 LL N n 9 36 70.0 70.0 LL 2 N 0 In f 42 90 70.0 70.0Z tMtVV a w 'f 48 70.0 70.0 Q W i f I Li u 3670.0 70.0 0 a 42 98 70.0 70.0 m w 48 1 1 70.0 70.0 0 w � GLASS TYPE '136' 01 N 7/16"OVERALL LAMINATED GLASS � M Z � J Q 1/4"TEMP. GLASS LIGHT REINF. 3 U ONm i Z m 3/8"AIR SPACE AVERAGE PANEL WIDTH DOOR WIDTH o NUMBER OF PANELS n 3 3 Z^< 3/16' HEAT STREN'D GLASS N Z .090" Interlayer w a Soflex Clear And Color Gloss ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE N O By 'Eastman Chemical Co.' FOR DOORS WITH 3-1/2" SILL HEIGHTS. OR .090" Interlayer FOR 2-3/4" SILL HEIGHT LIMIT E)(T.(+) LOADS TO 60.0 PSF DuPontButocite PVB FOR 1-3/4" SILL HEIGHT LIMIT EM.(+) LOADS TO 34.7 PSF By 'E.1. DuPont De Nemours k Co., Inc.' SEE SHEET 4 FOR DETAILS 3/16" HEAT STREN'D GLASS c w o i In � 3 N SILICONE vg 0 2 GE RGS 7700 � M c v- 5 9 o8 w 9 9A c< All v GLASS TYPE 'G6A' �` EN �Pv 1-1/16"OVERALL INSUL. LAM. GLASS NO.70692 NOTE: Q a �1J i GLASS CAPACITIES ON THIS SHEET AREp 9TATEOF �. � drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ��'�•S,!�ZORID�'.• ��` W1•2_31 AND FLORIDA BUILDING COMMISSON DECLARATORY STATEMENT DCA05IDEC-219 �� O�ALIE`�`�� sheet3,lof13 % .. . . . % .. . . . . . %:. . . . . . . 3/16'HEAT STREWD GLASS 1/4' HEAT STREWD GLASS _ DESIGN LOAD CAPACrrY - PSF LIGHT INF. HEAVY REINF. ~ J11yE er 090' Intedayer � n And Color Glass Soflex Clear And Color Glass GLASS•G1'.4G2'.k' LASS'GI' 'G4&'G4 G 'GS' _N Chemical Co.' By 'Eastman Chemical Co.' CLUSTER 0 4 CH CL 0 4 CHO USTN OF•ANCHOR!CLUSTER OF 6 ANCHORS Z n 3 EAT STREWO GLASS 1/4" HEAT STREWD GLASS AVERAGE AT STI S AT SO � AT STILE!ENDS 0 AT STILE ENDS Z - - PANELINCHES TH DOORINCNHEESS M EXT.(+) gIdT.(-f 4tXT.(+) III EXT.(+)..I*T.(71 EXT.(+) INT.(-) 1� w N a SILICONE SILICONE 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 Q 0. N is GE RGS 7700 a GE RGS 7700 IY 0 0 0 0 942 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0Q48 8060.0 6�O 0 6�0 60. 8 9 80.0 95.0 0.54 60.0 d00 0 6&0 4BOA • 80..0 095.0 80.0 95.0 35 60 60.0 60.00 9 6%0 0. 8 9 80.0 95.0 (�G 0 o 66 1 1 60.0 10.0' 6#0 a 080.0 • 6111.0 87.0 80.0 95.0 Cr 00 u,M g C w 36 60.0 60.0 60.0 60. .8 .0 80.0 95.0 Q a.Q 0 coq 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 0ao O m 48 84 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 Q w ii N GLASS TYPE 'G1' GLASS TYPE 'G2' 54 60.0 60.0 60.0 60.0 60.0 88.3 80.0 95.0 u z f m 7/16'OVERALL LAMINATED GLASS 9/16'OVERALL LAMINATED GLASS 60 60.0 60.0 60.0 60.0 80.0 83.9 80.095.0 J Z M Q 36 60.0 80.0 60.0 60.0 80.0 95.0 80.0 95.0 42 60.0 60.0 60.0 60.0 80.0 93.8 80.0 95.0 �_ 1/4' HEAT STREN'D GLASS 4 48 90 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95.0 Mi m .090'Interlayer 54 60.0 60.0 60.0 60.0 79.9 79.9 1 80.0 95.0 0 DuPont SentryGlas 36 60.0 60.0 60.0 80.0 80.0 94.4 80.0 95.0 By 'E.I. DuPont De Nemours & Co., Inc.' m 4260.0 60.0 60.0 B0.0 B0.0 84.1 80.0 95.0 25 g 01 1/4'HEAT STREWD GLASS 98 w a 48 80.0 60.0 60.0 60.0 76.5 76.5 80.0 95.0 C m 54 60.0 60.0 60.0 60.0 70.9 70.9 80.0 95.0 M 6 GE RGS 7700 38 - - 60.0 60.0 60.0 60.0 60.0 60.0 c$a UJ g 42 102 - - 60.0 60.0 60.0 60.0 60.0 60.0 I o J ¢j u` a' 48 - - 60.0 60.0 60.0 60.0 60.0 60.0 M VI _ n 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 O N + 35 42 '108 - - 60.0 60.0 60.0 60.0 60.0 60.0 00 m n 0 48 - - 60.0 60.0 60.0 60.0 60.0 60.0 a Z 3 Z c^ w . 3Za CLUSTER OF 6 APPLICABLE j w AT HEAD ONLY w d J GLASS TYPE '133' CLUSTER OF 4 TYPICAL AT SILL O 9/16"OVERALL LAMINATED GLASS 1/4"TEMP. GLASS 1/4'TEMP. GLASS L[GHT REINF. HEAVY REINF. 3/8"AIR SPACE 3/8"AIR SPACE (� c AVERAGE PANEL WIDTH DOOR WIDTH o 3/16" HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS NUMBER OF PANELS � H U 090"Interlayer 090" Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE � v Saflex Clear And Color Glass DuPont SentryGlas FOR DOORS WITH 3-1/2"SILL HEIGHTS. By 'Eastman Chemical Co.' By 'E.I. DuPont De Nemours @ Co., Inc.' FOR 2-3/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF CT. w 3/16" HEAT STREWD GLASS w 3/16' HEAT STREN'D GLASS FOR 1-3/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF y i m i m SEE SHEET 4 FOR DETAILS 2 0 0 8 SILICONE 6 H SILICONE °< e 2 GE RGS 7700 m S 2 GE RGS 7700 c I il I II it �� P.•R�y4^JJ ��'� �, " 35 35 $ n 9A 9A N0.70b92 - $' p� rul � T'uI �S'f W NOTE: a GLASS CAPACITIES ON THIS SHEET ARE Q STATE OF j drowing no. GLASS TYPE 'G4' GLASS TYPE 'G5' ANDEDFLORIDA BUILDING COMMISSION ON ASTM E1300-09 (3 SEC. GUSTS) %,,'�S; .2oR�o�.•'G`�� W12-31 1-1/16" OVERALL INSUL. LAM. GLASS 1-1/16'OVERALL INSUL. LAM. GLASS DECLARATORY STATEMENT DCA05-DEC-219 77 s��A`tG�� sheet 3 of 13 .. . .. . . . Vo •• •• • • 000 a go* 00 00 ��•° 00 FL /15726 ic ae-15-u °ie10n9 SERIES-390 PLUM.SLIDING GLASS DOOR(LMA.) AL-FAROOQ CORPORATION G F °0 __ iOn ENGINEERS&PRODUCT gEvMOPANT• • • • ••• _ eAe•-r .o oe.oe.t: 9oerK" T.M. WINDOWS LLC. 12387"E • • • • • • • 601 N.W. 12TH AVE. MIAMI. FLORIDA 33114• • � • . • • POMPANO BEACH, FL. 33069 ° �Eu3oet ze.-eaoo x.(.�e)z•xasle • • • • • 4 —� ex q: TEL(951)781-H30 FAR.(951)let-5018 6•CO NL W -31T • •• •• • . . ... . . . ... . . . . . . . . . . . . ... . . . . ... (' 3 4 V 1 a • • • • • • • • • • Z 3 __--___ • • • • • • • • O h N J •'• • • • • • • •- W 2 OX(SHOWN) - _ • •.• • • •.• • Q f a XO o 0 0 xx O W Ixx�„1 V 06 iii i i i i� •• V'oU m . . . . . • a&>m s . . . .. .. G a Q o 0 Fr 0 OXO (SHOWN) XXX (SHOWN) --'--- ----- Q WWd a OXX OXX 491.19 -0-OM< xxo xxo % v ^O IL g a n O OXXO(SHOWN) 0 OXXX OXXXXO(SHOWN) `� M XXXX XXXXXXo J w I > qq APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS N �2 U :F NON-POCKETED 000RS TWO (2) TRACK FRAMES NON-POCKETED DOORS THREE (3) TRACK FRAMES = 31: " ppm m z_ 3 z^ � 3Za v X00 W w Hoa CQ - o 1` `g XXXX(SHOWN) oxxx i xxxD 0 � oag v0� c ,V N N0.70692 A � L, OXXXXXXO (SHOWN) ta____JEIEa xxxXXxxX �______ ,�------ -10 STATE OF A drawing no. APPROVED CONFIGURATIONS � S � �� W1 2-31 NON-POCKETED DOORR FOUR (4) TRACK FRAMES sheet 4 oft3 . . . . ...... .. .. .. .. ...... ...... . . ..... .... .... ..... .... .... . . rI 5152 6.500 8.598 ••••.• •.289 1 .078 .D76 .079 • l ts 1.269 1.269 1.269 +I 1.336 �211�9 •• ••1.623 0 i 997 997Li 99] ..124 .831 a.831 .831 .124 1.82 •• • F' �• a 1.267 1.267 1.261 .124 1.623 •. . 01. o tA1 2 TRACK FRAME HEAD ,e 3 TRACK FRAME HEAD © 1.827 IL u 4 TRACK FRAME HEAD �o OG 5.388 6.693 8.791 5.548 � 6.119 1.823 8.517 1.823 .078 Q'¢ N 8 .080 .080 .125 5. 2 .942 3.0�62-ma.9r4ry 2 I G ® O OCLLQ ZWdy nN3NmN�a .O]8 .078 2 .182 0=FYF 01 142 J 2 RACK FRAME SILL 3 TRACK FRAME SILL C 4 TRACK FRAME SILL 3 ,.w] 2.000- qd_K' g -r1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB ♦TRACK FRAME JAMB }1 1.490 249 S m o 2.004 .D]8 1 F- D76 I .100J 3.062 1.000-�I z J 4 3.895 2.089 1.000 � 125 2.397-^SII PANEL JAMB STILE �)SILL ANCHOR COVER 1.6]] 1 327 .125 F�7. -1 �N y1 z 'IF� I 1.687 .575 L�J 0 m o 310 1.885 .662 O I-•-2.111--I i� -V .712 -� 3 a u 900 1.298 062 .552 . lJ PANEL TOP&BOTTOM RAIL Q ASTRAGAL ADAPTER �;� 050 1--x000 /� GLAZING BEAD LJ JAMB COVER (j4:) HOLLOW STIFFENER 251 SOLID STIFFENER POCKET DOOR HOOK(TRIMMED) .D7e L.1 LNBNATED GLASS .75D .750 T .130- .310 4.812--4 ,.490 .750 .0]e 1.923 -� ,078 + o 1.298 .062 I .0]B � 2.752 078 1.752 3'502 2.128 u .078 / F--3.062 �) SIS LB .893 -� .893 .89� .66 .0191 7.062 8000 C1 STD.INNER INTERLOCK B 4--3.1w r1.71t 1-3/4'SILL RISER ;154 2-3/4-SILL RISER 3-1/2'SILL RISER I] POCKET DOOR HOOK - .982 1.071 H 4.000 .374 LIE7:11D .094 .094 "'TOO V FIX.PANEL CLIP 1.923 1.490 ,094 7 2.672n I 7.422 N0.70502 _1 36] 1.825 S};• * ;S} I .893 .897 J�- Y 2 --I 1.407 y{ mATeas ': aro: no. ao6z--I .0507 6� 1 .as] j`.. ung Ct 4 �''.liomon._� W12-31 BOTTOM RAIL(HIGH PROFILE) `/ STD.OUTER INTERLOCK FIX.PANEL CUP COVER 01-3/4'SILL RISER �M)2-3/4'SILL RISER (148)3-1/2'SILL RISER F1. #15726 NAL,�`��` sheet 7yot73 F i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• r' 3 V la I� b b a • • • • • • • • • • Z ; o • • • • • • • • OF a _ a •-• • • • • • • • _ Z PX (SHOWN) • ••• • • ••• • F. w a XP --- PXXX(SHOWN) 0 0 0 XXXP ow V --- •• • • • •• •f• •• d Ma a O LL I� • • • • • • • • • ICYc� o ••• • • • • •• • �U O a L___ •• • • • •f• •• C PXX(SHOWN) C XXP �o " (y Za_ o 10 UoI 7 I� tjl O la 11 BUY ♦ ♦ U� OI '� m la al o PXXP(SHOWN) PXXXXXXP (SHOWN) Of (O It til M IY Yl M o ~ o of V a al �w4 PXXXXP(SHOWN) 3 H UUQ CI N W I Q''M m APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS Z r POCKETED 000Rs TWO (2) TRACK FRAMES POCKETED DooRs THREE (3.) TRACK FRAMES 3za a- w moo N Hoo O R # d a r- ° a ti m PXXXX(SHOWN) XXXXP d- a o$ •� 8 _ dog (Y a a a a ♦ .y ti o Y ♦ ,....A � 3 IO OI ` �••�� x 3 Ia al ril No.70B92 n PXXXXXXXXP (SHOWN) vQ� •• STATE OF � � drawi0 APPROVED CONFIGURATIONS �i�s`r11►A1. ♦♦ POCKETED DOORS FOUR (4) TRACK FRAMES �4111IIiN`` sheet g of13 . . . . ...... • .... .... . . TTP}L PART i OVANTRY DSRCRIPTTON NATRRL L NANP./Su"=/R®IAWL9 •••:•• • •�� F 1A TM-347 1 2 TRACK FRAME HEM 8063-TB - .••.•• • ••• I 18 M-333 1 3 TRICK FRME READ 6w-T6 •••••• IC TM-mfi 1 4 TRACK FRAME HEAD 6083-TIS - •• • • Z ; 2A TM-331 1 2 TRACK FRAME SILL 6063-TIS - • • • ��,` n M IM-334 1 21TRACK FRAME SRL 6063-TB - • • Gas: •apw• a 2C TM-337 1 4 TRICK FRAME SILL 6083-T6 - •••••• ia'O R p 3A TM-}32 2 2 TRICK FRAME—8 606}-TIS - IS w U 38 1M-335 Z J TRACK FRAME JAMBIL fi06J-TB - p 3C TY-338 2 4 TRACK FRAME JAMB 8063% - 0-- 4 u4 TM-321 2/PANEL PANEL TOP ANO BOTTOM RML 6063-TB - V p 4A TN-}}p 1/PANEL PANEL BOTTOM PAIL(WON C, 6063-T6 - O o Q C g 5 TM-322 I PANEL JINB STIE 8063-TIS - C-.6 9¢ 6 TM-321 AS REOD, STO.INNER INTERLOCK 6063-TB - ar Np N w3u ] TM-SN AS REOD. STD.OUTER INTERLOCK 6063-TIS - Q � 8 TM-325 AS REM ASIRMIi STILE 6063-TIS - J OF n.5tN Q 9 TM-327 4/PANEL GLAZING BEM(LAY.GLASS) 6063-T6 - Q w M F 9A TM-326 4/PANEL GLAZING BEAD(LAY.INSUL GLASS) 6063-TB - O 10 TY-348 1/AX.PANEL Ak PANEL CUP 6063-TIS _ 11 1.-319 AS REpp. AX.PANEL CUP COYER 6063-1IS - R 12 TM-339 2 JMIB COYER 606]-TIS - 13 TM-347 AS REPO. POCKET DOOR H001t 6063-TIS 14 TM-341 AS REM. 2'SILL RISER 6061-TB i 14A TM-342 AS REOD, 2-3/4'SILL RISER IUM-T6 148 TM-343 AS REOD. }1/2'SILL RISER 606}-TIS 15A TM-350 AS REGO. 2-3/4'SILL RISER 8063-T6 J 158 TM-351 AS READ. 3-1/2'SILL RISER 6063-TIS - Q 18 TM-340 AS PEGG. SILL MC—COYER 606316 - 3 2 U Z N + 17 V54 As REDO. SCREEN TOP h BOTTOM RML 606}-TIS - O 1B M-355 AS REOD. SCREEN SILET6061-T6 - � Z.-m m 19 TM-357 AS REOD. ono SCREEN SORE 6063-T6 - n 3 3 2 i 20 iN-356 M REDO. oxo SCREEN ADAPTER 6061-TIS - �a 21 TN-344 AS REpp. FRAME HM SCREEN ADAPTER(3 @ 4 TR/C)CB) 6p6.T-T6 - N F-b d j 22 TN-345 AS REOD. ERNE SILL SCREEN ADAPTER(3 h 4 TRACKS) 8063-TB - O 23 TM-346 AS REOD. FRM1E JAMB SCREEN ADAPTER(3 M 4 TRICKS) 6063-TIS 24 N-328 AS REM HOLLOW SIR'ENER 806}Te [28 TM-329 AS REM SOLO STIFFENER 606}TIS /10%3/� AS REM FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS � N /12%1' 2/CORNER PANEL ASSEMBLY SI:REwS Sr.STEEL M SMS 1`/10 X 1' AS REGO. FIX.PANEL SCREWS.AT 6'FROM ENDS Y 2♦'O.C.MAX. ST.STEEL FPF SMS/TEKS 2/PMNEL ROLLER ASSEMBLY NSTDNORTSE HOOK LOCK FASCO E/.1-1020 4/UTE GLAZING GASKET(7/16'LAM.GLASS) NNYL MTRAFAB.32001 4/LITE GLA2WG GASKET(9/16'UJI.GLASS) VINYL MAESBURY SEALANTS: 32B W32011 4/LOT GLAZING GASKET(INSLU LAM.GLASS) VINri AMESBUtY FRAME AND PANEL CORNERS MID INSTALLATION SCREWS -0$ 33 21315 /S REM A SEAL PILE WSORIPPWG ULTRMM AT SILL AND JAMBS SEALED WITH JOINT SEALANT. 33A 3M71 AS REM AN SEAL PILE WSTMPPING - ULTRMM w 34 - AS REM BULB WSTIUPPING 35 - 2/LITE SETTING BLOCK.5/16'X 1/2'X 2'LONG EPO. —MK 35A - 2/LRE SERING 13LICK.1/8'X 1/2'X 2'LONG EPO. LAMATEK 36 - AS REOO, SELF ADHESNE PILE PAD(1-3/4'X 3-X 3/4-) Y/OOL ULTRMAB N.706N2 37 AS REM SELF ADHESIVE PILE PM(1'X 2-7/16'X 1/2-) WOOL ULTRKAB - 38 - AS REOD. SEL'ADHESM PILE PAD(1-5/8'X 2-7/16'X 1/2-) WOOL ULTRAFAB = v u 39 - AS REM,SELF MxNESIVE PRE PAD(I/6-x 2-7/16'%3/47 WOOL UL—M RALE OF dTOwing ne. 40 s •. ... W12-31 ( . ... . . ... % .. % .. . . ... . . . . ... TYPICAL ANCHORS 3 IN PAIRS 4ft 1: SEE ELEV. FOR SPACING TYPICAL hNCHOR% • ••• ICA VJHORS n TYPICAL ANCHORS IN PAIRS w IN PAI I PAI I 1BY SEE ELEV. FOR SPACING SEE E OR•�ACIN% � � •• • E ELE%ROK SPACING D � WOOD BUCK m Z n 3 EDGE DIST. 2 1/2" • • •ME•4L • • • p, - o aa • • STRUCTUaES • • C 1' n z STAGOEREO g F • ••• • • •• • F m a .1• ^• a• Arco 0 o n v OW x • • �Q Q 39 33 to • �••• • • • • •• _ _ •_• • • • = O of ••��• • • • • ••• •• �N 9.QQ B I.J ANCHOR ACCESS HOLES o 0-.O �q U) 4 TO BE COVERED WITHo n PLASTIC CAP a w 3 w y 17 LL Z I F.B.C.APPR'D MULLION J a M< J 1 SEE SEPARATE APPROVAL Q W f F I WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. m j ;1 11 1MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N d 1 ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. u 11 11 TYPICAL ANCHORS: SEE ELEV. FOR SPACING roi m M 1/4" DUI. ULTRACON EY 'ELCOJ (Fu-177 KSI, Fy-155 KSI) J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES S > W 1-1/2" MIN. PENETRATION INTO WOOD C7 t! 13 II 11 =Ua p _ = o THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/8'J MIN. EMBED INTO CONC. OR MASONRY 0 m m o w I _K $ a p j DIRECTLY INTO CONC. OR MASONRY 3 z I Lx II II �; 1-3/8" MIN. EMBED INTO CONIC. OR MASONRY o o J W 1 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) F I h ii h INTO METAL STRUCTURES 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1 o p ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINT D) /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") 4 (NO SHIM SPACE) zZ I � TYPICAL EDGE DISTANCE a INTO CONCRETE AND MASONRY - 2-1/2" MIN. STANDARD INTO WOOD STRUCTURE = 1" MIN. `o_ o$ INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. a •< C- PSI MIN. % JAMBS 3 90 HOLLOW/FILLED BLOCK JAMBS i'm =O 2000 PSI MIN. ..6 - HIGH STRENGTH GROUT L �i < IDGE OtST. • 1 <• Vc - 5000 PSI MIN. S o n NOT BY T.M.WDw. WEEPHOLES: No.70692 a k MUST TRANSFER SHEAR LOADS TO STRUCTURE W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL SHIMS OPTIONAL W2 = (6) 1" WEEP NOTCH AT EACH END OF SILLSTATEOF drawing no. �� •. TYPICAL ANCHORS ' A2at1oR.' SEE ELEV. FOR SPACING ' �� S'••..... �``� TWO (2) TRACK DOOR DETAILS ��is�o�ALlt�� sheet 6 of13 r • • • • •••••• • •• •• •• •• •••••• •••••• • • ••••• •••• •••• ••••• •••• •••• • • ••••• TR D./.pI�HORS ,N SINGLE OR pIX1RlF ROwS SEE ELEV.FOR SPACING •••• t0 SNIMy • 0, I� S I1• 29 • • • • Coo a� 0'.u F 0 Isa O-a N . c jo�fn TYPICAL ANCHORS Q w`.1 F r It AT 14 O.C. O LIMIT MAV.LOADS TO t60 PSF X I'MIN. EDGE DIST. (G) O (D) 9 1 <� 2. n In i z z A _ _ ... ...,.._,,,,W..... h 3za S 0 �bdJ O .......... J6 0 .. ........... a ] 24 S 5 EXTERIOR _________ ____________ ___________ de e -�8 18rl �IP ..... A a FL #15726 �� • ......... � N.7OW2 ��'- HTATE I>F Crawinge no. THREE (3) TRACK DOOR DETAILS W12-31 FOUR (4) TRACK DOOR SIMILAR �OIVA� a`` sneettoDrt3 t .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • _ _01 _ — • • •" • •- • • • • Ow A z 0. O W n Q U • ••• • • • • •• • O t • • • • • • • • • Q W M •• • • • • • ••• •• O 1 Q Q 0 N Q Q W 4 N LL Z JQMm �•1a � O m _ o v> K I 0) � Q d z J;2 o I Q QUQ a I II II II 3 O N W Y 1- rr I II II I I a ��m m S 2 II II I I M 3 z Z< (9 U II II I II I Z 0_ a o w a0 SEAL WITH H d g a I SILICONE W IIFO F I t4 k � t W I 4A 14 N I � I a I Lo 77 O I 5 � •3 LHI-PROF]; 38 [Tyas da$ ll 71 nOs ..... .. ..... ... e f `�'J,^ .I i� P. ••HIGH STRENGTH GROUT LIMIT MAX. UNIT MAX. LIMIT MAX. VC•�' �. i tDGE DIST. • ' I f'c a 5000 PSI MIN. EXT.(+) LOADS EM.(+) LOADS EXT.(+) LOADS n NOT BY T.M. WDW. TO 34.7 PSF TO 80.0 PSF TO 80.0 PSF No.?M - �• MUST TRANSFER SHEAR o LOADS TO STRUCTURE SHIMS OPTIONAL /4r M � '% STATE OF � `� drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING .F[ORID�.•C!`�`� W 1 2-3 TWO (2) TRACK DOOR DETAILS /////11111111 sheet 7 of13 4141 4141 4141. . 4141.... 4141.... . . . . 4141.... 4141.... 4141 4141 4141 4141 4141.... 4141.. 4141.. 4141... TYPICAL ANCHORS 41 0 0 0 0 0 0 1 IN PUBS SEE ELEV.FOR SPACING • •••••• EDt'i DIST. 2 1/2' WOOD BUCK •• • • • q SFAGGQtEO • • • 21. d •••♦ U oo tB V N a0 Wm9 as pa'a08 Al 0-3- � N a W N O N F^ I JZHQJ I a W N f I 1 1 - 1 1 1 I I I Q A m �$ 0 m RL - J W x ppm n g X I ;3z: I � I O I I I I I I I 02 o^ 1 02 F>@ 30 1 1 4 yk B1 os STANDARD - 8 J� 4 Ni1POLIRE5IRGIGTHARDENED OUT ,P• N� . e 3 22 1'c 5000 PSI IN. o TO STRUMIRE EDGE D6T. I<2-rte' -• NOT W T.Y.WWW. 1167DE02 E, d AGGERED LAS RANSFLN '7RQQ� E u TYPICAL ANCHORS �'V•'• .FATE OF _ Erowing no. AT OLE ENDS Tau-AN RS THREE 3 TRACK DOOR DETAILS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING ( ) FOUR (4) TRACK DOOR SIMILAR nnuln\ \\` sneer g ort3 1 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... V TYPICAL ANCHORS 4ft IN SINGLE OR DOUBLE ROWS • • • ••• • ••• j� SEE ELEV. FOR SPACING • • •• • • • •• • N • • • • • • • • • • m 114 MAX. • • • • • • • Q F A SHIMS -• • • - • • •- -• • Z g © O D.L.O. -O • ••• J • ••• • f m ° g LIGHT REINF. 5 3g S 24 HEAVY REINF, g O 0 0 OW X _. ___ _ _ : : • IL 000 00 38 . ..c ... ..• 1..5 • • O M •• • ••• •• Caao IL i�2 v n N g Q W ei f F 33 5 7 7 O � - m y D.L.O. EXTERIOR 0 PANEL WIDTH o CDQ N M DOOR WIDTH m� M " Z J W E BY WOOD BUCKS Q o TYPICAL ANCHORS N cn=U a IN SINGLE OR DOUBLE ROWS a SEE ELEV. FOR SPACING = O N zil 0-m 1/4" MAX. 10 11 1/4'MAX. O 1/4"MAX. 'rn 3 3 0 v SHIMS SHIMS SHIMS rn Z d X00 u w Hwa � METAL STRUCTURE 33 5 o 0 0 8 5 33 G*r N DOOR WIDTH TYPICAL ANCHORS TYPICAL ANCHORS Iv o IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS 0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING `````111111 1111j1''' N N0.70502 �QSTATE drawingo no. .;�''• FCORIDr'.•' ` W 12-31 . S '••..... G\\ TWO (22) TRACK DOOR DETAILS �/��Si®��AL1 `�� sheet g ot13 0000.. 0000.. .. .. .. .. 0600.0 ..6.00 60000 . 0 0 0 00000 0000. 0 0000 0000 . . TYPICAL ANCHORS •••••• • Imo' IN SINGLE OR DOUBLE ROWS 0 J^ SEE EIEV.FOR SPACING •••••• • •••IF 1/a'MAx. 6•6•6• � SHINS • • • Q !% W No l(:1 6 1 1 7 1 L.O.D.O5 `�j M 5 Z •HFAW RFJ•• g •00000 � 6.A O `J LIGHT KINK - 0000 0- S. 0. .. ,. 0 • __ ONm�ffi 4 zw_o J il'IQ� B Q H i s 7 33 5 O 7 SA D.Lo. EXTERIOR A PANEL.0TH $ o DOOR WIDTH U x n ler s �I.i� WOOD BUCKS Q TYPICAL ANCHORS N = IN SINGLE OR DOUBLE ROWS 3--" SEE ELEV.FOR SPACING ? OO m 1/4'MA%. 10 11 1/4•MAX. �l 1/1'IM%. Z3.3 Z i SHWS SHIMS SHINS w 0 J a k' O METAL S.M—,", Cv o Cv s .a X08 Ds L:. DOOR WITH _ 8 TYPIGL ANCHORS TYPICAE ANCHORS IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING `TTM 111 117ArA' µL� A Jucci+ap..0� � Nu 7002 � L�•. RTA7e OF � � drnwing9 no. XZC TWO (2) TRACK DOOR DETAILS A S��NALITT sn I . . . • . . . . . . . . ... . . . . ... TYPICAL ANCHORS 3 N PAIRS SEE ELEV. FOR SPACINGlay n I • • •• • • • •• • N WOOD BUCK • • • • • • • • • • Z CID 3 EDGE DIST. 2 llr0 F imp -STAGG _ •a' -- •a • ••• • • ••• • H W m N I 21' 00 O o 0 I p wWm. U 18 • • • • • • • • • 1IOYY� p W • ••• • • • • •• • 33 3 • • • • • •• • • V C M 39 ��^ •• • • • • • ••• •• VQog O�N;o � 17 I LL a mf N I JMrya � Q W i f ti I II I I I I I 0 1 II II II II II I I I — � II II I 11 II II If � O J N I II 11 1 �I II I II II � I I I I I I I I I II II I II II I II II � m II I!II II I! II (a a li I II ! II II 00 OIII II II III M xyx II II III II z J 4 N III P d II III J;l.� z Q U a II!I -i4 Iry N fn = n I I I aU a = i a0 K d w I III II II III •? 32 Q I hh lih 4h X00 , `°a � :I II it II 0 I I .I as la !I II a I�f li II I I I b� I I I II II II II III 2 I I :I II �I II II S I I 4 � y 17 I 30 I .a B1 w c m" o ag STANDARD $ 28 m o s c •.• ♦♦``6-1^111 11117T' ♦ JI' ...•• -- POURED HARDENED `♦�P,..'. I HIGH STRENGTH GROUT 22 Vc - 5000 PSI MIN. n EDGE DIST. 2-Z� y NOT BY T.M. WOW. N0.70592 AGGEREO MUST TRANSFER SHEAR _ 8 n LOADS TO STRUCTURE SAT L ANCHORILE S TYPICAL ANCHORS %'V••'•, �TE� :' `� drawing no. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR DETAILS ' •'• OR1DrG�♦♦� W12-31 FOUR (4) TRACK DOOR SIMILAR 7 S��NAL 1/1111111/ sheet 9013 . . . . ...... .. .. .. .. ...... ...... . 000:0 ••••. .... .... ..... • . • .... .... . . 0.0.0 0 0 •y�U •••••• 0 a•••)- .••••• • • 0000 Q ••Au • • Co 0 0 0000 Ow IL IY c u Uo �4 aow�s oa Ou�Wp$ IaL i�LL o J in¢'r QwS1F r O I� o� y aQsQ I Q 1 � ppm o Z a0 SEwRH f a AL SNCONE W I F I I W I 14 I QQpp ^ co aL 1 � (p� DB MI-PROFILE JB GL 5 1A n 1ss uuIII��''' O •HIGH STRENGTH OROIIf 1W MAX. WT MAN. LIYR NAX. :` �• ''�' \ EDGE fll5f.• I'c-5000M.. ENT.I+)EOA05 ENP.60. EOAos ENP.90. EOAGs NOT 9Y T.W.wDW. TO 34.T PSF TO 80.0 PSF TO 80.0 PSf Mu 70601 � a• B MONS TO SfRXIURREE -* * •*_- L S o SHIMS OPTHkUE � '�•'. mllRaF tlrawin9 no. TYPICAL ANCHORS ..\\�� RORfO!•:�' ` SEE ELEV.FOR SPACING I TWO (21 TRACK DOOR DETAILS ' �ONAI.W, W12-31 hnnlll\ sheet 7 of 13 l . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS 3 IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING n • • �.1 ••• • ••• • • ! 11 9 • _ • - z z I a _ Ow W U X • • • • • • • C1 o M O a �. �0 n Q WW N �W 0 J z CN)Q TYPICAL ANCHORS o Q W f F AT 14"D.C. LIMIT MAX. LOADS TO ±60 PSF w 0 8lL' I O m 3B � 1" MIN. EDGE DIST. M.- © O O O -J J 4 D o >� 24 6 N///,7 (f) n 2 L) Y 0 CO I ��m m Z_ _ I _ 6 & moo -' 6 N Hao a O d / 24 S 6 EXTERIOR --------- ------------ ----------- c •= 0 0 16 ' o 16 19 a< c FL #15726 No.70M 0' STATE OF '• � row THREE THREE (3) TRACK DOOR DETAILS W12-31 FOUR (4)TRACK DOOR SIMILAR SIMILAR ��iS�oNAl;1F1`�` sheetlpof13 .. . ••• • . . . . ...... .. .. .. .. ...... ...... . . ..... .... .... ..... .... .... . . TYPICAL ANCHORSV IN PARS •••••• • •� SEE EIEV.FOR SPACING THK ANCHORS T r&ANCHORS • TYPIGL ANCHORS IN PARS IN PARS •••••• SED& ••• IBL SEE ELEV.FOR SPACING m W SFE .FOR SPACING S[•.A.fO•4PACING 2 3 p,yT, 2 1/2' WOOD SUCK •H/TAL • • • STAxEREO 2 SWUCIUR� • Y 25 • •••• aN ••N� • p� •• O IL O Hu — — C,0 s \N \N GA<` ANCHOR ACCESS HOLES 0.5 r ♦ TOBE COVERED WITH 11 w 3 iT H -1: H WI APPR'D UA'1N SEE j t5 ncN i SEE SEPARATE APPRW/L Q I O i WOOD BUCKS AND METAL STRUCTURE NOT BY T.M.WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM R AND TRANSFER THEM TO THE BUILDING STRUCTURE. v ! 1 s TYPICAL ANCHORS: SEE a".FOR sPAcm ro LILTRACON BY'FICO'(Fv-Tn KSI,Fr155 KSI) U J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES - j wL` i u 1-1/2-MIN. PENETRATION INTO WOOD U) Y c z =U THRU 1 BY BUCKS INTO CONIC.OR MASONRY � �^�s ^ J H 1-3/8'MIN. EMBED INTO CONIC. OR MASONRY Z o $ 0 j DIRECTLY INTO CONC. OR MASONRY '''+ 3 i a o a j 1-3/8'MIN. EMBED INTO CONIC.OR MASONRY DIA- W �^ X 1/4'DSELF DRILLING SCREWS (GRADE 5 CRS) ME W INTO METAL STRUCTURES j STEEL 1/8'THK.MIN. (Fy-36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINT ) L /14 SITS OR SELF IX21WNG SCREWS (GRADE 2 CRS) Cq g I INTO F.B.C.APPROVED MULLIONS (MIN.THK a 1/87 to I (NO SHIM SPACE) $tl O TYPICAL EDGE MITAN_C a B 35 INTO CONCRETE AND MASONRY= 2-1/2-MIN.O Gs. SIANOAROINTO WOOD STRUCTURE= 1'MIN. o g INTO METAL STRUCTURE- 3/4'MIN. - 8 2A WOOD AT HEAD.SILL OR.MMES SG-0.55 MIN. CONCRETE AT HEAD.SILL OR JAMBS fc-WOO PSI MIN. C-,W HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. ......�.(�_ T HIGH SLRFNGIH GROUT \JF6MIP••''O'' .1F \ rc� .5000 PSI YW. S� '• asr. ;• NUTRr T.M.WHAT. WEEPHOLES: :• Na 700112 • MUST TRANSFER SHEAT T} {7= sy SLOADS HIMSOPRO�NAUL�U� W1 =(6) 1'WEEP NOTCH AT EACH END OF SILL * 8 W2-(6) 1'WEEP NOTCH AT EACH END OF SILL lTAE DF:•,r�\y/.!C_T tlrawingv no. SEES EEY�F'ORR SPACINGTYPICAL s`q•R•.A•L.�y `` W12-31 ORS TWO (2) TRACK DOOR DETAILS '�Fnnln\`\ sheet 6 0713 I . . •• .• • . . ... .. .. . . .. .. . . . . ... . . . . ... ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS IA TM-347 1 2 TRACK FRAME HEAD 6063-T6 - • • • ••• • 000 11 1B TM-333 1 3 TRACK FRAME HEAD 6063-T6 - • • •• • • • •• • • • • • • •' • • • • Z 3 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - • • • • • • • • Q r Z 2A TM-331 1 2 TRACK FRAME SILL 6063-T6 - • • • • • • • • • Z • ••• • • ••• • W I '• 2B TM-334 1 3 TRACK FRAME SILL 6063-T6 - _ - Q$ r a. 2C TM-337 1 4 TRACK FRAME SILL 6063-T6 - O W o p 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - d x 3B TM-335 2 3 TRACK FRAME JAMB 6063-T6 - •• • • • •• ••• •• lzp u 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - •• • V V. • •• C j ta- 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - • • • • • •• • • V p 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - • • • • • • • • • Q'C j M IL 5 TM-322 1 PANEL JAMB STILE 6063-T6 - •• • • • • • ••• •• 0 G 6 TM-323 AS REDD. STD. INNER INTERLOCK 6063-T6 - Q; O N 7 TM-324 AS REDD. STD. OUTER INTERLOCK 6063-T6 8 TM-325 AS REDD. ASTRAGAL STILE 6063-T6 Q m a w 9 TM-327 4/PANEL GLAZING BEAD (LAM. GLASS) 6063-T6 - W 9A TM-326 4/ PANEL GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - 0 10 TM-348 1/FIX. PANEL FIX. PANEL CLIP 6063-T6 11 TM-349 AS REDD. FIX. PANEL CLIP COVER 6063-T6 - c 12 TM-339 2 JAMB COVER 6063-T6 13 TM-347 AS REDD. POCKET DOOR HOOK 6063-T6 14 TM-341 AS REDD. 2'SILL RISER 6063-T6 1p a 14A TM-342 AS REDD. 2-3/4"SILL RISER 6063-T6 - g 148 TM-343 AS REDD. 3-1/2'SILL RISER 6063-T6 - M V 15A TM-350 AS REDD. 2-3/4'SILL RISER 6063-T6 - z Jj L L " 15B TM-351 AS REDD. 3-1/2"SILL RISER 6063-T6 - o J Q 16 TM-340 AS REDD. SILL ANCHOR COVER 6063-T6 - N =U 17 TM-354 AS REDD. SCREEN TOP& BOTTOM RAIL 6063-T6 - J O N Lg O] 18 TM-355 AS REOD. SCREEN STILE 6063-T6 - ¢ Z^ m 19 TM-357 AS REDD. OXXO SCREEN STILE 6063-T6 - n 3 Z a 20 TM-356 AS REDD. OXO SCREEN ADAPTER 6063-T6 - 21 TM-344 AS REDD. FRAME HEAD SCREEN ADAPTER (3& 4 TRACKS) 6063-T6 - w 0 N Hid 22 TM-345 AS REDD. FRAME SILL SCREEN ADAPTER (3&4 TRACKS) 6063-T6 - O 23 TM-346 AS REDD. FRAME JAMB SCREEN ADAPTER (3& 4 TRACKS) 6063-T6 - 24 TM-328 AS REDD. HOLLOW STIFFENER 6063-T6 - 25 TM-329 AS REDD. SOLID STIFFENER 6063-T6 - 26 - - - - 27 #10 X 3/4' AS REDD. FRAME ASSEMBLY SCREWS ST. STEEL PH P SMS 28 /12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMS o 29 #10 X 1" AS REDD. FIX. PANEL SCREWS,AT 6"FROM ENDS &24"O.C. MAX. ST. STEEL FPF SMS/TEKS ry 30 - 2/PANEL ROLLER ASSEMBLY - HSTDk 31 - - MORTISE HOOK LOCK - FASCO a 32 E70818KNIO20 4/LITE GLAZING GASKET(7/16'LAM. GLASS) VINYL ULTRAFAB Lsr 32A W32001 4/ LITE GLAZING GASKET(9/16"LAM. GLASS) VINYL AMESBURY SEALANTS: 328 W32011 4/ LITE GLAZING GASKET(INSUL. LAM.GLASS) VINYL AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS " o 33 21315 AS REDD. FIN SEAL PILE W'STRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. F < 33A 33371 AS REDD. FIN SEAL PILE W'STRIPPING - ULTRAFAB ``711111111AA// 0 34 - AS REDD. BULB W'STRIPPING VINYL - - 35 - 2/ LITE SETTING BLOCK, 5/16"X 1/2'X 2"LONG EPDM LAMATEK VII 8F 35A - 2/ LITE SETTING BLOCK, 7/8"K 1/2'X 2"LONG EPDM LAMATEK ,o n 36 - AS REDD. SELF ADHESIVE PILE PAD (1-3/4"X 3"X 3/4') WOOL ULTRAFAS 140.701104 a $. 37 - AS REDD. SELF ADHESIVE PILE PAD (1"X 2-7/18"X 1/27 WOOL ULTRAFAB 38 - AS REDD. SELF ADHESIVE PILE PAD (1-5/8'X 2-7/76'X 1/2') WOOL ULTRAFAB O 39 - AS REDD. SELF ADHESIVE PILE PAD (1/8"X 2-7/18"X3/4') WOOL ULTRAFAB � •., •TATE OF drawing n0. 40 - - - - - �.;�,'• Rtoltto►• �� W12-31 //ss�0lVAltt`7�� sheet 11 of 13) . . . . ...... .. .. .. .. ...... .... .... ..... .... .... . . Y-- ! --- ... .. •�t� �x__� �� ! ! 9 ••.••• • �••• j� •• • • • 0 ' PX (SHOWN) L • • • 4 PXXX(SHOWN) • • C O o %X%P •••• Ow $ " IL Co 0 18 0 o Gown$ a Pxx(SHOWN) 00 m XXP w;o« L6 � Qw�F k' s g inI MIT �I iA PXXP(SHOW) -_- --_ ml _- PXXX%XXP(SHOW) « � al s a P%XXXP(SHOWN) ? 0,F � gym APPROVED CONFIGURAnONS APPROVED CONFlGURATIONS Z3z n Po xET o 000ac TWO (2) TRACK FRAMES PocXE7Eo 000Rs THREE (3) TRACK FRAMES 3 z a g oma� 01 0 u � PXXXx(SHOW) .] XXXXP _a$ JqN « �� Na 70M PXXXXXXXXP (SHOW) -•••pper�' {r _- § s :�Q•'. 6nOE OF Erow�ng no. APPRPOCKEfEO DOORS ONS S Al W1Z-3� FOUR (4) TRACK FRAMES s�nnnn` sneer 5 0+13 • . •• :0 .• • 0 •f. . 0 • . ,•• 5.152- 6.500 0.598 --•j 1.289 4 U 078 I 078 .078 • • f •• • •I! 1• i� • • •• • 1.289 • ci 1.269 ❑ 997 1.269 997 1.269 ❑ ❑ 997 '.33�00' • 0 • • .12�• 83 f m� • f • • • f z_ Z.831 .831 • • • -• •••' • �'W m _ _ .831 .124 1.82 a f a 1.267 1.267 1.267 .124 1.823 n W 1A 2 TRACK FRAME HEAD 18 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD •• • • • • • •• 1'823 o LL • • • • • • • a s.54a •• i 6iF19i i i•* 1 42 8.517•• (� 5.388 6.693 8.791 D M .080 .080 .125 f• 0 • •• •0i • ••f Qat< g .768 .942 •942 .942 .078 0N 0 N 382 382 382 .078 a W�+.W N Ot T- 0 0 0 T- 7 I�-5.142J zW(m(yy a w Q W ai£ H 2 TRACK FRAME SILL 28 3 TRACK FRAME SILL 2C 4 TRACK FRAME SILL m 2.000 3.062 ^] O 3B 3C 1.407 I 1.26a 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB g m a on 1.573 1.490 249 N 2.004 .078 M W .078 I .100 050 0 .887 .897 U 3.062 4.000 i J � 1:t 4.000 3.895 - .125 2.397 o J j t< 1.761 .078 Q PANEL JAMB STILE 16 SILL ANCHOR COVER 1.677 1 327 1.687 .125 ,094 3 0Nm .575 .310 1.885 62 o z'-O m 7--- 1 I I e' 3z a JI-. 2.441-moi 11.900-^i •312 M 3 Z N 1.298 062 .552 ,050 .078 w �- 0 PANEL TOP & BOTTOM RAIL V ASTRAGAL ADAPTER �- 72 W F 10 a r 4'000 24 GLAZING BEAD 12 JAMB COVER HOLLOW STIFFENER 25 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) 078 O LAMINATED GLASS .750 .750 .130 .310 4.812 ^1 1.490 1.923 .750 .078- A 078 � c� 1.298 062 .078 2.752 •078 .078 0 rc 1.752 3.502 •094 2.428 .078 },062 GLAZING BEAD •893 .893 662 v 9A LAM. ING GLASS .893 8'000 Q6 STD. INNER INTERLOCK 3.140 T 7.062 F�-1.714 15 Fes-- • 0 0$ �- 1-3/4" SILL RISER 15A 2-3/4" SILL RISER 158 3-1/2" SILL RISER 13 POCKET DOOR HOOK .982 1.071 u 0< 4.000� �_ -�. .374 N I `11�1t11i 11 11�7j O 2.048 .094 .094 `� �Q;.•-' �'�� n • B 10 FIX. PANEL CLIP UBF 1.923 j j1.490 .094 2.672 No.70592 o n 3.422 _ y 367 1.625 1.407 fes- .078 I .893 .893 3.062-moi .050-1771, .893 STATE OF : drawing no. 40A S 0 BOTTOM RAIL (HIGH PROFILE) Q STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4'• SILL RISER 14A 2-3/4" SILL RISER 148 3-1/2" SILL RISER FL #15'726 '�25j111fA1i111� ``` sheet�2of�3 0f F • • t � • • • 0000•• 0000•• • • • • 0000•• 0000•• • • • •• •• •• •• 0000•• •00.00 • • •�••• f0•• 0000 •00•• • • • • ' 0000 0000 • • 000.0• • • i • V� 1 1 •00000 • �000 - � •000•• IV •• • • • • • • 0 i yyR� ox(yam) f 0 •0004, a • • a v xx 0000 01 IL Q(a a. • OaQi8 �'1ma �(� NSo OXO(5110wN) XXX (SHOWN) ______ ^______ �w�u 6 oxx oxX LL z n f xxo XXO J w N O 1 1 1 oxxo(s N) LM i t 1 r-1r-� r-i r--i (�(•� '9i a. oxxx oxxxxo xxxx xxxxxx � J] N a2 APPROVED CQNFIGURATMNS APPROVED CONFlGURATONS NON-POCKETED DooRs TWO U TRACK FRAMES NON-POCKETED DOORS THREE (3) TRACK FRAMES i= o m- Z3o 3 a m z f�ak F 3 i 1 • — c e 02 `oz t` �T� L %XXX(sNowN) oxxx --J1--x -- --� � H xxxo as os AFI,y N.MM - oxxxxxxo csNowN) ----�Yf�--+-�1• ------^-Y-------- _ ``.. XXXXXXXX QTAIE pc + � Crowing no. APPROVED GONFlGURATONS � NON-POCKETED ooORS FOUR (4) TRACK FRAMES ' �ONAU� �`` 4 0113 �T� sheet t • • • • • • • • • • • • ••• • • • • ••• �v s _� • • • • • • • • • Z 3 • • • • • • • • Q' J /J{a O W O O M U a Q / • • • • • O'0;M p • • ••• • C aao G 0a•� O ILz �=m Jifm(y< � Q W O C) w o Q m � N g � � � M v FRAME TOP CORNER Z V o PANEL TOP/BOTTOM CORNER N 3=v + ONc r Q Q�a] m Z 0 3za N Hwa k' 27 0 •2 U N i Hilla ;T. -" 0 o g N p O C ```1111111 1/��7j/ O i n No.70662 = $, FRAME BOTTOM CORNER � drawing no. W12-31 i��OIVAL1j1111 sheet 13 of 13 - i .. t 1 f a n OA 056 Ove 919 0'09 0'09 0a 0'08 L9T O 0'S6 0'09 9'06 0'09 0'09 0' 0'09 09 S0 S[ m P O A AM 058 Ov9 0'96 0'09 0v8 0 0'09 K m9 OSB Ow O'S6 Ove 0'09 O 0'09 w 6 \ 6 m O 056 0"se ON 008 00 0'09 i+ I I C � i v o A 0' 0'09 0'SB 006 0'09 0' 9 0'09 9C OOLL 3N0011sou 6 N u DOLL 100fVS 9 �••� (-Ym •Ho• (-)"ux (+)Ec9 (-Jb9 N1 (N'r3N3 Sus r 30MNY SSVq O.N3e15 1V3H.t/l SSVM O,N3HL5 1V3H.9l/[30 83 /130 N31s0D ��wFe '�a> 1n U^Uaaa3.�s ,90,',tO. -.0 I-po P '"D•9Uo5 woq ppJ 9w 10 •MWS •/�•• M �On �a(wowl.060' +TWIN.060' •l�• • r•••�a�'0 QY07 N'JISdO SSM10 O.N3&S IV3H.t/L SSV 10 O.x3t"rax.91/S • • •••• •••• ••••• •••• •••• ••••• • • •••••• •••••• •• •• •• •• • •••••• • • • • • Page 1 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 1 3000 1 300 PW 9/16 HS PVB M3+/-80 CUSTOM 48 Even 96 Even 9/16"CLEAR HS.090 BUTACITE ARCADIA SILVER EXTERIOR R+0Studi0,LLC ARCADIA SILVER INTERIOR ( , NO COLOR This review is only for general conformance with the design O GRID AL GNMENT NO COLOR concept of the project and general compliance with the information given in the Contract Documents. Correction or comments made on the Shop Drawings during this review do not relieve Contractor from compliance with the requirements U-Factor=1.03/VT=0.77 of the plans and specifications. Approval to a specific item SHGC=0.65/CR= 0 shall not include approval of an assembly of which the item is G001 a component. Contractor is responsible for:dimensions to be confirmed and correlated at the,job site,information that Line Item Tot; pertains solely to the fabrication process or to the means, methods,techniques,sequences and procedures of construction,coordination of the Work of all trades,and for 2 3000 3 300 PW 9/16 HS PVB M3+/-80 CUSTOM 42 E preforming all work in a s safe and satisfactory manner. 9/16"CLEAR HS.090 BUTACITE [:]APPROVED ❑REJECTED ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR JXAPPROVED AS E]REVISE AND l q 0 7 i q -05— NO COLOR NOTED RESUBMIT NO GRID ALIGNMENT NO COLOR 11/09/2016 4:32:42 PM U-Factor=1.03/VT=0.77 General Notes: SHGC=0.65/CR= 0 1.Approval of color is contingent on Owner G002 approval. Line Item Total 1,162.85 3,488.55 3 0002 2 2"X 6 1/4"TUBE MULL CUSTOM 0 Even 96 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR s NOA#'Jq-0731 �06 • • •••• •••••• G002 Mulls • � •.•.•• Line Item Total 0000 305.64•.e 611.2 "• • sees go** 4 3000 3 300 PW 7/16 ANN M2 +/-70 CUSTOM 42 Even 54 EvNt:00: .• ••••• 7/16"CLEAR ANN LAM.090 BUTACITE •• •• •• •• •••.•• ARCADIA SILVER EXTERIOR •••••• • • ARr-AnIA SILVER INTERIOR ' **so:* iq-07MVpS NO COLOR :sees* NO GRID ALIGNMENT NO COLOR • • • :.•••: •• U-Factor=0.75/VT=0.71 SHGC=0.57/CR= 0 G003 I iBy: 23172 on 11/09/16 at 14:18 I From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION C ' 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 4 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 660.54 1,981.62 5 0002 2 1"X 4"1/8"TUBE MULL CUSTOM 0 Even 54 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA/* 1 -0731.0 6 G003 MULLS Line Item Total 123.91 247.82 6 5007 1 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 68 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGRFSS HINGF.Anr) NOA:1q 1730,lq NO COLOR 525 CASEMMENT SCREEN U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 G004 CM Line Item Total 1,117.77 1,117.77 7 5008 2 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 36 Even 68 Even 9/16"LOW E 366 CLEAR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM Quantity of 3, as per A2.00 on the North FULL VIEW RAISED OUT/LO PRO IN CUSTOM wall of the Music Room. ARCADIA SILVER EXTERIOR •••• ARCADIA SILVER INTERIOR • • •••• ••••• NOA.111 -- 0?/14 ,0,57 NO COLOR •. • . • NO GHID ALIGNMENT NO COLOR ••. ••••• • • ..•... U-Factor=0.95/VT=0.37 ...•• SHGC=0.24/CR= 0 •••••• G004 FIXED • • • • Line Item Total •••••• 869.96 A,739.96•• •• • 9 5007 3 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 56 EvQ ;`; • • 7/16"LOW E 366 CLR ANN SFLX • • ' • •••••• HINGE LEFT • • • • • ARCADIA SILVER EXTERIOR •• • ••• • . • ARCADIA SILVER INTERIOR I ••; EGRESS HINGE ADD NOA[il J030 r1q NO COLOR 525 CASEMMENT SCREEN U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net G005,06,07 Line Item Total 952.43 2,857.29 10 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 33 Even 72 Even 7/16"CLEAR ANN LAM.090 BUTACITE ARCADIA SILVER EXTERIOR ARCADIA SILVFR INTERIOR J -07.tq,©3- NO COLOR N GRID ALIGNMENT NO COLOR U-Factor=0.75/VT=0.71 SHGC=0.57/CR= 0 { G008,G009 1 Line Item Total 686.46 2,745.84 11 0002 2 1"X 4"1/8"TUBE MULL CUSTOM 0 72 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA#tg073ia0� i 08,09 MULL Line Item Total 139.38 278.76 12 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 36 Even 72 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCADIA SII vFR INTERIOR •••• 14--0:7igJs0S NO COLOR •••••• •••••• NO GRID ALIGNMENT NO COLOR •• • • • • • U-Factor=1.03/VT=0.33 •••• •••• �••••� SHGC=0.27/CR= 0 • • • • G010 • • Line Item Total •• •• 810.09• •6,240.36••• • 13 0002 3 1"X 4"1/8"TUBE MULL CUSTOM 0 72 Even • :.,.;. "' • ARCADIA SILVER EXTERIOR : .•. • •••••• ARCADIA SILVER INTERIOR •' • ••• • • • NOA#14--0731 ,19(7 • • G010 MULLS By:23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 139.38 418.14 14 8054 2 805 XO+80/-90-GLASS A CUSTOM 66 Even 60 Even 7/16"LOW E 366 CLR ANN SFLX FULLVIEW FIXED CUSTOM FULLVIEW SASH CUSTOM SILL RISER SWEEP LOCK AT MEETING RAIL BLACK ARCADIA SILVER EXTERIOR -H ARCADIA SILVER INTERIOR ® STAINLESS/BALL BEARING WHEEL UPGRADE VOID ® NOA M.D.# 0a NO COLOF ® 805 SCREEN U-Factor=1.08/VT=0.47 SHGC=0.29/CR= 0 G011,G012 Line Item Total 1,170.65 2,341.30 15 5007 1 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 36 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGRESS HiNM=ADD NOA. 2�'4f—j t),S0 r I q NO COLOR 525 C-AISEMMENT SCREEN U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 G013 ��•� Line Item Total •• 695.79000 695.79•••r 16 5008 2 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 42 Ev•r�: •�� 7/16"LOW E 366 CLR ANN SFLX ...... FULL VIEW EXT LOW PRO R/R CUSTOM •"' "•• • • FULL VIEW RAISED OUT/LO PRO IN CUSTOM •••• •••• ••••• ARCADIA SILVER EXTERIOR •••••• • • :::::o•••• ARCAnIA Ru A/Ge IKITERIOR • • • NOA 114..0 71 q,0S NO COLOR • NO GRID ALIGNMENT NO COLOR • U-Factor=0.95/VT=0.37 • • i•••i• •�••�� SHGC=0.24/CR= 0 : .�• • ;....; G014,G025 �• ••�• : • Line Item Total 459.82 919.64 17 5008 3 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 18 Even By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION C 10801 NW 14TH STREET UNIT#101 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 305-513-0514 786-333-0365 ' Ref# 148011 PO# Date 7/07/2016 c Line Mdl Qty Description Color Width Height Unit Cost Net 9/16"LOW E 366 CLEAR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM FULL VIEW RAISED OUT/LO PRO IN CUSTOM ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA� NO COLOR NO GRID, ALIUNMtN t NO COLOR U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 G015 Line Item Total 445.96 1,337.88 19 5007 1 525 CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT r ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA j q •-j❑3O a NO COLOR 525 CASEMMENT SCHEN U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 l G016 CM i Line Item Total 659.18 659.18 20 5008 1 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM FULL VIEW RAISED OUT/LO PRO IN CUSTOM ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR • • NOA I q•-0'7 1 g a 0 S NO COLOR • NO GRID ALIGNME 1 NO COLOR . � • � U-Factor=0.95/VT=0.37 •• • • • • SHGC=0.24/CR= 0 •'•••• • •••••• G016 FIXED •'•••• • • • Line Item Total • •• • 463.9��• 463.94 •••••• • • ••••• 22 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 60 Even 54 Event .. .. •. ...•.• 7/16"LOW E 366 CLR ANN BUT .•.••• • .' ARCADIA SILVER EXTERIOR • ' • • ARCADIA SILVER INTERIOR •••••• I `�71 .Q5_ NO COLOR i e�. • s••..i •• •.• • Na GRID ALIGNMENT NO COLOR T U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G017 By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 983.55 983.55 23 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR W-07 1 'd NO COLOR NO GRID ALI NMENT NO COLOR U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G020 Line Item Total 424.63 1,698.52 24 0002 9 1"X 4"1/8"TUBE MULL CUSTOM 0 Even 48 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA#III—O731,0b 20,21 MULL Line Item Total 118.75 1,068.75 i 25 3000 8 300 PW 7/16 ANN M2 +/-70 CUSTOM 27 Even 48 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR j q Q 7 I 'II,5" NO COLOR ."". Nu urau ALIG MENT NO COLOR ' • •••• 606••• • U-Factor=1.03/VT=0.33 ,,�•�• � � � •••••• SHGC=0.27/CR= 0 •••• •••• • • • • • • Line Item Total •`;• 463 11 • VF,705.36•••• • 26 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 18 Even • • 7/16"LOW E 366 CLR ANN BUT • :•••:• ARCADIA SILVER EXTERIOR • • • ' • • ARrAn'e cu VFR INTERIOR •• • ••• • • •••• 1 fT —0_7 M,Q 5— NO COLOR • NO GRID ALIGNMENT NO COLOR U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 By: 23172 on 9/19/16 at 19:23 { From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33;172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 ,Line Mdl Qty Description Color Width Height Unit Cost Net G024 Line Item Total 335.57 335.57 I 27 3000 6 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 24 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR 01 •-07114,©r NO COLOR NO GRID ALIGNMENT NO COLOR U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G026 Line Item Total 339.55 2,037.30 29 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 42 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR AR(`anm Q'I yFR INTERIOR H -0'7 1,1/ '05— NO COLOR NO GRID ALIGNMENT NO COLOR U-Factor=1.03/VT=0.33 SHGC=0.271 CR= 0 G025 Line Item Total 386.07 386.07 30 8054 2 805 XO+80/-90-GLASS A CUSTOM 66 Even 42 Even •,.,, 7/16"CLEAR ANN.090 SFLX • • FULLVIEW FIXED CUSTOM • • • • FULLVIEW SASH CUSTOM :•••:• •• SILL RISER •••i•• • `•"`• SWEEP LOCK AT MEETING RAIL BLACK •'•••• • • • ARCADIA SILVER EXTERIOR •••• •••• • • ARCADIA SILVER INTERIOR •••••• •••••• ••••• ® STAINLESS/BALL BEARING WHEEL UPGRADE. VOID •••••• • • ••:.• ® NOAM.D. ��tZt7Hi0� NOCOLOF •• •• •• •• ••••.•I • ® 805 SCREEN ` ` i•�•�• ••••'• U-Factor=1.08/VT=0.68 • • • •.•••• SHGC=0.58/CR= 0 •• • !�•• • G027,G029 • Line Item Total 785.32 1,570.64 31 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 30 Even 96 Even By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION C 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 7/16"CLEAR ANN LAM.090 BUTACITE ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR 'I't-O7 11,d'S-' NO COLOR NU GRID ALIGNMENT NO COLOR U-Factor=0.75/VT=0.71 SHGC=0.57/CR= 0 G028 Line Item Total 807.41 807.41 j 32 5007 2 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 48 Even 7/16"CLEAR HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGRESS HINAF Ann— NOA I K-10'30 .. j NO COLOR 525 CASEMMENT SCREEN U-Factor=0.95/VT=0.52 SHGC=0.48/CR= 0 G031,G032 Line Item Total 765.07 1,530.14 33 5007 2 525 CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 48 Even 7/16"CLEAR HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA q Lf - 10 jQ ,l NO COLOR 525 CASEMMENTSCh EEN U-Factor=0.95/VT=0.52 •• • ;�� •� SHGC=0.48/CR= 0 600V• • •••••• G033,G034 • • • • { Line Item Total • "• 626 1` 1,252.4 • Totals •• •• •• .4q.833.1fo{••{• • • • • • •••••• Deposit of Windows Manufactured by TM Windows, LLC Grand Total 41,833.15 By: 23172 on 9/19/16 at 19:23 d MIAMI•DADE ML4,5•II--DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION " T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA} w„nv.miamidaae.govleconomy Innovative Window Concepts,LLC 2005 Corporate Drive Boynton Beach,FL 33426 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 RER- Product ERProduct 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. RER 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 113040/3062"Aluminum Fixed Window-L.M.T. APPROVAL DOCUMENT: Draiving No. W0444, Series titled "Aluminum Fixed WindoN (L.M.I.)", « ,� I-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled and there'has been•• •• no change in the applicable building code negatively affecting the performance of N4 product. • •• TERMINATION of this NOA will occur after the expiration date or if there has bee1i•rrrevision or change••• • in the materials,use, and/or manufacture of the product or process.Misuse of thig"OX as an endbrsement of any product, for sales, advertising or any other put-poses shall automatically temMi aro this NUA'Failure to comply with any section of this NOA shall be cause for termination and removal RXe QA. 000• •• ••• 0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade•C3ottnty,'l+lori&, and 0 0.0• followed by the expiration date may be displayed in advertising literature. If art} Uitfon of the NOA is •, 0000.. displayed,then it shall be done in its entirety. 0 0 0.0 0 INSPECTION: A copy of this entire NOA shall be provided to the user b;Jjtt•QnanufarAPret; or it:•••• distributors and shall be available for inspection at the job site at the request of the Building_Official.: This NOA renews NOA No. 12-0216.03 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 Jaime D. Gascon,P.E. NOA No. 14-0714.05 MfAMiDADE wwm F. 5E Expiration Date: August 26,2019 l e6 V 11A Approval Pate: August 07,2014 Page 1 f i r Innovative Window Concepts,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-04, Series titled "Aluminum Fixed Window (L.M.I.)", sheets 01 through 05 of 05, dated 01/14/04 with revision "E" dated 07/08/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad,P. E. f 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) Small Missile Impact Test per FBC,TAS 201-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3062 and 3072 aluminum fixed "picture" window, prepared by American Test Lab of South Florida, Test Report No. ATLSF-0625.01-14, dated 07/07/14, signed and sealed by Stephen W. Warter,P. E. t 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Large Missile Impact Test per FBC,TAS 201-94 f 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series3040 and 3062 aluminum fixed "picture" window, prepared by American Test Lab of South Florida, Test Report No. ATL-0530.01-03, dated 06/25/03, signed and sealed by William R. Mehner,P. E. and Henry Hattem,P. E. (Submitted under previous NOA No. 05--0706.05) •••••• •••••• C. CALCULATIONS •••••• •••••• 1. Anchor verification calculations and structural analysis, cbmlying V th FBC...: 5th Edition (2014), prepared by Al—Farooq Corporation, gjVs 07/09.1;1,•signed •, and sealed by Javad Ahmad,P.E. ...... ..:..' 2. Glazing complies with ASTM E1300-04/09 ••••• •••• •••••• . . . . ...... D. QUALITY ASSURANCE •••••• 1. Miami—Dade Department of Regulatory and Economic Resources*(RER).... :••••; Jaime D.Gascon,P Product Control Section Supervisor NOA No. 14-0714.05 Expiration Date: August 26,2019 Approval Date: August 07,2014 E-1 t Innovative Window Concepts,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 5'b Edition (1014), issued by Al—Farooq Corporation, dated 07/09/14, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. ATLSF-0625.01-14, issued 'by American Test Lab of South Florida,dated 07/07/14, signed and sealed by Stephen W. Warter,P.E. 3. Department of State Certification of INNOVATIVE WINDOW CONCEPTS, LLC Was a limited liability company, active and organized under the laws of the State of Florida,dated 02/28/14 and signed by G.McLeod, examiner for Secretary of State. 4. Statement letter of conformance to, complying with FBC=2010/ 2007,•and of no financial interest, dated 01/13/12, signed and sealed by Javad Ahmad,P. E. (Submitted wider previous NOA No. 12-0216.03) 5. Laboratory compliance letter for Test Report No. ATL-0530.01-03, issued by. American Test Lab of South Florida,dated 09/30/03, signed and sealed by William R. Mehner,P. E. and Henry Hattem,P.E. (Submitted under previous NOA No. 05-0706.05) G. OTHERS 1. Notice of Acceptance No. 12-0216.03, issued to Innovative Window Concepts, LLC for their Series "3040/ 3062 Aluminum Fixed Window — L.M.I.", affl* don .. 6666.. 04/19/12 and expiring on 08/26/14. • 6666.. .•.60. 6666.. 0.6.00 6666.. 6666 6666 6666 6666 6666. • 0060.• • • t Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.14-0714.05 Expiration Date: August 26,3019 Approval Ditto: August 07,2014 E-2 . . . . . . . . . . . . ... . . . . ... V . •f 6"SDS • 12"%MAXI '• ••FALSE MUNTINS • m" • •(SURFACE APPLIED) o • •• • : • MAY BE USED Z o. d • • . 111 . • . N LL • •• • • w • ..'I • Ips k II I Q_g J 11 -till 3 G II II yyI ----_�--_---TI'"--' W elf ii li U I I • � g � Y v U N.-. 3. Z d o 8 49 1/16" ;oLL D.L.OPG. Io12 o x Z Q U 53 1/8" a: 3� WINDOW WIDTH = U a i __ Z (Y THESE WINDOWS ARE RATED FOR'LARGE.k SMALL MISSILE IMPACT. TYPICAL ELEVATION D a o SHUTTERS_ARE*NOT REQUIRED. TESTED UNIT C)p `" ZND�D DAYLITE OPENINGS: = D.L.O. HEIGHT = WINDOW HEIGHT - 4.062" ALUMINUM FIXED WINDOW (j,.M L D.L.O. WIDTH WINDOW WIDTH - 4.062" DESIGN LOAD RATINGS'FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE 1d DOW CORNING 995 DOW CORNING 995 CHARTS SHOWN ON SHEETS 2 dr 3. - gg � APPROVAL APPLIES TO SINGLE UNITS OR SIDE 8Y SIDE 3/16-ANN.GLASS 3/16'HEAT STREWO GLASS COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER 090"Interloyer •.090"Interlayer f3 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Sofia.Clear And Color lass DuPont SentryGlas 44 aa a MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. By.'Eastman Chemical By'E.I. DuPont De Ner)ours k Co.. Inc.' m 3 S S ,LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3/16-ANN.GLASS 3 i6"HEAT STNEN'D CLASS PRODUCT ItL'NBWF.D / / m complying with the Wall& 'WILL APPLY TO ENTIRE. SYSTEM. UuildingCode AcceptmlccNa '/y� tj^L .. a• .t r.-;a fmtnA .�ft Z01 8 3 0 0 0 THGa IS.PRODUCT HAS BEEN DESIGNED AND'TESTED TO COMPLY WITH THE 7i a rn REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 7 7 --_ Se��.,,> a m u o HURRICANE ZONE (HVHZ), < o d p a u II U Mimul Dndo Product ConlroT'� ---7 IBY OR 28Y'WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. :'I li ' :'I I �� y 4 n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS O II Ip :I li Engr.JAVAD AHMAD cmi EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL-DRESSING.OR STUCCO. I F C.Ivi.1 70 92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN.THESE DETAILS ARE o NOT PART OF THIS APPROVAL. JU 14 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r SERIES'0040 'SERIES 3062 Browing no. MATERIALS INCLUDING OUT NOT LIMITED TO.STEEL/METAL SCREWS, THAT GLAZING OPTION 'A' GLAZING OPTION 'B' 1 04-04 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TILE ;REQUIREMENTS OF THE FLORIDA BLDG. CODE, GLAZING OPTIONSsheet 1of S . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . 0% DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP lm�-�u GLAZING OPTION 'A' GLAZING OPTION 'B' ''--'W'1 • • • ••• • ••• • • s• • • • •• •' WINDOW DINS. SERIES 3040 WINDOW U111S. SERIES 3082 ' • • • • • • • • • • Z i WIDTH LENGTH E1R.(+) �1M.(-) WIDTtI LENGTH �FJct.(+) INT.(-) • • • • • • • • 19-1/8" 62.0 .62.0 19-1/8' 90.0' 120.0 L. ••• ••• ••• ••• ••• _ al - 24' 62.0 62.0 24' 90.0 120.0 26-1/2" 62.0 62.0 28-1/2' 90.0 120.0 % LL 32" 62.0 62.0 32' 00.0 120.0 .00 • • • • •• ••• •• 37" 20' 62.0 �•62.0 37' 26, 90.0 120,0 3� i;iii p •.40" 3) 82.0 _62.0 40' (3) 90.0 120.0 • ••• • • • • •• • (((�� r 48" ( 62.0 62. 48' 90.0 120.0 • • • • • •• • • 53-1/8' 62.0 62.0 . 53-1/8' '90.0 120.0 j�QjE; ••• : : ••• : : :•• ••• �9 60" 62.0 62.0 60' 90.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED V < VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q dl 78" 62.0 62.0 - 76' 90.0 120.0 19-1/8" 62.0 62.0-- 19-1/8' 90.0 120.0 24' 62.0 62.0 24' 90.0 120,0 26-1/2' 62.0 62.0_ 26-1/2' 90.0 120.0 Q a 32" 62A 82.0 32' 90.0 120.0 37" 62.0 62.0 37' 90.0 120. 38-3/8' 38-3/B' ry 40' (4) 59.8 59.8' 40' (4) 90.0 120.0 46" 59.8 59.8 48' 90.0 120.0 53-1/8' 59.8 59.8 53-1/8' 90.0 120.0 Z 60` 59.8 59.8 60' 90.0 120.0 v,U N^ 73' 59.8 59.6 76' 90. 120.0 i ZO 19-1/8" 62.0 62.0 19-1/8' 90.0 120.0 z U "1 24' 82.0 82.0 24' _90.0 120.0 r3 !r 26-1/2" 82.0 62.0 26-1/2' 90.0 120.0 O ,$ 32' 82.0 82.0 32' 90.0 120.0 4 a¢ 37' 62.0 62.0 37' i 90.0 120.0 U W 1 50-5/8" 50-5/6" �_ Ot.m 40' (5) 57.4 57.4 40' (5) 904 120.0 O Z .48' 47.8 47.8 48" 90.0 120.0 s 'U O 53-1/8" 45.3 45.3' 53-1/8' 90.0 120.0 �j h 7 55' 45.3 45.3 60" 90.0. 120.0 Z N m�{ 19-1/8' 82.0 82,0 66' eels 118.1 24" 62.0 62.0 76' 70.0 76.4 26-1/2" 62.0 62.0 19-1/8' 90.0 120.0 32" 83" 62.0 62.0 24' 90.0 120.0 37" (6) 62.0 ..62.0 26-1/2' 90.0 120.0 40" 57.4 57.4 32' 90.0 1204 c[ :t 44" 52.1 . 52.1 37' 63" 90.0 1204 e p 19-1/8" 62.0 62.0 40' (6) 904 120.0 u 24" 62.0 62.0 48' 90.0 120.0 26-1/2" 76' 62.0 62.0 53-1/8' 90.0 120.0 1,II00116-RI-NEWED 32" (7) 62.0 62.0 60' 70.0 67.6 1 a a con+pl7in,4�viGl it.l:Io+idn . 0u61dm0 C-1k 4 - 37' 62.0 62.0 70' 70.0 64.4 ACti INItC NO •_O A'O c• N 19-1/8' 90.0 120.0 _ lrrG:L//q ryry ()INDICATE NO.OF ANCHORS FOR SHOWN DIMENSION 24' 90.0 120.0 �1IT__„_,,._ 26-1/2' 90.0 120.0 Y Mumd❑4dc�rodo+U Control'b ' 32' 76' --90.0 120.0 37' (7) 90.0 120.0 E�qr.JAVAD ANMD 40' 90.0 120.0 NOTE: CML FIA.PE 0 70592 44" 88.5 �70.0 7.9 GLASS'CAPACITIES ON THIS SHEET ARE CAN.3538 u s 48" 70.0 6.4 BASED ON ASTM E1300-09 (3,SEC..GUSTS). 53-1/8' 70.0 6.4 2014 M: 58' 70.0 drow+ng no. INDICATE NO.OF ANCHORS FOR WO4-O4 SHOWN DIMENSION �eet QDT� . . ... . . . ... . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP V GLAZING OPTION 'A' GLAZING OPTION 'B' GLAZING OPTION 'B' • • f"'�W i�• • ••• Ip4' 0 WINDOW DIMS. SERIES 3040 WINDOW DIMS. SERIES 9062 WINDOW DIMS. SERIE9 3082 • • • „ •: •• Z ; WIDTH LENGTH. EXT.(+) tNT.(-) WIDTH LENGTH EXT.(+) INT.(-) WIDTH LENGTH' EXT.(+) 1NT.(-) • 0 24" 62.0 62.0 24" 90.0 120.0 24" 90.0 120.0 L • • • • ••• • _. W. 62.0 .62.0. 30" 90.0 120.0 30" 90.0 120.0 _ 38" ,62.0 62.0 36' - 90.0 120.0 JB' 90.0 120.0 U 42' 82.0 62.0 42" 90.0 120.0 42' 90.0 120.0 •• . • • ••• •• 48" 82.0 82.0 48" 90.0 120.0 48" 72" 88.3 _ 117.8 3 '%iii • • • • • • • - I. °• 54" 24" 62.0 62.0 54" 24" 90.0 120.0 48" (6) 70.0 _ 76.4_ • •• 14=u s •• • r 60' (2) 62.0 . 62.0 80' (2) 90.0 120.0 54" 70.0_ 75.2 - -- • • • 86' 82.0 62.0 B6' 90.0 � 120.0 60" 700... 00 _ 87.6 NOTr• s• • • • • • ••• •• a 72' 62.0 62.0 72" 90.0 120.0 61" 70.0 66.5 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 6 VERTICALLY OR HORI20NIALLY AS SHOWN ABOVE. 8 QI m$ 78' 62.0 67..0 78" 90.0 120.0 24' 90.0 120.0 � 84" 62.0 62.0 1 84" 90.0 120.0 30" 90.0 12_0.0 LLQ 24" _ 62.0 62.0 24' 90.0 120.0 90.0 120.0 T? pp-Y: 30" 62.0 62.0 30' 90.0 720.0- 39" 84" 90.0 120.0OE 36" 62.0 6210 36" 90.0 120.0 42" 7 70.0 76.4 42" 62.0 62.0 42' 90.0 120.0 48" 70.0 76.4 48" 62.0 82.0 4B' 90.0 120.0 53" 70.0 76.4 54" 36" 62.0 62.0 54' 36' 90.0 120.0 1 24" 90.0 120.0 'i 80' (3) _ 62.0 62.0 60' (3) 90.0 120.0 30" 90.0 120.0 66' 82.0 62.0 _ 66" 90.0 120.0 34' 96" 90.0 120.0 vL3 N�o 72° 62.0 _62.0 72" 90.0 120.0 36' (6) 70.0 76.4 3 Z a 78" 62.0 62.0 78°, 90.0 120.0 42" 70.0 76.4 V 24 62.0 62.0 84' 90.0 120.0 1 46' 1 1 70.0 76.4 3. 30" 62.0 62A 24' 90.0 120.0 O INDICATE NO.OF ANCHORS FOR a IO Wo 36' 62.0 _62.0 30" 90.0 120.0 SHOWN DIMENSION X Z V=n 42" 48' 54.6 64.6 _ 36" 90.0 120.0 3 p w�I 48" (4) 47.8 ~47.8 42" 90.0 120.0 Z m -54" _47.8. 47.8 48" 90.0 120.0 a U p e 58" 47.8 47.8 '54' 48' 90.0 .120.0 - O V)Z La. 24' 62.0 62.0 60" (4)' 90.0 120.0 Z N m 30' 82.0 _.62.0 66" 90.0 120.0 36" 60' 62.0 62.0 69" -88.3 117.8 -� 42' (5) 54.6 54.6 72" 70.0 76.4 TT 46' 1 49.9 49.9 1 78" 70.0 76.4 & 24" 62.0 62.0 84" 70.0 76.4 RR g .30' 72" 62.0 62.0 24" 90.0 120.0 c n tl 36" (6) 62.0 62.0 30" 90.0 120.0 - 2 39" 58.8 58.8. 36' - 90.0 J 120.0 -3 24" 84' 62.0 62.0 ,42" 90.0 _120.0 30' 62.0 62.0 48" 90.0 120.0__ PRODUCT RENEWED 8 33" (7) 62.0 62.0 54" 60' 88.5 118.1 ns mmplyinG wiUi the fimlda Build i I Cod. 24' 98" 82.0 62.0 55" (5) 86.9 115.9 Acecytmcee�l•!o�'7" �C 2� c) e m ry• 30" (8) 62.0 62.0 80" 70.0 67.6 ()'INDICATE NO.OF ANCHORS FOR Or 70.0 67.6 SHOWN DIMENSION A11mni Da&Product Conuo c 72' •70.0 67.6 74" 70.0 67.6 g. En9r:JAVAD AHMAO 1 NOTE: CMLFLA.PE 70592 F. , GLASS CAPACITIES ON THIS SHEET ARE C.A..3538 k BASED ON ASTV E1300-09 (3'.SEC. GUSTS). r S 8 j 7014 drawing no. W04-04 sheet 3 of 5 . . ... . . . ... i . . . . • • TYPICAL ANCHORS METAL 1BY WOOD BUCK STRUCNRE ]�Y Wpp BUCK SEE NOTE ON SHEET 1 SCC ELEY.FOR SPACING - • • DR\•�• • • 4 • MIAMI-DADE COUNTY APPROVED • • •• 1YIt I y�T INURE • • TYPICAL ANCHORS • • i • • • MULLION RATE NOA MULLION ANCHORS • • a0 i V SEE ELEV. FOR SPACING • 1 • • • • • Z +�e .e d •4'e �.4:.+ I + SEE SEPAR • • • • • C !8 I rTYPICALCHORS dl I I IQ. I li 8 2 SEEElFV. FOR SPACING TYPICAL ANCHORS_ 400 II SEE ELEV.FOR SPACING ; z�� 1 I t II I W�EF II Ir rl II TYPICAL ANCHORS: SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT 8Y I.W.C. I� I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM y4" DIA. ULTRACON BY 'ELCO� (Fu-177 KSI,Fy=155 KSI) '9H' u u AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 215Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD I i � THRU 1BY BUCKS INTO CONC. OR MASONRY z Na !2, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z U n,� 'I 'I DIRECTLY.INTO CONC. OR MASONRY 3 3 0 4 q f If 1-1/4" MIN. EMBED INTO CONC. OR MASONRY X w= 3 M �x a a �l14 SM OR SELF DRILLINGREWS (GRADE 2 CRS) I I� II INTO METAL STRUCTURES it° �w � W H it STEEL.: 12 GA. MIN. (Fy s36 KSI MIN.) ? 0 p ALUMINUM : 1/8" THK. MIN..(6063-T5 MIN.) Z (STEEL IN:CONTACT WITH.ALUMINUM TO.BE PLATED OR PAINTED) < z o}o ZNm n n #10 SMS OR SELF DRILLING SCREWS r II INTO MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS (MIN. THK. = 1/8") I (NO SHIM SPACE) Ir 'r is y' TYPICAL EDGE DISTANCE C 8 £ li r� INTO CONCRETE AND MASONRY = 1-1/2" MIN. 0W INTO WOOD STRUCTURE = 1" MIN. u 3 15 INTO'METAL STRUCTURE = 3/4" MIN. u b A?ZZ ks I ;I CONCRETE f'c - 3000 PSI MIN. B C-90 HOLLOW/FILLED BLOCK fm a 2000 PSI MIN. 2 SRALA.N - ° a s s19 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH + N Y N E.V,:JAVAD AHMAO CML d. FLA PE 1 70592 0 a CA.N. 5 . •, .. .. P 2014 RODUCT'rcNGtvro JUL 9 L as co;nt.lyinl;wiUt Ole Florida I g a d TYPICAL ANCHORS ... v •, ° Acc?rkm:c i•:o_�. 4 nJ • 8 SEE ELEV. _. TYPICAL ANCHORS drawing no. . e SEE EEEV. IisylTi?�, tc F t{ �"7 FOR SPACING ,.ABY W86 BUCK I FOR SPACING ,.._•_ W04-04 SEE NOTE ON SHEET 1 ^ Ivliemi Da:I�Vro,lutt CnmwZ"� sheet 4of �j . . ... . . . ... .. .. . • . .. .. . • . . • . . . . • • . . .•• . • . . ... 1.045 ITEM PART/ QUANTITY DEMIATE SCRIPTION RIAL MANY./SUPPUBR/REMARKS �u �---• --�j 1 021-024 4 WINDOW FRAME • •_ _9J61-Ts• - • Z 021-020 4 GLAZING STOP •• •80 -T3 •• • --•- G 'Pp 4 /8% 1"�Z/CORNER ASSEMBLY SCREWS •• • • • QRS PH SMS• • Z ij 2 011 r 886 5 015-008 2/UTE SETTING BLOCK. 1/2"'X 1/4��1 — FRANK �W I1�ROMETfR 8515 SHORE A 0 1 _ I _ ,.,..L.: _ 6 015-007- AS REOD..• GLAZING WEDGE _RICIO VINYL MUSTER TOOL 1.031 7 015-006 AS REDO. .105-SPACER,AT 6'FROM ENDS k 12'O.C. IPOLYURETH&NE I FRANK LOWE • ••• • • • n 2.810 • • • • • ••• ••• •• G FRAME TYPICALANCHOERVS � FOR SPACING 1/4"MAX. 1/4" 062 SHIM O SHIMS TYPICAL ANCHORS SEE ELEV. p��1/4"SHIM }S 5S TYI'• 1.011 C' FOR SPACING TYPICAL ANCHORS 2 SEE ELEV. FOR SPACING j z M--1.779A O,• _ JJ N GLAZING STOP v � 6 z e A METAL - P. � Z STRUCTURE 0 (g M cc _ _ _ _ _ _ _ _ _ _ _ _ . Y W000 UCK Z _ R oIOI' 4 - _ = WOOD STRUC E .600 I A ..� 6 1 aV O W I ley 143 7 EXTERIOR WOOD BUCKS z o z �_.—.P -..L.OPG. • q>OOO WEDGE GASKET WINDOW YAOT z$o z cvM 4 ` . / MIAMI-WOE COUNTY TYPICAL ANCHORS C gn /• //�V MPR,D CLIPPED MUIIKIN ,SEE ELEV.FOR SPACING o 'p P SEE SEPARATE NW P.P. / � PRODUCPILGNI*.WBU 0114. 1 1_1 lorid.V✓/�C Miami UaAu Iioduel Contml'� EW.JAVADµW40 •� g CIVIL 33 FLA PE/70592 . —`T'• CAN.3338 I.W.C.WINDOW WIDTH I.W.C.WINDOW WIDTH 4.1 b t .SEE CHART FOR CAPACITY` SEE CHART FOR CAPACITY 14 Browing no. I W04-04 � FRAME CORNERS sheet So><_5 MIAMI-DADS D•IIAhII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad&gov/eeonomy ES Windows,LLC — 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER 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. RER 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 Velocitv Hurricane Zone. DESCRIPTION:Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mullions",sheets 1 through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,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 manufactiret'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.4 TERMINATION of this NOA will occur atter 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 Cpunty, Florida, and•.•••• followed by the expiration date may be displayed in advertising literature. If any.port;on of�-tlne..]iOA is • displayed,then it shall be done in its entirety. •••••• 0.00" INSPECTION: A copy of this entire NOA shall be provided to the user by•tine"ManufactA or its,•'•' distributors and shall be available for inspection at the job site at the request of the Aujcjipg Offiew..' ••••• This NOA revises and renews NOA#12-0308.37 and consists of this page 1 and evadeao page:E-i and •• •• E-2,as well as approval document mentioned above. .. .. •• •• •••••• The submitted documentation was reviewed by Manuel Perez,P.E. ' 0000.. • • 0000.. 0000.. All + MIAMI DADE COUNTY r NOA No.14031.06 �. � Expiration Date: September 16,2019 Approval Date: September 18,2014 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, 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)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 588-04, 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 diagramm of windows mulled together, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyinj with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5t Edition (2014), prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) { E. MATERIAL CERTIFICATIONS •••• 1. None. • . . .... ...... ...... . ...... .... .... . . .... .... ..... .. .. .. .. ...... E) • anyefPe eZ P. • PrditctCo tri xaminer • • i NOA -0'11.06 Expiration Date: September 16,2019 Approval Date: September l8,2014 E-1 t 7 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Sti' Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. 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 NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I., approved on 05/31/12 and expiring on 09/16/14. a . . .... ...... ...... . ...... .... .... . . Akalillel Product-Control Exa�uiner ••••• •• NbA No.111.06• • Expiratim Date: September 16,2019 Approval Date: September 18,2014 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... r Vli � R tiv vu nl �� • ••• • • ••• • 0� N ulc--c❑ r — — � 3i 3.000 Ij. •• .•. •• 8 . .�' F � _ i JII a"'•N - NSG PYDa1•Ct • •• 1a'` ` w, 4.001, TPIC& I WW FRAME O 3 . �� LL 5.000 II 1 � �y 1' 8.000 --�� 11 3.000 4.000 rZ 11 U V)�! + —__....___........... .... �_` TUBULAR$NAPES p II e !.MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY 8063-T6 I AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED I IMPACT AND NON-IMPACF RESISTANT PRODUCTS. �- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS ED IryI� LL RECTANGULAR ALUMINUM'TUBE MULLIONS I_ vi a`O USIrIG MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL 3 n SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACINGNOTESO THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY i HURRICANE ZONE(IMIZ). (4- C-4 Q` ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST.MEET THE W N m APPLICABLE BUILDING CODE REQUIREMENTS LE: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LINOS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT '';§I1 EY� TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). ggI pRI�Io ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS 0it!�g R;w u ARE NOT PART OF ITIS APPROVAL. � iCI 12,21 A LOAD DURATION INCREASE IS USED IN OLSICN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS, THAT n;'u COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMEItTS OF THE FLORIDA BLDG.CODE. INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP f DETERMINE DESIGN LOM RFOUIRED PER ASCE l FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OME COUNTY APPROVED GLAZING PRODUCTS j MEETING ABOVE LOAD REOLAREMENTS. Eer: nJAVAO AHMAO MipDUCT REVISED '$TEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CNILnc cmipl)ing with the Florida APPROVAL A.RPE/.70592 Building Code USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C.AN. SSB All!ptance Nn ,IiJ�. A '' Bz m11m[hve !d t 9 •STEP 4.DESIGN RATING MORE THAN DESIGN LOM SPECIFIED (AO�� W II IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING /f AN N/"/I I tMlfatp' drowing n0. I MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. �li�'J J!. L' _-•/ y : M04-04 I ishcei i ofof—91; . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 1.000 p- r 1.000 323�+-r .. 2.000--�- 1 • tt.l . • I• 250 w IIa J 1?5 . N25 • • • • 1.000 -�{ -T.000--j 1.000 �_ , 5 .336 1' t-125 I . : 0 • : : 't j ,25 p I I-1 I .125 4.000 .125 4.000 3.000 4 of � 3.000 .I25 f •• • • f • f f ar �I 6.000 • :6.•00 •• • • • •1• V Q h .338 .323 5.000 Qr IS Y1 Ix 1.466 IN\41-,Ljj 'l-u . - 1 1 Ix 2.975 IN\4 .125 .125 -.250 O yyy��>6 Ix = .950 w\4 Ix - 2.037 w\4 Sx = .977 m\3 Sx 1.487 IN\3 SX = .634 IN\3 sx - 1.018 IN\3 1 X 3 .1 X 4 1 X 3 1 X 4 5CUSTOM-MULLION 1 _�1Ul WON STD. MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-16 8063-T6 6063-T6 �2000� Ix n 2.04 114\4 lx = 2.76 IIN\ Ix = 15.068 N\3 _{.125 Sx = 2.062 IN\3 Sx = 2.758 IN\3 Sx 5.068 Iw\3 n �Z u 2.000- 2X5 2 X6 2X6 01I F y ��t o STD. MULLI 125 ON STD. MULLION fjAVY MULLION `n I 6063-76 6063-T6 6063-76 j Z)' > I�JJm .125 .720 1.690 i W I�J 4.000 m tal F- <I' � 3.000 .125 ~�� I .156 NP. �IIp�r7 N .12s 1,405 i LJ 2.750 3.250 N j 'I e4i J N Ix = 1.467 rN\4 lx = 2.978 I1\4 2.000 - La N Sx .978 w\3 Sx = 1.486 w\3 1 2 X 3 2 X 4 STD, MULLION 4.500 -i I Ib �p_MULLION �,� N 6063-T6 6063-T6 Q NOTCH NOTCH cl 'F OPTIONAL 1/2" OPTIONAL °i � lI �S _ TYP. 1/2" TYP. .125 0 2.000 Ed - MIN.EDGE DIST. Ed Ed - MIN. EDGE DIST. 1/Z"FOR 1/4"DIA.ANCHORS 1/2"FOR I/4"DIA.ANCHORS 5/8"FOR 5/18"DIA,ANCHORS 5/8"FOR 5/18"DIA.ANCHORS Ed, o jv1ULLI0N CLIP MULLION CLIP T S�S13'B 6063-T6 6063-T6 _I -2.000--1 �- Engr.JAVAD AHMAD PRODUCT RSVMU A,I r 8 CMI. a complying wi0l the Flodds FLA.PE 1 70592 SS Ed. Building Code Ail � II I C.A.N.;353a AcceptmlccII ttx rmtlon Date Ed � MIN.FOCE DIST, UL 21..2014 oy�� 1 a' ,a J I/2"FOR t/4"DIA.ANCHORS Miwr Pro Kt CaJ,(l -d �drawin- s/s FOR 5/16"DIA.ANCHORS ' M04-04 ANGLE CLIP J:` ✓ 6063-T5 ,shCCf 2 of 9� . • ... . . . ... • . . • . . . . . . .. DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) - DESIGN LOAD CRPACITY - PSF(TUBE MULLIONS) '-DESIGN LOAD.CAPACITY - PSE'(TUBE MULLIONS) 1 X3 1X4 1 X3 1 X 4 1 3 1 X• •• • e CUSTOM CUSTOM CUSTOM CUSTOM ••• TOM CUSTOM _ • �� jl WINDOtl.DIMS. - WINDOW DIMS. WINDOW DIMS. ,* --.. 1X3- 1•X4 2 X 3 2 X 4 '2X5.2% 0 2X0 1 % 31.X4 2X3 2X4 2 X 5 2'X6 2X6 1X.3 • X44. 2•X3 !X•4 X!! 2x8 XB .o WIDTH(w)NULL.SPAN'STD. STD.. STD. STD. STD. :STD. HEAVY WIDTH(Vi)HULL.SPAN'STD. STD. ' STD. ,STD. STD. STD. HEAVY VADTH(W)MULL.SPAN STD. OSTIA WD.. STI. ST • STD. AVY Z jl 19-1/8" - 150.0 150.0 150.0' 150.0 150.0 150.0 150.0 19-1/8' 74.6 140.9 115.1. 150.0 150.0 150.0 150.0 19-1/8' 3 55. 96. 146.10 �O 26-1/2' 150.0 150.0 _150.0 150.0 150.0 150.0 150.0 2$-1/2' SS8 101.7' - 83.1 148.6 150.0 150.0 150.0 26-1/2" _ _ 27.3 - .39.9 .69.8 ..105.5 _150.0_ --- 30' 150.0 350.0- 150.0 150.0 '150.0 150.0 150.0- 30' 47.5 '89.8 73.4 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 .61.7 93.2 150.0 37" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 3d.5 72.6 59.5' 106.4 118,9 750.0 150.0 37" - - - 26.8 50: 75.5 138.- 42' 149.6 150.0 150.0 150.0 150.0 150.0. '.150.0 4 33.9 64.2 52.4 93.8 131.2 150.0 150.0 42" - - - 25 44:*g6- 1273 G 48" 38-3/8" 130.9 150.0 150:0 150,0- 150.0 150.0 150.0. '48' 74-1 4" 19.7 56.1. 15.9 82.1 11A.8 150.0 150.0 48" LTO' - - -04022.0 •3Bfj 58o,• 107. / -- - 54" 116.3 150.0 150.0 150.0 150.0_ 150 0 150.0 54' -• 26.4 49.9 40.8 72.9 102.1 135.2 150.0 54" - - O- • -O 34 51 95.1 60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60' 23.d 44.9 36.7 65.8 91.8 121.7 15p.0 60" - -• -• O - 30.5 •46%0 8. ' -'--- - --..-- 66" 95.2 1500 746.8 150.0 150.0. 150.0 150.0 66' 21.6 40.8 33.1 59.7 83.5 110.6 150.0 66" - - - := 28.0 42.3 77:8 ._...__..- _._.._.... 72' 87.3 140.1 734.6 150.0 150.0 150.0 150.0 72' - 37.4 30.6 .54.7 765 101.4 150.0 . 72" - - - - 25.7 38.8 71.3 W& 19-1 8" 150.0 150.0 150.0 150.0 150.0 150.0 1500 19-1/8" 51.5 110.1 795 150.0 150.0 150.0 150,0 19-1/8" - 28.5 20:5 41.6 72.7. 115.6 150.0 Q 3 . -- - ..._.-- .....__ -_ _ -_ .. __ �._-._.--. 138.2 150.0 150.0 fh 150.0 150.0 150.0 150.0 28-1/2' 37.2 79.4 $7.4_ 116.1 150.0 150.0 150.0 26-1/2" - _205 - 30.0_ 52.5 83.4 150.0 IL 1 JO" 120.J 150.0 150.0 150.0 150.0 150.0 150.0 30' 32.8 70.Z 50.7 102.6 tiJ.S 150.0 150.0 30" - - - 26.5 46.3 73.7 135.4 --_._-.. '1_._ _- -.. fu 37 97.6 150.0 150.0 150.0 150.0 150.0 150.0 37" 26.6 56.9' 41.1 83.2 116.4 150.0 150.0 37" - - - 21.5 37.6 59.7 109.8 42" 85.8 138.0 132.6 .150.0 150.0 150.0 150.0 42' 23.4 ,50.1 36.2 73.3 102.5 135.6 150.0 42' - - - _33.1 52.6- 96.7 -- -� 48" 50-5/8" 75.2 120.8 1,16.0 150.0 150.0 150.0 150.0 48" 84" 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" -- - - - _ _29.0 46.1 84.6 54' 66.8 107.3 103.1' 150.0 150.0 150.0 150.0 54' - J9.0 28.2 57.0 79.7 105.6 150.0 54" - - - 25.7 40.9 75.2 ........ ..._ _..._...._ _..._.._........_........._._ _..__ ......_ I to 60" 60.2 96.8 -92.8 141_2 150.0 150.0 150.0 . 60 - 35.1 25.3 51.7 71.8 95.1 150.0 60' - - - - 23.2 36.8 67,7 Z� n 66' 54.7.. 87.8 84.4 128.1 150.0 150.0 150.0 68' - 37.9 23.0 46.6 65.2 .86.1 150.0 66" - - - - 21.1 33.5 61.5 O 72"- 50.1 80.5 77.3 117.7" 150.0 150.0 150.0 .72" - 29.2 21.1_ 42.7 59.8 79.2 145.6 77" - 30.7 56.4 J 19-1/8" 143.8 150.0 ,150.0 150.0 . 150.0 150.0 150,0 19-1/8" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 l9-1/8" - 21.9 - 32.0 56.0 89.0 150.0 UJ} ..... _ ...,_ ..�._ .... . Q i� 28-1/2" 103.8 150,0 150.0 ,150.0 150.0 150.0 150.0 26-1/2' 24.9 53.4. .38.4 78.0 124.4 750.0 150.0 26-1/2" - - 23.1 40.4 64.3 118.0 1 Jm 30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30" 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - 20.4 35.7 56.8 104.3' M Li 37' 74.3' 119.3 _114.7 150,0 150.0 150.0 150.0 37" - 38.2 27.5 55.9 89.1 118.0 150.0_ 37" - `- - 28.9 46.0 _84.5 42" 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42" - - - - _ _25.5 40.5 74.5 ^M 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 .48' g6" -' 29.5 21.7 43.1 88.7 91.0 150.0 48" 144' - - 22.3_ _ 35.5 65.2 50.9 81.8 76.6 119.5 150.0 150.0 150.0 54' - 26.2 - 38.3 61.0 80.9 148.6 54" - - - - - - 315 57.9 Z I- .. _.._.._ . ._ --' --' - - . - -- _..__.. > 3 Z t1. n 60" 45.8 73.6 70.7 707.6 150.0 150.0 150.0 60' - 23.6 - 34.4 54.9 72.8 133.7 60" - - - _ - 28.4 52.1 � __-....- __ ... -.. __ __ __ ___-_.•_ 88' 41.7 66.9 64.3 97.8 136.8 150.0 150.0 66' - 21.4 - 31.3 19.9 66.2 121.6 66" - - - - - 25.8 47.4 Q I N N v -..__.._... _.., ..._._._-._ _.__.... .. ..- W 72' 38.2 61.3 58.9 89.6 IT5.4 15-0-0. 150.0 72' - - - 28.7 45.8 60.7 111.5 72" - - - - - 2J.8 43.4 U7 3 k' `-' 19-1/8" 721.9 150.0 150.0 150.0. 150.0 150.0 150.0 19-1/8" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 -.0 "1 '-----' "'--' ARCHES TO BE INSCRIBED --HORIZONTAL MULLION 28-1/2' 68.0 111.2 1J5.7 150.0 150.0 150:0_ 150.0 26-1/2' 37.5 27.0- 51.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE 30' 77.7 124.8 119.9 150.0 750.0 150.0 750.0 30" - 33.1 23.9 48.4 84.6 115.0 150.0 _ 1 .._ _.._.. 37" 63.0 101.2 97.2 147.9 150A 150.0 150.0 37" - 26.9 - J9.2 768.6 93.3 IS0.0 %'GUZINC -5....., ._ PRODUCT 4Z" 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' - 23.7 - 34.6 60,4 82.2 150,0 VER CAL iii' _ _�� 3 __...._,. o I� bio 48" g3• 48.6 78.0 74.9 114.0 150.0 150.0 150.0 4d" 108" - 20.7 - 30.2y 52.9 71.9 132.1 MULLION - i 54' 43.2 69.3 66.6 101.3 141.8. 150.0 150.0 54' - - 26.9 47.0 63.9 117.4 z 4 I 31 c 60" 38.8 82.4 59.9 91.2 127.6 150.0 150.0 60" - - - 2i.2 -42_J 57.5 El, GLAZING GLAZING 7< `u�t«, - uI _.._.._._. - _ ... PRODUCTPRODUCTt66" 35.3 56.7 54.5 829 176.0 150.0 150.0 66' - - - 22.0 38.5 52.3 i_ GLAZING GLAZING 72" J2.4 52.0 49.9 76.0 106.3 140.8 150.0 72' - - - 20.2 35.3 47.9 PRODUCT PRODUCT �' c u:$iE181`v ij ALL LOADS.ARE EXT.(+)/INT.(-). LAIL NOTE: Wt' Vf2 I- MIA LION SPM! I o MULLIONS RATED,IN THESE CHARTS MAY BE ORIENTED G VERTICALLY OR HORIZONTALLY. ( ) E"9''JAVAD AHLIAO 1'ROOUCTRBVISRD INTERPOLATION BETWEEN WIDTHS ALLOWED TYPICAL MULLION ARRANGEMENTS CML na mnrplyin9 with the Ptotidn _ FIA.PE 1 70592 Ouilding Code ' II G.AN.3538 ArcePWncc Nu WIDTH (W) _ w1 + w2 1Q• afr (o` his 7 k i.$y Z(j F.xpirolion Delo k I ANCHORS TYPE '0' AND 'E' APPLICABLE TO 2 4", 5" AND 6" TUBE MULLIONS. JUL4112014 ANCHORS TYPE 'A', '$', 'C', 'F' AND 'G' APPLICABLE - o;l RfiamiDadePToduclCooBOI drowin o TO ALL TUBE MULLIONS. MULLIONS M04-04 -- sheet 3 of 9 i J • • • • • • • • • • • • ••• • • • • ••• -DESIGN LOAD CAPACITY - PSFDESIGN LOAD CAPACITY - PSF • D461t; IAAD APA -_PSF I u r3 • WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE • ANCHORS TYi9 . _ • o WIOTH.(W)MULL.SPANr77.9 B, C D ' E F G WIDTH (W) MULL SPAN, A B C. D E F G WIDTH.(W) MUL!SPRN 4R. Be- C -I F. F f", J I I 19-1/B' '150.0 150.0 150.0 150.0 150.0 150.0 01 19-1/8" 101.0 150.0•, 139.5 150.0 150.0 120.6 150.0 19-1/8" • 8. 125t 086.•1,. 150.0 160.0_ 74.6 149.2 T. 1"i2 7.6-t/2" 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 72.9 145.8 100.7 150.15 150.0 87.0 150.0 26-1/2' 45.1 90.2 82.} 124.5• i1�0 53.8 107.7 IZI _ •}0" 150.0 150.0 150.0 150.0 118.7y 150.0 30" 61.4 126.8 89.0 150.0' 150.0 76.9 150.0 30'..._ - .39.8 79.7 55.0 110_.0 137.8 47.6 _95.1_ - 37' 150.0 139.6 '150.0 •150.0 120.8 150.0 37" 52.2 104.4 72.1. 144.1 150.0 62.3 124,6 37" 32.3- 64.6 44.6 89,2 111:6 J8.6 77.1 G i�1 42" - 150.0 122.9 150.0 156.0•' 106.2 150.0 42" 46.0 92.d 63.5 . 127.0 150.0 54.9 109.8 4g' • 28. •56.9• '39�J• 7016w 98.3• 34.0 67.9 .. �._.__._- I 48" 38-3/8' _.150.0 107.6_ 150.0 150.0 92.9 .150.0- 48 74-1 4' 40.2 80.5'_ 55.6 111.1 139.0 48.0 96:1 40" 120" •' 244• 490 34.1 � 6 8. 29.7 59.4 54" 69.2 138.4 95.6 150.0 150.0 82.6 150.0 54" 15.8 71.5 49.1 98.0 123.5 42.7 05.4 54' TT 145 30ft• 6R1 L76.4 264 52.8 _BO" 62.3 124.6 86.1 150.0. 150.0 74,3 148.7 60" 12.2 64.4 14.5 88.9 111.2 38.4 76.8 GO' •• y 19.8• ?7.55 (4- 23.8 47.8._ . _..._.66" 56.6 113.3 78.2 150.0 150.0 67.6 135.2 66' 29.3 58.5 10.4 80.8 101.1 34.9 69.9 06' - 16.2 25.0 50.02.5 21.6 43.2 ...72"• 51.9 103.8 71.7 143.3 150.0 62.0 123,9 72' Z6.8 53.7 37.1 74.1 92.7 32.0 64.0 72' - 33.2 22.9 45.87.1 - 19.6 19-1/8' 148.1 .150,0 .150.0 150.0 150.0 150.0 150.0 .19-1/8" 89.3 150.0 A23.3 150.0' 150.0 106.6 150.0 19-1/8" 56.8 113.6, 78.5 150.0 150.0 67.8 135.6 Q Q 26-1/2" 108.9 150.0 147.7 150.0 •150.0 127.6 150.0 26-1/2" 64.4 1?8.9 89.0. 150.0 150.0 76.9 150.0 26-1/2" 41.0_ _82.0 56.6 _11_3.2 111.6 48.9 __97.9 30" 94.4 150.0 130.5 150;0, 150.0 112.7 150.0 30' 56.9 113.8 78.6 150.0 1500 67_ ., dJ!p�I 37" 76.6 _150.0. 105.8 150.0 150.0 '91.4 _ 150.0 37" _46.1 92.3 63:8 127.4 150.0 55.1 110.2 '37' _29.4 58.7 40.6 81.1 101.4 35.1_ 70.1 a W as d 42"' 67.5 134,9 93.2 150.0 150.0 80.5 150.0 42" '40.7 8I.A 56.2 112.2 140.4 48.5 97.0 42" 25.9 5f.7 35.7 71.4 , 89.4 30.9 �BI a F •_-^ - 71.1 49.1 90.2. .122.9 42.5 84.9 40' 131` 22.6 45.3 . 31.3 62.5 78.2 27.0 54.0 r--T /B` 50-5/8' 59.0 118.0• 81.5 150.0 150,0 70.4 140.9 48' gq• 35.6 �1 54" 52.5 104.9 72.5 144.9 150.0 62.8 . 125.2 51' 31.6 63.2 43.7 87.1 109.2 37.7 .75.5 54' 20.1 40.2 27.8 55.6 69.5 24.0 48.0 60' _17.2 94_4_ _65.2_ 130.4 150.0 56.4 112.7 60" 28.5 56.9 39.3 78.6 98.3 34.0 6719 60" - 36.2 25.0 50.0 62.5 2I.6 43.2 -68" 42.9 85.9 59.3 110.5 148.3 51.2 f 02.5 66" 25.9 51.7 35.7 71.4 89.4 10.9 61.8 66' - 32:9 22.7 45.5 56.9 - 19.3 Z! n 72 39.1 78.7 54.4 10$.6 ,115.9 47.0 93.9 72' 21.7 47.4 32.8 65.5 81.9 28.3 56.6 72" - 30.2 20.8 41.7 52.1 - 36,0' 0 1 19-1/8" 129.3 150.0. 150.0 150.0 150.0 150.0 156.0 19-1/8" 78.1 ,150.0- 107.9 150.0 150.0 93.2 150.0 19-1/8" - 52.1 104.2 71.9 143.8 150.0 62.2_ 124.} J, .Q• .__�.._.._..-.._ ........_. _._... _.. ..._.. �....... 26-1/2" 93.3 , 150.0 128.9 -150.0 .150.0 111.4• 150.0 26-1/2' S8"4� V112.8 77.9 150.0 1 0.0 67.3 134.6 26-1/2" 37.6 75.2' 51.9 103.0 129.8 44.9 89.7 Q 30" •' 82.4 150.0 113.9 150.0 ,150.0 98.4 150.0 30' 49.8 99.6 68.8' 137.5 150.0 -59.4 118.9 30` 33.2 66.4 15:9. 91.7 114.7 39.6 79,3 W!� , 37" 66.0 133.7 92.3 150.0 150.0 79.8 150.0 37' 40.4 80.8 55.8 111.5 139.5 48.2 96.4 }7' 26.9 53.8 37.2 71.3 93.0 32.1 64.3 m w _.. . .__._.... -_.___ I 42" 58.9 117.8 81.3 150.0' 150.0 70.3 140.5 42` 35.6 711 49.1 8 122.9 42.5 04.9 42' .23.7 C7.4 32.8 65.5__ 81.9 28.3 5_6.8_ ;12 Q�� t8' S8' 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48' 95' 31.1 62.3 13.0 85.9 107.5 37.2 74.3 IB' 144' 20.8 41.5 28.7 57.3 71.7 _ T4.8 49.5 p^rt F __. _ 54" 45.8 91.6 633 126.4 150.0 54.7 109.3 54`- 27.7 55.3 38.2 •76.4 95.6 13.0 66.0 54' - 36.9' 25.5 50:9 63.7 22.0 41.0 I D M n ._ _.. - 29.7 59.4 60' - 33.2• T2.9 45.8 57.3 - 39.6 Z' ii 66" 37.5 74.9 51.8, 103.4 129.4 44.7 89.4 66' 22.6 45.3 31.3 62.5 78.2 '17.0 54.0 66' - 30.2 20.8 .41.7 52.1 - 36.0 i DI _ 72` 34.3 68.7 47.4 94.8 118.6 41.0. 82.0 72" 20.8 41.5 28.7 57.3 71.7 24.8 49.5 7Y - 27.7 - 38.2 47.8 - 33.0 Q 1 N N Q 19-1/8' 118.0 150.0 150.0 150.0 _ cli 150.0 142.1 150.0 19-I/8' 69.4 138.9 95.9 150.0 150.0 82.9 150.0_ ANCHOR TYPES HORIZONTAL MULLION iJ W U) 26-1/2" 85.9 150.0 118.7 150.0 150.0 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 59.8 119.6 A,B.C.D,E, ---- A7 HEAD/SILL/JAMBS I ARCHES TO BE INSCRIBED _ JO" 75.9 150.0 104.8 150.0 150.0 90.6 150.0 30` 44.3 88.5 61.2 122.2 150.0 52.8 105.7 µGLOB TYPES I MSIDE RECTANGULAR SHAPE .L_ __ ._.,.__...-,._. I 37" 61.5 123.1 85.0 150.0 150.0 73.4 146.9 37' 35.9 71.0 49.6 99.1 124.0 42.0 85.7 F&C I` _._...._3._.. _.. AT JAMBS ONLY - DIY 16�@ /2" 54.2 108.4 74.9 149.7 150.0 64,7 129.4 /2' 31.6 63.2 4},7 87.3 109.2 37.7 75.5 CIA2ING ��\ C G1 48" 63' 47.4 94.9 65.5 131.0 150.0 56.6. 11}.2 48" 108' 27.7 55,3 38.2 78.4 95.6 13.0 66.0 i�'� PRODUCT ; is A'I� , 54" 42.2 81.3 50.2 116.4 145.6 50.3 100:6 54` 24.6 49.2 _14.0 87.9 84.9 29.4 _ 58.7 -- D 0 q�811E 72' 31 61.2 4 .787.3 _ •1 76.4 26.4 52.8 �R N y C�I MULLION 60" 37.9 75.9 52.4 104.8_ 131.0 45.3 90.6 60" 22.1 44.3 30.6 81 = qq 69.0 47.7 95.2 119.1 41.2 82.3 66" T0.1 10.2 27.8 55.8 69.5 _24.0 48.0 pROWCT PRODUCT oN OI pIk' I� ___ _ GLAZING GLAZING -1 a �DETAII/I of 3 109.2 37.7 -75.5 72' - - 38.9 25.5 50.9 6J.7� 22.0 44.0 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT NOTE: " - $"Fl; e S WIW2 MULLION SPAN ` oI u•o w." u ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �L ANCHOR TYPES LOCATIONS AT HEAD, SILL OR JAMB ENDS. A.B,C.D.E. - moi AT HEAD/S%L/JAMGS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS Engi:JAVADµMUD PRODUCI'RRVISED n II i o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _ CML m complying with the Florida it I M.PE J.70592 Building Code WI +W2 I CAN.3538 >B WIDTH (W) _ �lcceplmce No j ron ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 ;S. Fa i,ntiDate oJ! ,J 4",- 5" AND 6" TUBE MULLIONS. JUL'J212014 Dyt ` >• _.-_._-_� / '. Mist Daft Pr' IControl• �drowin 10.E TOCALL RTU EP MULLIONS. C', 'F' AND 'G' APPLICABLE ( ANCHORS I ' M049 �..._..._._ i -04 sheet o!_q .. .. . . . .. .. . . . . . . . . . . . ... . . . . el 1/4.OA:ULTRACONS 1/4"DU.ULTRACONS 1/4"DU.ULTRA.ONS. •• • • '1/4t•a. ULT NS 000 ~o Ed. 2 PER QIP(1 ON EACH WING) 1 PER ANGLE 4 PER CUP(2 ON EACH MNG} • • • •. 2 ERIo..�CLE • �...�.-...J 1 ---� i EO 2 1/4"AIIN. • • • ^� • �r .. R f' 7YP' --� • i i • 0 0 Z t • m -•:a'MIN. •I i �`�,/' �' t'�. j r..P}. • � •I'� • �tt!I .t '� T _ •.IiI ;�•� ; i MIN..1 fS _ .I,i - II i- - .T1110 ;� _ lu I H18Y FLOATING CUP 11 I� ILJI FLOAi1NG CLIP II II a `tQ4 g SNUG FIT INSIDE MULL I I I I 2 X 2 X-1/8" 1 By' I"-'I SNUG FIT IN510E MULL 11 II 2 X 2 X 1/8" Q C •7 W000 BUCK I� �I II 11 ALUM ANGLE l WOOD BUCK 1� �I II II ALUM ANGLE Q d U U I(14 SMS I 1 .' � ------------- I L J � /14 SMS it U I I 1 I 1-3/4'O.C. MON. C I I I 1 1 1 1-3/4"O. . MIN. 1 1 2 PER ANGLE I 1 i 1 I 1 I 2 PER ANGLE 1 1 LL Z yj i 77- _.. 1/4•DIA. MIRACONS 1/4'DU.ULTRACONS 'En� ' Ed. 2 PER CUP(I ON EACH W1NC) 1 PER ANGLE I •1/4"DU.ULTRACONS 1/4'DU. ULTRACONS z 4 PER CUP(2 ON EACH WING) 2 PER ANGLE -O 1"MIN. J � 1-41 11 II ��. II 11 U 11 3 ,. II II 11 11 tT"YY 11 II Tt".n �'3 Z of LI 11 11 11 H 11 II II W000 BUCK ILJI [7FLOATING CLIP I I I I ILJI _FLOATING CUP I I 11 7 O- OR 11 II SNUG FR INSIDE MULL 11 I I 2 X 2% I/B" 2 BY I I 1' SNUG FIT INSIDE MULL I I I I 2 X 2% I[8' Q I(q C"3 J WOOD 11 II 11 11 ALUM ANGLE . , - - WOOD BUCK 11 11 IT II ALUM ANGLE W F \ I _________ STRUCTURE U U ------------- .1 14 SMS U U �L 1 I Q14 SMS 1 I 1 1 I 1 I I I I 1-3/4.O.C.MIN. 1 I 1 I 1 1 1-3/4' O.C.MIN. 1 I 1 I 2 PER ANGLE ' I I 1 1 I 2 PER ANGLE 1 1 - a •(j j ANCHORS TYPE 'B' U I/a"Da. uLTRAcorts BY'ELCO' �o,- •" ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE jEd. MIN. EDGE DIST. MIN. EMBEDMENT u WOOD 1• 1-1/2' a , - I `` I'RODUCTREVLSEq •I +'-"-'---"-'1 CONCRETE 2-1/2" t-1 2" G+gr:.IAVAU AHMAO' �•.Q I 1 / / Cntl as mmplyinp with the Florida 1-------moi--_-• t - W000 A0. 28Y•WOOD BUCKS OR WOOD STRUCTURE 0.55 MIN, FLA.PE Q 70592 Bnildiny Calle ll n ALTERNATE CONCRETE 1'c 3000 PSI MIN. - CAN.3538 Aeccplaate NO - 1•- (� i ANCHOR LOCATION1!u italtw+IMlc � Q +ii f 1 _ JUL 2 1:'2014 { 4 0 ALL CLIPS AND.ANGLES TO FR SNUG INTO TUBE MULLIONS. i , RY ±iiitdlr� 1'A 1',{ Mren., Contra_ �drowl - no t I CUPS OR MLLES CONNECTED DIRECTLY 70 MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR M04—, 04 ANCHORS TYPE A: WAIEN-WHHE MLIHACRYLATE LACQUER. 'sheet 5.0( 0_ M e o • • • 0000•• • • 0000•• • • • • 0000:• • • • 0 • 0000•• • 0. 00 •0 • 0.00.0 • • • • 0• • • 0000• 0000•• • • • 0000 0000• 0000 • 0000 00 • 00 •• I 1 • .SEL'C1VAT FOR CITIES 'TUBE LRRUON •••••• •, �� • I • Y 0000•• i••'••• 0 • Yj •• 1 • ---m--- - --� ANpK1R I N0.a; � ••• •••••• • � •• TYPE PE A" SGTEWSscHErs g Y Fa—� fTo 2/ rr �l 0000 G I/6-THKK ALUM aLAMEI :e.L--4—• 0 q p LENOIH TO ER SNUG ' UrtIT MULLKTN WK M N iFj$y TIP s MAY BE RoTCHE0 AS SHOON TO ALLDw NSTALLATKN OE CLIP AMRE ep j CMR%.IONI AFTER ASSEMBLY 1 a L N J14 AA SVS i-I/2.O.C. ACCESS HOLE SEE FOR OWMC>AICEST --1 - ---; ----- v- Z o ------ - --a -- --- -- - - - ------ w t • i � ' ' E 1 f �Q�n Y TTA1cco N DAIE",N 1 /IO EH ws wEcrwN �. 1• mc. _ virR a W1iT>Ek 1-a/4•R 2-R 1/0-(EOR M III 3/4-R 2-K 1/6•FOR(I LUBE) A CUT TO AT SNUG RM10F.TUBE i k Ilk ANCHORS DETAIL @7 GIS $, R METAL TO METAL CONNECTIM 'j Zf 114 SMS/RKS SIIBSTPATE EC.-WN.EDGE DIST. CL TO Cl SPACING METAL 1 5/E- 1I/2• Mgl METAL 1/6- N.TITKN :s..STELL Fy-36 M M . o I/B-MN.TH1C ALVMINUY(6061-T5 MN.) Fw.J ANLNO PRoDucrr R6WSED 1 g II L-Il CML rnmpTyiywiOM FbrTCR 1":APECAN �JUL' 1'.2014 / (9'$A4- ' /i 1 M04-04 ,diver_9-T .. .. . . . .. .. . . . . . . . . . . . I/4"DIA:uLTRAcoNs T/1".DIA.ULTRACONS 1/4"DU.ULTRACONS • • • •••.'I•/4.0"I LILT�A�Oi1S 2 PER CUP (.1 ON EACH V/ING) 1 PER ANGLE - 1 '.4'PER CLIP 2 ON CH4{'/IN • • • �• 1 Sl• • •e PER 3"I,IIN: n t IN. `T ii• • •f• • • • r • • Q ;� TVP. t I Cj I S ;�L• i•• •. (11• I -o� I.. \ • • • i Ci I 1 I II • ••• • • .• •• .7T'- �1F0 � I 11 I L II I) I 1 1I I • • • •H ,• • II I a Il_JI GLOATING CLIP II 11 1 1 {fl_J� • • • • I I II z 1� SNUG FIT INSIDE MULL I I I I 2 X 2 X 1/8" 1 1 Ir'1 • • • • • • I I 11• 2 X 2 X U ALUM ANGLE N 1 } ; • • tt ii•u ALUM ANGLE Q' pl 8 \ _ X14 SMS I \ f_..__._______.__._..I �. Q 1 1 1 I 1-3/4"O.C. MIN. I I I 1 1 1 rLOATINO CLIP I n 2 PER ANGLE I 1 I I I I .SNUG FIT INSIDE MULL 1 I to I 1 I I I 1 1 ! r 1 YI4 SMr I 'APLN ANGLSE I I Z N I I I I 1 I I I I 1 1 1 I V I 1 1 1 1 1 1 I t I S I 1 , I 1 1 1 I I , 1 1 1 Qa�g F'iJ Ed. n - �_j 4h _ 1 �._j I I O 1 I m 11 . N II 1 + 1 I IF- V1Q� ......_..__........_.. Z 3 v ' • Q 3" N. I, � ....11_......_......._._._l I W an m I !-j oi"� LOCATION OF SCREWS CONNECTING J ANGLES TO TUBES /4"DIA.ULTRACONS1z !2 PER CLIP(1 ON EACH WING) IIC ANCHORS TYPE D' ��rile APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 1 1 o 1/4" DIA. ULTRACONS BY'ELCO' °. �'u' •w! u M ; + ULTRACONS'MAY BE HLX OR FLAT HEAD L I SUBSTRATE Ed. MIN. EOCE DIST. MIN.1EMBEDMENT i 1/2" Ii 1 L---------J Ergr:JA`/OA AHMAD PR011ITCI'RGVISt:u I I x I CONCRETECML 2- " I 1 ILA_PE 1'10592 Ducomplying ld ngVCodVrlh IhC Plmil(p I � CONCRETE. f c � 3000 PSI MIN. 0.A.N 35.Ta .I 21 1 Acceplxncc rauam. 201A no11a10lUL lALTERNATE —...... ...._._..— , , 11yp 4� l_ ) `ANCHOR LOCATION i ALL CUPS AND ANGLES TO FR SNUG INTO TUBE AIUlL10NS. p / 1Mi8NU Dade T(flOWi S OR ANGLES CONNECTED-DIRECTLY TO MASONRY TO BE PROTECTED- �:. ! ( /) i WI ng no. T ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR L ' / M04-04 I ANC QRS TYPE •C• WAER-WHITE-METHACRYLATE LACQUER. .. . ••• • • ...... ...... 00009 • • • • , •••• i _ 7 oe• I/4'OW-MTRACONS 1/4'01A UITRACOLIS .1/i OL\OLTRAcous 1 t TRACONS .• it • E. C. 2 PER CUP(1 ON EACH WWG) 1 PLR ANGLE t PER CUP(2 ON FAOI WWG) •.•• fir— I �rP''I •,•}•• Z s 11 II JJI' 11 11 1 I I 11 �j ij rt 11 ii ••.• y 11 II j1 ii li n 11 O R! ILJI (LMIO1 CUP 11 1 I '3 IL.JI PRUGWG CUP T• I��j SNUG ER NSDE M0.L 11 II 2%2%1/e' 3 - 1��1 SNUG ER O4M WILL 11 ii 2 X 2 x 1/e• V '1 �I J llt sus U U ALMA ANGLE 1 ____________ J It SMS it U ALUM AIVOL s-� j I 1 W.-J/t•D.G.M1-S/t' Z O.C.L•L I aw(S i PER ANGLE i�i j ; i 1 2 PER ANGLE I i •Og ul I j m J� Z3 m j :5 3i1in I'R W V 3 KTCRNATC ANCNOP LOGTKMI i r ! I C ANCHORS TYPE 'F" 1 i a ANCHORS TYPE 'G' AT JAMBS ONLY i AT JAMBS ONLY q ! � II • i I 1/4'DW ULTRACONS BY""I. c 6 YIINLRIe WY BE NEY OR I"-RAD G I SUBSTRATE lEd..LUN.EDGE DST.MN.EMBEDMENT WsONRY 2-1/2' MASONRY-C-00 HO.LOW/FILLED BLOCK I•m s 2000 PSI MRI. E"9''Y NSR'O PR UCf MWRR Fi.lA1 ' F CAx.lfs]62 ActeWNN<No C I; I E' AND-ANGLES ro R vuG wro IueE uuLKR s. !9 CAPS OR JUL 112014 ANGLES COMIECIED DIRECTLY TO MASONRY TO BE PROtCCTL� MAIM AL KAU-RE5 TANI COATMS.SUCH AS 81NW1W5 PAINT OR j ih Al,jy'jwD kPmAMd—ing I WRIER-MARIE METNACRYIATE LACQUER. '104-0 4 ✓" meal s oI y .. .. . . . .. .. . . . . . . . . . . . • lu r 5/16"DU,ULTRACONS 5/16'DIA.ULTRACONS • • •• ••• ••• • ••• p�A. I � E 4 PER CUP(2 ON EACH WIND) ` 2 PER ANGLE? • • • • • • •• • •• • l�Y J Rt d l , a"r i •• • • • •• ••• •• ! M I1 1{ 1i • ••• • • • • •• •• I Y 11 11 r II II i i _:• • • I Y ILJ 1I I{ • • •• • • • OIANGLE • • ••• ••• G L NE6" M .. h'-"---------'.-i f FLOATING CLIP - U U - 9 Q C I I I I SNVC FIT INSIDE MULL I 1 O dNl t� I I I 111 SMS i 1 C�yyD I I I I 4 PER ANGLE I I W i II n t 1 n J _*h �I 1� W W 1 1 ED l IJ O i Ii 3 O N n h I 1 I I I n -_-----------_- 1 13. o=R 1 1 IQ INN LCL-_.._........__ LOCATION OF SCREWS CONNECTING C —' ANGLES TO TUBES a 8 IS ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS c•g'g �+ 5/16"OU. ULTRACONS BY'EL.CO, _ ULTRACONS MAY BE TIE%OR FIAT HEAD ; SUBSTRATE Ed. = MIN: EDGE DIST. MIN. EMBEDMENT PIt0UL1C7 RliVISED CONCRETE 2-1/V 1-3/4". Engr:JACMLAHNAO I i uy cunlPlYT with the Flmlda I, FLA PE/70592 Uuilding Cbdt `. I n Atct wut Ho CONCRETE 1'c= 3000 PS MIN. MtA.Fy�y63 L 4 1 [014 :..piraual D;IIc = ' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. t t JF4imd ndc Product Caro` ,---� i Browing no. CUPS OR ANGLES CONNECTED DIRECTLY 10 CONCRETE TO BE PROTECTED. •t``, M04-04 WITH ALKALI-RESISTANT COATINGS,SUCH AS BaUMINOUS PAINT OR L WATER-WHITE METHACRYLATE LACOUF.R. ``..�' .... —� sheet 7_ot 9 • roor .. .. .. .. ...... s/,e•DIA ULIW.ORS - _ •"' •••• / -��l,� • Ed. 4 PER Clr(x ON EACH WRIC) 6/,6•D 2 UPIRIR ••.... • j ll� • ai ' ff h f i � ii ii I u n ! '•••• �o � ! I t II 1� • - 11 11 ` II I1 ALW OANPEg 1 �--'----------- H '{ FLOATING ar - u u g 1. .• I I SMIO ITT"SIDE MaL I I 0 i 0 I I I {PCR NIaE Elio Z (i Io «� I Q �?iVla�p� i I I IQ y LOCATION OF SCREWS CONNECTING �•.._-- INGLES 10 TUBES ! 8I11a $�a ANCHORS TYPE 'E' APPLICABLE FOR 4-, 5-AND 6-TUBE MULLIONS `•Bi iaga$ ' �I p)�lif�YlB T e m jlg;g�1= to- as 3/16•DIA ULTRACONS BY'ELCW IILTRACOIIS MAY HE 12%OR MT,SM yy n 1T SUOSTRATE Ed..MIN.EDGE PST.MIN.EMBEDMENT C —V IH WO PROINMT REVISED EVI EPbrM4 CONCRETE Z-1/x• 1-J/4• CML, B' Is Lbde C. I, CONCRETE.I'c.3000 PSI M. M PE Tos3x Building Idwe A;alMatc No � ! ALL ars AND ANCIEN j <EC rtt RWUCK TO TMULLIONS. aANaE3 rs DR cow¢crm DIRECTLY ro CONCRETE ro BE CR PRmEcrED , ! 'MFH A~-R— GDAmss.SIICN AS miwnDlls PW OR I /J,� ;`M04-04 i WATER-WNIiE METIMCRYWE IACDI[A sheat 7 d 9 J ..a.•• . . . .. .. . • • . .•• • • • • •41• •1/4'pIA,ULT(UCONS 1/4`OU.ULTRACCNS - 1/4'0111.ULTRA ONS• •• • • 1/4'4OIA.,ULTW41. •�• � ipl 2 PER CLIP(I ON EACH WING) I PER ANGLE ' Ed. 2 1/4"MIN. 4 PER CLIP(2 ON EACH DING= 0 : : •• 2•'ER AjICLE ••• •�o TTYP. • • • • • Z P 3 �— TyK / a� f ,1 II I r 11 11 ! i i ,I 1 • . j3 . ,• .. . j 4 11 11 1f 11 It • • • Ii •• ,1 1, 11 11 11 11 • II 11 • 0 n LJI -FLOATING CLIP 1 t I1 1 1LJ11 F&ATt*C LLP• • • •' 1I I1 • i 1'"'•1 SNUG FIT INSIDE MULL 11 II 2 X 2 X 1(8' ,r-•7• SRUC/IT IN90E IAI«.L • • I 11 2 X 2 X 1(8' V71 11 lI II II I I ALUM ANCL 11 �1 I I ALUM ANGL p! --------- } J /E4 sMs u U J 014 SMS u � d�9jaj - 1 I I 1 1 1 --_-"�_----- I I 1 1 0 < I I I 1 1-3/4"O.C.MIN. I 1 1 I I I 1 1-3/4'D.C. MIN. I , O n- I I I 1 2 PER ANGLE I I 1 I I I 2 PER ANCLE I C f J z Z IO Eli lJi Q a 2 J � .(D W I0N¢(a s 0 D o r Z Z 3_S I`--------- J 04 v Q QJ I W ALTERNATE_ �— ANCHOR LOCATION i ANCHORS TYPE •F' I ANCHORS TYPE 'G' AT JAMBS ONLY ! AT JAMBS ONLY II A - i V I Ir ' 1/4'DIA. ULTRACONS BY'ELCO' � ULTRACONS MAY BE HEX OR FIAT HEAD DI I SUBSTRATE Ed. -'MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2' 1-1/4" Eng,JAYAO ANW.D PRODUM REVISED �� r MASONRY . C-90 HOLLOW/FILLED BLOCK I'm . 2000 PSI MIN. CIS IM mmpTylny WIOI awn9ddn FLIL CAN.35 8592 Dullbil�(bck ALL CLIPS AND ANGLES TO FR SNUC 1NT0 TUBE MULLIONS. •`q L•xpirlllia Dnlo 1q 1$ �� CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED jUL 21`2014 j .=J WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR %v Ail{inmiUak Prlxi9d Clx1U911 WAIER-WNITE METHACRYIAtE fACOUER. I I I drawing rw. J i.. _.._-. L. M04-04� ,sheet 8 of g 3 ...... ...... .. .. .. o. ••.••• . . . . . ..... •..••• •••• • . 1/�'OM:IATRAfONs 1/4'OV,10.TRACONS 1/L'W.UiIRACONS •••• •• PEk WP G ON EACH M1N0 / .. ) I%2 FIE RACONS • i • IE" ) 1 PER ANGLE � �'PER CLP(I dl[KN WVIG • „•••• 2�PFR ANGIF I.! !I, I iI} ' !'+T n I I �I I !•��.• ,rf••�r Fri _ • , o. 91109 LJI iLOAIWC CUP } Ilil // N 1 1 lJ� _ I 11 /B' O nq SNW fR INSIDE M fKUM2ANGlEB I I A'&4OLE ___-____ U U H U I-3/A'O.C.WN. I - FLOATING CLP I iAl i 2 PER ANGIE t SWIG FII INS PIAL ; ; ''gyr le 1 j Ij a N; R SNS LL Z p I I j 4 PER ANGLE Ed. I I I ~fir ji.• z� < o G I I I I I 1 I I I I TO 7J 1 i Li '.F L`- I I I I ( i I I/2•(P)O I i ;E Z n n: 3z-i•- • -R 1 IOGInN OF SCREWS COWIECTWG I [! ---� Ed. 1/A•, UUPALONS I ANGLES TOTUBES 2 PER ClIP(I ON EACH WNG) a ANCHORS TYPE 'D' SII 8 . $ly I j APPLICABLE FOR 4'• 5"ANO 6'TUBE. MULLIONS g �jg�ig I• _ I Hill. 1/4.I I I/�'OK ULTNACONS BI''ELCO' 1/4.s MAY 1E IAx OR MI HEAD \ I I SUBSIRAIE I Ed.-MN.EDGE DIST.MIN.EMBEDNENI i aII NCRETE 2-1/1' 1-1/2• Er M—N, ------ COI•RO[HICf REVLSfiD �1�: Ir u Pmp1YInY,viII1lM PT0TIdi I\".I" _1 RCAX/.auSYt A—p J� CONCRETE..t'c..D000 P9 MN. AtttpY�[e� _ _ JUL-02014 hIDYs fI II 1�!;1 ANCHOR LOC FXTERNAQN, KL CLIPS AND ANGLES TO FR SNUG INTO FUSE MILLIONS ) � �p OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �;/ll M—L71 � / I tlr ng n0 j MA KNAU-RESSTANT COATryGS,SUCH AS WTUMNp5 PAWI OR �/ I M04-04 I ANCHORS TYPE 'C' - ER-WwiE�METINCIMATE LACQUER. I • ,•. .: ... ... � I of 114 SM SECCWJtT FOR QUANTITIES 'TUBE MULUON • • • • • •• • • •• • • • • • • • • • 0 �I0 F 31 ��.I F 3 ___-__�r__-.-_--i AANCHOR I N0.OFf •• • • • g I CHART. SCREYV { • •• ••• •• 10 rH SMS TYPE A � 1 • ••• • • • • •• • �' n j A TYPE_B-1.-_3 2/SIDE , .1. �IYF'E C 2 � • • • • •• • •. � r ! 1/8•THICK ALUM CHANNEL t iY�E O•-_ 4__ •• • • • • • • • • V yl j j LENGTH TO FT SNUG (_TYPE E 4 I • • • • • ••• •• a M I INTO MULLION I , TUBE MULLION -�-t d' GGj F1 MAY DE NOTCHED AS SH Q F 11 AS SHOWN 10 ALLOW INSTALLATION to OF CUP ANGLE e�T CAULK JOINT AFTER ASSEMBLY i Q lax � d,. /It FH SMS ; I W e-t h I-1 2"O.C. MIN. ACCESS HOLE SEE CHART I FOR QUANTITIES I � h I I c7`b------ ' ro s I I -ft. I ca THIS SCREW CAN BE < INSTALLED IN EITHER I I A10 FH SMS DatECNON 2 PER CLIP Z uZ M tl I r D.C.MIN. I- 1-3/4•X 2•% I/8•(FOR 28Y TUBE) 3/4•X 2•X i/8•FORµUM ANGLE I CUT TO FIT SNUG INSIDE,TUBE i ANCHORS DETAIL #1 METAL TO METAL CONNECTION A14 SWS/TEKS SUBSTRATE Ed. MIN. EDGE.DIST.MIN.CL TO CL SPACING m,g$EInl; METAL 5/8• 1/2" O o.,M.ry�nl�:�. METAL - 1/8•MIN.THK..STEEL Fy = 36 KSI MIN. of^i8 w u u 1/8•MIN. 114K.ALUMINUM (6063-15 MIN.) Engr:JAVAO AHMAD PRODUCT REVISGD � o CIVIL m".plying iU,d.Fimida j FLA PF/70592 CA.N.3SJ8 Building Code Y I' Accrydwce No F Hr uaUon I�lo II JUL'21'2014 �y7,VffLf-' �9 �U A11clTu Deck Prodael C vn i Browing no. M04-04 I _ J ,% jheel9 oT 9 v ' �3T.NIV aid i 6"N MO x)doll aid. 717M1 aid P3 zZ I sM011tllln vq-r/I 4M)lVtllll,Yq•r/t I (OMY N7I3 NO 1)doll aid x SNOI'Polln W.,/, sMOlvWlm MO•./t ;yq • fD I i 31OW aid z I 1 i i i I 3nMv aid x' ;' I A I I 'NW'l'0•.IC-t I 1 I i \ NW'l'O-r/[-t 'yq pp n n sz�s rU _____________ ti .I Ix, i sols rl/ J 3> N MlI 1 I ;1 11 I XxIB aooM ]11N.YMIY I I I I xln0 000M .0/1 x Z%L 11 I lyW 3gya lu ,yam]015xa w OnNs I gAO ii ii dro xaxwu ii ti T I I ;I du avuvou ii �I I JrfL G 11 I � II II 1 n n II II it�• $ •!---�I'��_�s�\ . 7—_r%�/? y� l_ , i __��' � /�-,�1/� '—T tl3d L_ •• �Ir - Z, 35NOlVdI C t••. (lNM MW3 NO x)all aids NW 2 V3 ,� 319MV Wad� • (lMM NlV3 ND 1)dIU aid x • ��i • .�. sNO I,l,0../t sNolvnM.w.r/1 sNolWlV Zm.rh i • • • • •••••• ••••• • • • • • •••••• •••••• •••••• • ••• • •• i MIAMI- MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy Innovative Window Concepts,LLC 2005 Corporate Drive Boynton Beach,FL 33426 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 RER - 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. RER 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"2031/2041/2062/2280!2281/2283"AIuminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W06-83,titled Series"Aluminum Horiz. Sliding Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 12/13/06,with revision"D"dated 04/20/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product on ro Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shalt bear a permanent label with the manufacturer's name or ogo, city, state, mo a serves, and following statement: "Miami-Dade County Product Control Approved". unless otherwise noted herein. t 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 KAFailure•�0 to comply with any section of this NOA shall be cause for termination and removal of.NOjk. ADVERTISEMENT: The NOA number preceded by the words Miami-Dada•Geanty, Florida, and*••••' followed by the expiration date may be displayed in advertising literature. If anypditton of the'NOA is:....: displayed,then it shall be done in its entirety. .00000 0see* e'*0 • 0000 0000 **:** INSPECTION: A copy of this entire NOA shall be provided to the user by.tjw.manufacturer Dor its*•*0 0 distributors and shall be available for inspection at the job site at the request of the Building Offcifti. •• ...... This NOA revises NOA#11-1206.02 and consists of this page 1 and evidence page l&J vpd E-2, as well as approval document mentioned above. 0000' 0000.. The submitted documentation was reviewed by Manuel Perez,P.E. •••••• NOA No. 14-1208.02 MIAMI-DADEC01 Expiration Date: March 15,2017 t5 Approval Date: June 04,2015 1281 Pagel F Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0103.09) 2. Drawing No. W06-83,titled Series "Aluminum Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 12/13/06, with revision "D" dated 04/20/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. t 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 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a horizontal sliding window w/IG, prepared by American Test Lab of South Florida, Test Report No. ATLSF-0516.0141, dated 09/03/14, signed and sealed by Stephen W. Waiter,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Drop Test per ANSI Z97.1-2009 along with marked—up drawings and installation diagram of a horizontal sliding window, glazed with 5/16" HS and 74' HS laminated glass, prepared by American Test Lab of South Florida, Test Report No. ATLSF-1023.01-06, dated 11/17/06, signed and sealed by Henry Hattem,P.E. and William R. Mehner,P.E. (Submitted under NOA No. 07-0103.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 12/02/14,prepared by Al-Farooq Corporation,signexiAd- sealed by Javad Ahmad,P.E. •• •' 2. Glazing complies with ASTM E1300-04/09 ...... . ...... D. QUALITY ASSURANCE •••• "" ' 1. Miami-Dade Department of Regulatory and Economic Resource�s;(XR). .. .. .. .. ...... - Manuel erex,P.E. :•••• Product Contr&FAAiner NOA No.14-1208.02 Expiration Date: March 15,2017 Approval Date: June 04,2015 E-1 Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13,expiring on 12/11/16. 2. 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. F. STATEMENTS 1. " Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated November 04, 2014, issued by AI-Farooq Corporation, signed and sealed by 3avad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0516.01-11, issued by American Test Lab of South Florida,dated 09/03/14, signed and sealed by Stephen W. Warter,.P.E. 3. Laboratory compliance letter for Test Report No. ATLSF-1023.01-66, issued by American Test Lab of South Florida, dated 11/17/06, signed and sealed by Henry Hattem,P.E. and William R.Mehner,P.E. (Submitted under NOA No. 07-0103.09) G. OTHERS 1. Notice of Acceptance No. 11-1206.02, issued to Innovative Window Concepts, LLC for their Series 2031/2041/2062 Aluminum Horizontal Sliding Window-L.M.I.", approved on 02/16/12 and expiring on 03/15/17. ' 0000 . ...... • 0000.. . 0000.. 0000.. 0000.. 0000 0000 • 0000 0000 0000. . . .. .. .. .. 000000 • 0000.. . •• . 0000.. . ranuel�4-YOS.02 .E.;.... Product Controlner NOA No. Expiration Date: March 15,2017 Approval Date June 04,2015 k E-2 r Eric Scarborough From: outgoing@safewebservices.com Sent: Thursday, November 10,2016 10:33 AM To: ERIC@EJDCONSTRUCTION.COM Subject: Doral Building Supply Corp Transaction Receipt ------------------------------------- t General Information ------------------------------------- Merchant Account: Doral Building Supply Corp Date/Time : 11/10/201610:32:50 AM EST ------------------------------------- Transaction Information ------------------------------------- Transaction Amount:$1,433.80 Transaction ID : 3356998715 Authorization Code :264453 Transaction Type : Card Sale Response :AP r AVS Results: Exact match,5-character numeric ZIP CSC Results:CVV2/CVC2 Match ------------------------------------- Customer Billing Information ------------------------------------- Customer ID :841929579 First Name : ERIC Last Name :SCARBOROUGH Company: EJD Address : 1700 NE 143 STREET City: NORTH MIAMI State : FL Zip Code : 33181 Country: US Phone : 305-318-4978 •••• . . .... ...... ` Email : ERIC@EJDCONSTRUCTION.COM • ...... . ...... ------------------------------------- • Customer Shipping Information •••••• • .... .... ..... ------------------------------------- ...... . . ..... First Name : •..••: •••••• Last Name : •••••• , • Address : •••••• City: ...... State • Zip Code : Country: US Email 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 74'MAX. le WINDOW WIDTHO • •• • •••• • • • •• Ic • • 1%'3/4' • • • • • • • • -1I�� • • • 0� 4• •�y^" • • ••• • F Tjl NP. -4 112'ERMSAX.- - 4 I � p Fj h o ______8______ ______ -- z y --n_ ---- --n-- 8 11 11 n n B 3 � g U N z a� /101/2' $wM MAX. Z Z SEE SHELWEEPHES3 SILL '° mO U-n 32 5/8'MAX. 32 3/4'MAX. N w .1 D.L.OPG. D.l.OPG. o z 37 5/8'MAX. VENT WIDTH j U 0 z . In TYPICAL ELEVATIONS z r m 0 SERIES 2031/x/2062 SFRIES 2280/2281/9283 . ALUMINUM HORIZONTAL SLIDING 1YINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER Q MIAMI—DARE COUNTY APPR'D WINDOWS USING MIAMI—DARE COUNTY W APPROVED MULLIONS IN BETWEEN. a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 9 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B>v REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY y _?3 HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS q THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. "�" WVAp AN PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML a6 complying with the Flakle i MUTTERS ARE NOT REQUIRED. FL PE 70592 Buildingcodc ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.AN, Acccplvlce No 0v a NOT PART OF THIS APPROVAL irotionDMe �Q E d A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. b 8 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �;VAY27 1!y D4dofloduclW Browing no. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet of 7 .. .. . . . .. .. . . . ... . . . . ... 1/8-HEAT STREN'D GLASS 3/18'HEAT STREN'0 CUSS 3/16' HEAT STREN'D GLASS {�� .090'INTERLAYER .090'INTERLAYER • • • ••• • • — 080'INIERUYER • , •• • • • •• � b BUTACTTE PVB BY'DUPONT' BUTACTTE PVB BY'DUPONT' SENTYRYGLAS BY'DUPONT' • • • • • • • • • -1/8'HEAT STREN'D GLASS 3/18"HEAT STREN'D CUSS 3/18'HEAT STREN'D CUSS ••• • • ••• •s• •:• SILICONE- - SILICONE SILICONE z DOW CORNING 995 z DOW CORNING 998 DOW CORNING 985 s � i i! i i! s • • • • • • • • ffYY tt�nn o 1 — SERIES 2031 SERIES 2041 SERIES 2082 MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF SERIES 2031 SERIES 2041 SERIES 2082 J - T o to�, Z N 1/8'TEMP.GLASS 1/8'TEMP.GLASS 1/8'TEMP. CUSS Z U W O 1/A'AIR SPACE 1/4'AIR SPACE -1/4'NR SPACE 33 p Li 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D CUSS I4 Z 2' U .090"WTERLAYER .090'INTERLAYER .090'INTERLAYER = WZd 6 n BUTACITE PVB BY'DUPONT' BUTACRE PJB BY'DUPONT' SENTYRYGLAS BY'DUPONY F 0. 1/8'ANN. GLASS �g 1/8'HEAT STREN'0 GLASS �I 1/8'HEAT STREN'D GLASS U Q U 0 ffi ? an 3 yI SILICONE s SILICONE i y� SIUCDNE z o o + Oji 8 DOW CORNING 995 9 DOW CORNING 993 9 DOW CORNING 995 z N tD(� I I � 1 I CARDINAL XL SPACER CARDINAL XL CARDINAL XL o EDGEg EDGE SPACER EDGE SPACER R ST.STEEL gpp ST.STEEL ST. STEEL 0 a 8 PART 058-065 G PART/58-065 28 PART/58-065 GG1T �a3�j� SERIES 2280 SERIES 2201 SERIES 2289 •g 9�1 MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF Nl SERIES 2280 SERIES 2281 SERIFS 2289 GLAZING OPTIONS E1pro �'W" PRODl1CT RtiVISCD ; PE!70692 w-,,plling with the F4eWe N.5538 Building Code ^ Aeceptonce No/ - Bx iwtion nate r 0! � � b � NOTE: - - GLASS CAPACITIES ON THIS SHEET ARE 27 201 M p LOOn d drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W06-83 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . • . . ... TYPICAL ANCHORS 1/2"MIN. E� V SEE ELEV. FOR SPACING METAL 1� STRUCTURE 2 Agp Ego ••• • • i� • •• p WORD 8 CK SEE EELLEV.FORR SPACING MUMI—DADS COUNT!APPROVED HORS OR UCTl1aE •• • • • Z t: 3 MULLION do MULLION ANCHORS • • • 0 .• •e • ••�d Ed SEE SEPARATE NOA • • 3 Ed 1 O18 w� i � •• • • ••Se v� • ••• ••• Q�I 9 26 Q m ii TYPICAL ANCHORS Q u( Ij Ij i_ SEE ELEV. FOR SPACING Q II II TYPICAL ANCHORS I I! !j !j j n (� WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. TYPICAL ANCHORS: SEE ELEV.FOR SPACING J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (F°-177 KSI, FY-155 KSI) j• I� AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES p !! 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 Z N9 i! v O a I THRU 1 BY BUCKS INTO CONC. OR MASONRY ? U O jij 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a pp:Cr p; J z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) pwzrx� W i ,j DIRECTLY INTO CONC. OR MASONRY K 140.6 i1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) = W a ^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 FS p Z g jj lj 7 <UO� J14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) to o INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Z cowl to INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i ! A 9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 14 1t 14 INTO CONCRETE AND MASONRY = 1-1/2" MIN. og W INTO WOOD STRUCTURE = 1" MIN. 9jj r INTO METAL STRUCTURE - 3/4" MIN. C B 8 3 78 1 amig WOOD AT HEAD, SILL OR JAMBS SG -0.55 MIN. WS 13 CONCRETE AT HEM, SILL OR JAMBS Jr. = 30DO PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm - 2000 PSI MIN. B 2 % xXys 8==x 12 C<m o O 4 WEEPHOLES: .• _. Engr:JAVAD AHMADIiODU F NCVISGD n _ WI a (4) 1-5/8" X 1/4" WEEPHOLES AT 7-1/8" FROM CML -5compljngwiththe FkMO n • ° �' EACH END AND AT 20" O.C. Aµ 592 Bonding Code }q Ac"ph cc No 02 4 Qe • Ed W2 = (1) 1" X 1/4" WEEP SLOTS UNDER FlXED LITE AT a intionDote /10/' E 8 5 fi 37" FROM ENDS. A27 ZO' B W1 TYPICAL ANCHORS W3 (3) 1" X 1/4" WEEP SLOTS ON VENT AREA AT �0Pf0, trot dtnwinq no. SEE CTEV.FOR SPACING 6" FROM VENT ENDS AND AT CENTER. W06-83 sheet 3 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/4-SHIM • • •• • • • •• • • • • • • • • • • • • ••• • • • • •• • OR WOOD CK • • • • • •• • • OR • • • • • • • • • Q WOOD RE •• • • • • • ••• •• �t 4¢Q4� SEE ELEV.FOR SPACING Ii U1-r 1/4'MAX. �•�- © O I/4•wx -- SHIM I VENT WIDTH SHIM TYPM ANCHORS ly B D.L O. 7 SEE MV.FOR SPACING 3 gg OP 7 � Z METALM STRUCTURE lg 9A 8 18 ______ D• 14 z 3f 14 z K N • ZUO ____"__SCREEN OPT. _______ >' D EXTERIOR 6 D.L.oac. Z o " S ?N m WINDOW WIDTH 0 xo LAYOUT IBY SEE SEEEV ANCHORSSPACING OX OPPOSITE WOOD B ' o MIMI-RADE COUNTY APPR,O MULLION SEE SEPARATE NOA TYPICAL ANCHORS m SEE El" FOR SPACING Q Lng r:MVAD AHMAD PRODUCT MVISM C Nl av«�mPlying with the Florida i --_ --- SAN.3308 92 Huild,ng Code AmpWna----------- No .._. C 'ration Dale �1, 8 a 6 EXTERIOR Y $720 he deProd=tOoa drawing no. VnNOOw WIM YANDOW WITH W06-83 wheel q of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... �~3.095 �u •265 • • • ••• • ••• �j �� • • • • • • • • • • Z .875 .a75 .000 1.000 1.293 '0� 1'� • • • • • • • • • 2.795 .062 L • ••• . • ••• • F .903 - .903 1.000 GY.(a�]i O ® •• . • • •• •.• •• 1.377 GLAZING BEAD (LAM. GLASS) IQLAZING BEAD (INSUL. LAM. CLASS) • • • • • •• • • $o ( FRAME HEAD -3.095 •• • • • • • •.• ••Ji 1.094- 1.062 & T- 1.228 .625 jail � 1.625 a a i l .1 F2.750 D52 -� :L _C 092 2.024 .0624,Op4 ^ U n 3.189 3.317 1 to VENT TOP/BOTTOM RAIL v r 2. 2.467 LZ dN� O FRAME SILL BASE 8 '� N o�� i.ti87 .o6z 3 A70 ..�� 1.854 N FRAME JAMB .4oz 380 1.104 v o '�• cr �1.875� 1.158 1.487 ::, U O, N 063 t3 SILL TRACK © VENT SIDE PULL Z r m 1.635 o 1.378 2.467 t2.472 8 .�2 1. 1.587 2.046 1104FIXED MTG. STILE 2 dG 1.487 12 SILL REINFORCING O VENT SIDE INTERLOCK •g- t.a4S 110,O$o°� ,062 .295- 1.333 2.694 r Engr. Y AMW10 PRODUCTREVI.SED _ O 1.147 CIA/L m complying with ft FIWMa 1 1.695 .842 1'S� .0� 1.260 FLA.PE 3539592 Buildin OD& Amp(wce No O/¢� talon D.I. 917 2.173 .0� -�I .882 fA Dade Produce Browing n°. „ 7 2015 W06-83 Q SILL INSERT Qi FRAME SILL COVER WATER SHED sheet ,hof 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... anti PART 6 QUANTrrW DESL7tIPmoN MATERIAL MANP./SUPPIJER/REMARIM �U 1 021-100 1 FRAME HEAD 6063-T6 - • • • 69* • 000 M 2 021-014 1 FRAME SRL BASE 8063-T6 • • •• • • s •• • -- 3 021-103 1 FRAME SILL INSERT 6063-T5 - • • • • • • •• • • •• O 0 4 021-015 1 FRAME SILL COVER 6063-75 - • • • • • • • • • 79 5 021-104 2 FRAME JAMS 6063-T8 - • ••• s • 69* • T 6 022-102 1/VENT FDIED MEETING-STILE _ 6063-113 - - - 7 022-004 1/VENT VENT SIDE INTERLOCK 6063-TS - 8 022-019 1/VENT VENT SIDE PULL 6063-T3 - ••• t i ••• i•• 0•• 000 9 021-011 4/GLASS GLAZING BEAD LAM.GLASS) 6083-T5 • ••• • • • • •• • O 9A 021-105 4/GLASS GLAZING BEAD INSUL LAM,GLASS) 6063-T5 - • • • • • •• • • (� 10 021-003 z/VENT VENT TDP/BDTtOM RAIL 6063-T5 - •• • • • • • 000 •• a 11A 021-106 1/VENT WATER SHED 6063-15 - jw 12 022-036 - SRL REINFORCEMENT, 12'LONG 6063-T5 1/WIG.RAIL B 1 BELOW FIX,13 021-058 1 TRACK(1'GAP AT EACH END) ALUMINUM14 010-004 2/VENT WHEEL HOUSING ASSEMBLY PoCIO PVC M&M PLASTICS 15 004-002 2/VENT SWEEP LOCK(PO207) - SULWAN k ASSOC.16 005-014 AS REOD. ASSEMBLY SCREWS ST/ST /8 X i'PH SMS17 008-031 4 MTC.RAIL ASSEMBLY SCREWS ST ST 10 X 1'PH SNS 18 018-001 AS REOD- .187 X.160 WOOL PR.E W/FlN SEAL FELT ULTRAFAB N 19 023-002 AS READ. .187 X.270 FOAM FII,ED BULB VINYL AMESBURY J 20 012-004 AS READ. GLAZING COMPOUND SILICONE DOW 995 2/ 015-008 AS REQO, 1/8'SPACER ACRYLIC FRANK LOWE RUBBER ;; N 21A 015-012 1 AS REDO. .10'X.40'SOLIARE SPACER DUROMETER 5515 SHORE A ACRYLIC FRANK LOWE RUBBER 3 z 22 012-001 - SM5504 SEAM SEALER - SCHNEE MOREHEAD $� U w M 23 010-014 AS REOD. BAFFLE NYLON M&M PLASTICS D 24 010-015 AS REOD. WEEP COVER NYLON PREFERRED ENGINEERING V=1 1 25 023-006 AS REOD. .187 X.250 FOAM FILLED BULB VINYL AMESBURY tj z _✓P�j 28 010-002 2/VENT END CAP ACETYL N k M PLASTICS °+ 27 016-004 1 VELCRO AT BOTTOM END VELCRO .50 WADE X 1.195'LONG X .110 HIGH 28 015-010 2/LITE 1/8'X 1/2'SETTING BLOCK,DUROMETER 85t5 SHORE A NEOPRENE FRANK LOWE RUBBER 8 z 29 015-0t1 4/LRE WEDGE CASKET.DUROMETER 9015 SHORE A FLEX PJC MELTPOINT PLASM - ? > '$ 30 - - LOCK JAMB REINFORCING AT MIOSPAN 6063-TB 1/2'X.078'X 12'LONG .1 O0 ,J 6 z N m L ty r��pp paQ SEALANTS: $ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. 2 O h O n - I Engn WVA0 AHMAD PRODUCT REVISED cam'70592 w canplying with the FIoRMa T �+ N,�yyyg Building Code ^ Acttplencc No O 6xpiretien lhne � ,�o�� nr M1 DsdePromldCostro drawing no. AYAY27 20 5 W06-83 sheet g of 7 . . ... . . . ... • • • • • • • • • • • • • • • • • • • • /• • • • • •.• • 11••QQii77 a •• • • • •• •••:09 000 000 Grp i • • • • • • • . • v �•C z� � X11 FRAME TOP CORNER a VENT TOP/BOTTOM CORN RS va z M N zwgg ° Rwi D L z< ZNID� 18 O I / / $ /• u � 4 _ &W.JAVAD MM PRODUCTUVISED '� n CNL ov—piling with the Florida I M.PE 3538705 538 92 Building Co de Aaeonce Nu Px S617 FRAME BOTTOM CORNER MAY 27 i b Wirth PCoduct c 00 drowing no. FIXED MTC. RAIL CORNER W06-83 sheat of 7 MIAMI•DADE NUA'all-DARE COUNTY PRODUCT CONTROL SECTION DEPART\FENT OF REGULATORY AND ECONOTNUC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD\IIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WIMmiamidade.eov/economy Innovative Window Concepts,LLC 1801 Corporate Drive Boynton Beach,FL 33426 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 RER - 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. RER 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"4030/4031/4062"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-50,titled"Series S-4030/4031/4062 Alum.Outswing Casement Wdw.",sheets 1 through 4 of 4,dated 09/23/09,with revision B dated 10/14/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Alunad,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, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 3 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 I)eep%revisit tt air change•••;• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA•as au:wid&&ement •. . . ... of any product, for sales, advertising or any other purposes shall automatically te*.m* i',ul.t;.ete thisd )`TOA.Failure.. to comply with airy section of this NOA shall be cause for termination and removal Qf j�T�JA. ••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dae-E3 unty, �Fkx•ida, and-:--. followed by the expiration date may be displayed in advertising literature. If atlj4Jddion of the 110A A"" displayed,then it shall be done in its entirety. 00.66 "":• INSPECTION: A copy of this entire NOA shall be provided to the user bJ th8 Caanufacturgr or its...% distributors and shall be available for inspection at the job site at the request of the Building Officiate• This NOA revises and renews NOA# 12-0216.04 and consists of this page 1 and evidence pages E.-1 Ind • E-2,as well as approval document mentioned above. •• The submitted documentation was reviewed by Manuel Perez,P.E. MIAMt•DaDECouNTY /r� N0A.No. 14-1030.14 Expiration Date: February 17,2020 Approval Date: February 12,2015 t Page 1 t Innovative Window Concepts,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-50,titled"Series S-4030/4031/4062 Alum. Outswing Casement Wdw.", sheets 1 through 4 of 4, dated 09/23/09,with revision B dated 10/14/14, 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked--up drawings and installation diagram of aluminum out swing casement windows,prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF 0128.01-09,dated 10/01/09, signed and sealed by William R. Mehner,P.E. and Edmundo J. Largaespada,P.E. (Submitted unde►•NOA#09-1105.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h - Edition{2014),dated 10/15/14,prepared by Al-Farooq Corporation,signed and. sealed by Javad Ahmad,P.E. 2.' Glazing complies with ASTM E1300-09 f D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS *00* 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemoui•s'& 4W.,IncA e**** for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01114/,17. •• 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont l'1 Wihours& Co.,Inc•:"••• for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,g4piring o4fxl 1/16:.... 0000 0000 0000. 0000.. 0 000000 0000.. �.J r ' Manuel P14-L P.E. Product Con trot Ex miner NOA No. 1 -1030.14 Expiration Date: February 17,2020 Approval Date: February12,2015 E-1 i Innovative Winslow Concepts,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014), and of no financial interest,dated 10/15/14, issued by Al-Farooq Corporation,signed,and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF 0128.01.-09, issued by American Test Lab of South Florida,Inc., dated October 01,2009,signed and sealed by William R. Mehner,-P.E. and Edmundo J.Largaespada,P.E. (Submitted raider NOA#09-1105.03.) G. OTHER .1. Notice of Acceptance No. 12-0216.04,issued to Innovative Window Concepts, LLC for their Series "S-4000/4031 &4062" Outswing Aluminum Casement Window-- L.M.I.,approved on 04/19/12 and expiring on 02/17/15. s . . .. ...... . ...... . . ...... . . . ...... . . ..... Manuel Perez,P. . Product Control E"TW ell NOA No: 14-1030.14 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SURFACE APPLIED �U FALSE MUNTINS ` OPTIONAL 2 • • • ••• • ••• [� • • •• • • • •• • —--- --------- • • • • • • • • O h j SERIES 4Q3L•bahi f 406f�• ••• •i• i c it// _ D _ ALUMINUI�i OUTSIYING CASEAiFNT 1VIND0{V A a -N /N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE It COMBINATIONS Oj•CXSEIfENf•✓C4"* NT*.OR•CAjE%ENT. TN OTHER p o r MIAMI-DADE COUNW APPR{Da WINDOWS USING MINI-DAD! COUNTY APPROVED MULLIONS•IN•B E • •• • • r m u� 4 - - LOWER DESIGN P S�UT F Off WIAD0f S :R fjt"01,6 4FNOVAL q ii WILL APPLY TO ENTIRE SYSTEM. a g Q Q - t THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE to j REQUIREMENTS OF THE FLOF40A BUILDING CODE INCLUDING HIGH VELOCITY ii HURRICANE ZONE (HVHZ). Q z s R� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 LOADS TO THE STRUCTURE. B ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 29 5/8• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE t NOT PART OF THIS APPROVAL. O.L.OPG g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. _ VENT WIDTH MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEAL SCREWS, THAT z N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE p rY� 37• REQUIREMENTS OF THE FLORIDA BLDG. CODE, 8 n WINDOW WIDTH 0 THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. 3 w TYPICAL ELEVATION SHUTTERS ARE NOT REQUIRED. z0 N i U � a V Q 0 � 1/8'ANNEALED GLASS 1/8'HEAT STREN'D GLASS 3/18'HEAT STREN'0 GLASS 090'INTERLAYER 090'INTERLAYER 090'INTERLAYER SUTACITE FNB BY'DUPONT' BUTACITE PVB BY'DUPONV SENTRYGLAS BY'DUPONT' I.-. -1/8'ANNEALED GLASS 1/8'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASSSILICONESILICONE SIUCONE DOW CORNING 995 DOW CORNING 995 DOW OORNING 995}A u 4 ! t2 4 3 iiNOTE:12 12GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 81) LALJ g' AVAO AH— PRoDucr RRVISLDNIL M.P 70392 w contplytny with[Ito Florida >'\+ SF.RIF.S 4030 S RE IES 4031 SERIES 4082 cw Aaepiaue Ko/Q•103o14- }}^ La iration mt. Z� 8 b MAXIMUM DESIGN LOAD RATING + 80.0 PSF MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF MAXIMUM DESIGN LOAD RATING =+ 90.0 PSF �TFrtrt(� tivni adeProdoacatucJ drawing no. (FOR SIZES SFKMTI ABOVE OR SMALLER) - 65.0 PSF. (FOR sats SHOWN ABOVE OR SMALLER) - 75.0 PSF (FLAP SITES sTI0Y1H ABOVE OR sMAU.pi) - 95.0 PS /'"jt�'" O�ZQ�� ,-/ W�9�CJ� SERIES 4050 SERIES 4031 SERIES 4062 sheat . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM PART/ g4/SASH DESCRIPTION MATERIAL MANF./SUPPLJER/REMARKS 1 021-048 FRAME HEAD,SRA,JAMB 6063-TS IVY 2 022-035 SASH TOP,807.VER �. _ _ • • a W000 DUCK 3 021-040 7/18 GLAZING BEAD• • • • 6ag3_ry a • •4 021-034 5/16 ? 14 ` 4 5021-049 CANTELEVER PLATE.3'[G ••• yp6S-Td AT ANeHEEIl L08M710N �86- 021-050-t FRAME CORNER KEY 6063-T5 - '':,',,i• 11 7 021-050-2 1/CORNER SASH CORNER KEY 6083-TS - O �•','�'J. 9 021-011 AS REND. SILICONE •• • • POW We DV*• •• d 10 023-005 AS REDD. FOAM FILLED BULB VINYL-VS2005 d •-• • 4 BURRO EZ/JAMBS) p'�0j t` i 704 015-001 AS REDD. GLAZING VINYL • • • 11 0-00 M•STER TOOL • 7 g 11 023-004 AS REDD. FOAM FILLED BULB'AMYL-I 2 J F E 'T'f E Q'0p ly g 12 016-OD6 AS REDD. 1/8.OIA GLASS SPACER ACRYLIC FRANK LOW RUBBER 8 >q y O 15 005-014--^- 2/CORNER /8 X 1 PHPH SMS ST/ST ST/ST CORNER ASSEMBLY SCREWS .`FY31 2 1 17 40978 - KEEPER ULTRA {4)ULTRA 18 j8X1 P14SH SMS - KEEPER FASTENER SF/ST (8) Z Q� ! it 19 C0592 AS REDD. SNUBBERS SET ST/ST ULTRA I� �! 20 /8X1 PHSH SMS 2/SNUBBER SNUBBER FASTENER Si/ST eeei44 1 - 21 31678 - HANDLE(1) - ULTRA 't L 22 /f0-32 MS SELF TAP - WWDLE FASTENER(2) ST/ST - cy li 23 57750 - OFFSEr(1) ST/ST ULTRA ' 24 1502681 - CRANK HANDLE(1) - ULTRA 25 8300 - SLIDE BAR W/CUIOE 6083-T5 (4)PIN ADVANTAGE MFC Y j1 ti i 26 /10-32 MS SELF TAP - SLIDE BAR FASTENER ST/ST (8) Z v I M i !I HARDWARE.PACKAGE'A'F'GRP.SS !a1 R1 — PART NO. DESCRIPTION MATERIAL SUPPLIERZ F I = J I $3703 SINGLE ARM OPERATOR(1) ULTRA 0 La /10X1'FH PH SMS OPERATOR FASTENER(4) ST/STW O co lY 91023 TRACK 1) ST/ST ULTRA g g U 8X1 2 UC SS TRACK FASTENER 2 ST/ST , '$ 65203 OPERTOR SHIM(1) RIGID PLASTIC ULTRA ;g ,i li I 8012LR HINGE(2) ST/ST ADVANTAGE MFO H Z m >♦10X8/6'TIX(S) HINGE FASTENER(10) ST/ST O 1 �I HARDWARE PACKAGE'8'WASHABILITY DUAL ARM yy �! PART N0. DESCRIPTION MATERIAL SUPPLIER G ( I ! 11 53564 DUAL ARM OPERATOR i ULTRA R 10X1'FH PH SIRS OPERATOR FASTENER(4) ST/ST 4 1 C0314 TRACK t ST/ST ULTRA q 4 #BXt/2'UC SS TRACK FASTENER(2) ST/ST 2 65203 OPERTOR SHIM(1) RIGID PLASTIC ULTRA as muplj ilh lho Florida i Ruildi Colo B — losse.xx sruD LTRACKET TRUTH t /Q-(030./4• --- Acaplaon at 10 � 008-AO-010 STUD BRACKET FASTENER Sf 8X1 2'UCFCS SS E,mo ton Mato 00•� 4110 HINGE(2) ST/ST ADVANTAGE MFG 010)(3/4"70((5) HINGE FASTENER(10) ST/5T Miamj Dade lM ucl CbNro1" b . a g (� F . HARDWARE PACKAGE'C'WASHABILITY DYAD PART NO. DESCRIPTION MATERIAL SUPPLIER 4 536 I, ' •.•} _ ` 38 DYAD OPERATOR 1) ULTRA •E C FLA PE 170592 ,•`.4 4 , /10X1'FH PH SMS OPERATOR FASTENER(4) CAN.35M g�g .9•,. 8 85203 OPERTOR SHIM(1) RIGID PLASTIC ULTRA 10558.XX STUD BRACKET TRUTH / ��•, e 008-AO-010 STTIOBRACKET FASTENER Si/Si OBX1/Y UCFCS SS 4110 HINGE(2) ST ST ADVANTAGE MFG iU 205 W09�.5O 10X3 4'TEN 5) HINGE FASTENER 10 ST/ST L.• Wheat? of 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4'MAX. 1/4'SHIM • • • • ••• �� SHIM MAX. • • •f 21 2 • •• • o C • •• L/4'1fMX. •• Z 3 TYPICAL ANCHORS BY WOOD BUC b 1 • • I • • S16>� • 0 -' SEE ELEV. I 1 • ••• • • •• •S ELLV. S H FOR SPACING WOO STRU E _ ._. _ _ V.o .FOR SPACING EE FA A 1 12' ------SCREEN OPT. _______g F=7 • • r[Q3 '- Wy' � 3 STRUCTURE TYPICAL ANCHORS 10 EXTERIOR t7 a tii z;A 1 SEE ELM �!vr�f FOR SPACING 2 0.L.OPG. 18 Q ^ L{ VENT WIDTH J F qy WINDOW 1NDTH J �$ ALTERNATE LOCATION 18 4 REOD.AT 17"O.C.FOR SERIES 4030/4011 WOWS. ALTERNATE ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. 7 REOD.AT 8-1/2'O.C.FOR SERIES 4062 WDW. AT LOCK SIDE m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM oz n AND TRANSFER THEM TO THE BUILDING STRUCTURE, U 3o�+LL MIAMIA-DADS N MULLION TYPICAL ANCHORS: SEE ELEV. FOR SPACING SEE SEPARATE NOA TYPE MC HDRSSEC ELEV K 33 o tg 1/4' D A uL7RAcnN BY 'Ftrn, (FU-177 KSI,"155 KSO FOR SPACING 1 CL CO ANTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1f_=_Ti < O 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY --_ i i z!2 om 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY - 114 SMS OR SELF DRILLING SCREWS (GRADE 2 qts) - INTO METAL STRUCTURES o C R STEEL 12 CA MIN. (Fy a 36 KSI MIN.) m ALUMINUM : 1/8" N. MIN. (6063-TS MIN.) IC (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) WINDOW WroTH WINDOW WIDTH o d 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') •N (NO SHIM SPACE) S° a g TYPICAL DI TAN- <m INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. • Eny,tdAVADAHIAAD PRODUCT REVISED INTO METAL STRUCTURE - 3/4' MIN. CML m—I'PfyinrwiD,theriodde 1 M.PE= 70592 Hvilding Credo S GANr 538 Ac«,,lwtco Nn/4-10"}0.14 �. CONCRETE Po - 3000 PSI MIN. /',`. tk P%i.timDat. 0 C-90 HOLLOW/FILLED BLOCK fmm 2000 PSI MIN. �/ ✓fir f1 I/ , Mimn�t�l do laodnctcowol dr°winy no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH EB U 5 2015 -` W09-50 SCHNEE MOREHEAD SEAM SEALER SM5504. .haat 3 or 4 • • ••• • • • ••• •• •• • • • •• •• • 8 Y�1 . • • • • • • • • • Z F .090 . ... , ... asst 2.745 .078 — — - I O 1.113 • ••• • • • •• •062 .500 • • • �0 • •• • I• 0 �F-----2.504 . 7 0 . QQ FRAME HEAD/SILL/JAMB 761 I j Sfl t 1.2106 4 2.853 2.029 ~ to^ r2.1 $ZMti 2.898--y 3 0 Q2 SASH TOP/BOTTOM/VERTICAL IF� FRAME CORNER 'z -y.725 / 2.122 K tm f 8.188 J. j v �i o �{ .646— .045 '_e49 7 to z m F L__ tI � IL I 1.067 .770 Q 7/16" GLAZING BEAD Q SASH CORNER KEY t5 �W it, •8644,1101 xT �9.846 .045 2.121.087-1 Q 5/16^GLAZING BEAD R 188 Figr:JAV�`AYh,NO PROUI1Cf RRVISGD � •� 03 complying with the Elands 063 _� FLA,rPEN.'J35se�s92 RnilaingCodo l4-t030./d 34 k Aaeptruxro No • J;" FapiratimD'ate 20 41 5 —2.225 1.989 • (r !" Midire Pmdoct Control Browing no. VENT CORNERr FEB V5`2015 W09_50 Q CANTILEVER PLATE © FRAME CORNER KEY sheet of 4