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WS-18-1398 PermitNO. S-5-1°8-1398 Miami Shores Village Permit Type.,Windows(Shutters 10050 N.E.2nd AvenueNE 33138 Miami Shores,FL 33138-0000 Per I ark Classification:Window/Door Replacem Phone: (305)795-2204 FtPetmrt Status:APPROVED N o i"vA Issue Date:512512018 Expiration: 11/21/2018 Project Address Parcel Number Applicant 770 NE 97 Street 1132060142200 Miami Shores, FL Block: Lot: JAS MENNES Owner Information ' Address Phone Cell HELEN MENNES 770 NE 97 ST MIAMI SHORES FL 33138-2526 Contractor(s) Phone Cell Phone =Feet: �320 � KONSTRUCTICA LLC (786)246-2529 Valuatio Total Sq Type of Work:REPLACE 10 WINDOWS AND 5 DOORS Available Inspections: No of Openings: 15 Inspection Type: Additional Info:REPLACE 10 WINDOWS AND 5 DOORS Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building i i Fees Due_ Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 DBPR Fee InVOICe# WS-5-18-67651 i $3.75 05/25/2018 Check#: 1659 $236.05 $50.00 DCA Fee $2.50 Education Surcharge $2.60 05/22/2018 Check#:1657 $50.00 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $286.05 i In consideration f t issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining theret n strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this p i sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for E RI AL,PLUMBING, MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction in uthermore, I auth Mhe abogaryril contractor to do the work stated. 5 May 25, 2018 Authoriz ignature:Owner , / Applicant / ♦Contractor / Agent Date Builds g epartment Copy May 25, 2018 1 ZFE C ov ED Miami Shores Village MAI 22 lata } Building Department L&S 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201-4- BUILDING Master Permit No._� " 13c1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL l ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: fro �� GCI City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: r 11- 3204C-014 2200 Is the Building Historically Designated:Yes NO Occupancy Type: S PW- Load:' Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): cJC,ytse.S F. Iennee. Phone#: Address: 770 N6 97 sf City: /I'mrn) S410res state: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: _21<e,n5f LL C Phone#' �,c:e ,:^.a,;, � �.:;..'s• ••,A. .d ;fid»:;:'�y�s j •.c,:_�;,, ,.,: ;;�j,y Address: 1730' walikeov- a►v� - City: /`,11 amyl I „11 State: / L zip: 3.31 S7 Qualifier Name: Zat5 Ayp,4i1 ? Phone#: 786.2Y� 'ZS29 State Certification or Registration#: lCG G 1 S 25 Y!6 Certificate of Competency#: DESIGNER:A—rehitect%Engineer: fzc*nu; SEM4S Phone#: + Address: 13331 saw 12 *jevy, City: I-01”' ,ryJ t State: fL Zip: 331 YL1 Value of Work for this Permit:$ 12, 000 ' Square/Linear Footage of Work: J90 Type of Work: ❑ Addition ,❑ Alteration ❑ New EZRepair/Replace ❑ Demolition Description of Work: 1?,fr10Ge. . %AnAawt 01rna 'bort �...a .•�a.,:+c t,7 - ,^,y�>sa...rt�.4�'�Y'1!"� e+"'>.`.+.::i�1 - - - +a.r.�- 1., , t v.�'r+r•SH+c:'.iyl;t�7 r,+'lrt ��� .{ .iw,xti,a r+'yrlr,•+.I+..i�'17a"'Y.4�""'1�'�4"•+i..f,j \ d`,. i:Yt1h,�-}ft,�rttr:i►4&fL'1 <e- Specify Specify color of color thrugir �t"':' `� ; .� .} �a<w k.=,�• 'r�r•'+aid',qsy�'`,p.+'w'�s'u'-„r`•-/'y,•'v'�r�'V�al�/'hn` . V” eCCtFf.atiJ•v,'4,,r;,,•`if`.�,.hr"'�.,, Submittal Fee$ Permit Fee$ Li5� $ 0 Scanning Fee$ Radon Fee$ 2, ' DBPR$ 3' 5 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r I r�ha V Bonding Company's Name(if applicable) P ' F , Bonding Company's 'Address K _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address w A '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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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•'PRO PERTY.° 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 exc6 ding'$2500,'fhe,'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's'ub eccto attachment. Also,a certified co o the-recorded notice o commencement must be osted'at�the job site P P Y 1PY f f P 1 for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature S gnature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �'.;o I,--I ,;, 17 day of 20 /9 by d 7 day of .20 by LTAwrr dOVIew~f who is personally known to Lki f ,,4v rikoff who is personally known to me or who has produced as me or who has produced _ _ as Went ification and who did take an oath. identification and w{hodid take an oath. NOTARY PUBLIC: NOTARY PUBLIC: t 3 Sign: Sign ra r»<ss s ..,fra1 Print: Print- Seal: " NOM%W SraW or FibrWe Seal: � p Maw Ana Marta De Cordova Ana My ConMnieMIm Do Cowrdova NA FF217186 40,; My Commission NA FF217106 / Expk"04/OW2019 Expk"04ro6r2019 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5N,0Fs Miami.'Shores Village Building Department ago pi I� r'+ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ` reatr�e°yd Tel: (305) 795.2204 OR.- Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass4cladding) 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: t Ae N Q—C Quali ier/Owner Signature Date Print Name SNoREs D Vic. Miami shores Village ' 1181M Building Department d 10050 N.E.2nd Avenue � y Miami Shores, Florida 33138 OR Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two(2)copies of drawing of the building,showing location of the windows,doors and shutters to be replaces. ❑ Two(2)copies of the Comparison Chart,with all the required information.(NOA approval ti number,size of each opening,(width and height),opening design pressures,and design pressures for each component taken from the individual NOA,"Notice of Acceptance") ❑ Two(2)copies of State of Florida or Miami Dade County approved NOA for each different components being installed.(Windows,Doors,Mullions,Fixed Glass,shutter) ❑ Florida Building Code-Existing Building,section 706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code,Building. .Exceptions: 2. Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors,skylights,'and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate i area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening.The minimum opening size:(20"wide x 24"high) ❑ If Owner is doing the work,include the Owner Builder Disclosure. ❑ Require inspections:Buck(if greater than 1 x),Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL.GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 5/22/2018 Property Search Application-Miami-Dade County 1 0 `ICE OF THE PROPERTY'r APPRAISER ff r„ Summary Report Generated On:5/22/2018 Property Information a" Folio: 11-3206-014-2200 a 1 770 NE 97 ST �' # Property Address: Miami Shores,FL 33138-2526 Owner JAS MENNES&W HELEN Mailing Address 770 NE 97 ST " o - ,� MIAMI SHORES,FL 33138-2526 PA Primary Zone 1000 SGL'FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE ' Primary Land Use i �* FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 � Floors 1 ,® ^� Living Units 1 � + r Actual Area 2,176 Sq.Ft � Living Area 1,866 Sq.Ft Adjusted Area 2,017 Sq.Ft Lot Size 8,625 Sq.Ft Taxable Value Information Year Built 1950 2017 7 016 2015 County r Assessment Information Exemption Value $50,000 1 $50,000 $50,000 Year 2017 2016 2015 Taxable Value s $110,711 $107,406 $106,312 Land Value $258,854 $224,198 $207,224 School Board Building Value $143,460 $143,697 $143,933 Exemption Value $25,000 $25,000 $25,000 XF Value $24,876 $25,093 $16,158 Taxable Value 1 $135,711 $132,406 $131,312 Market Value $427,190 $392,988 $367,315 City Assessed Value $160,711 $157,406 $156,312 Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,711 $107,406 $106,312 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Cap, Reduction $266,479 $235,582 $211,003 Taxable Value 1 $110,711 $107,406 $106,312 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 previous Sale Pfice OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 3&E1/2 OF LOT 4 BLK 69 LOT SIZE 75.000 X 115 l The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ` I i k I I1111111111111111111111111111111111111111111 C-17114 2013RO67381-39 OR III< 28789 P9 2909► (lag) RECORDED 08/26/2013 10:43:32 HARVEY Rl1VINr CLERK; OF C:OtJRT ' MIAMI—DADE COIJNTYt FLORIDA � LAST PAGE This instrument was prepared.by: Name: Sergio Gonzalez Address: Firstbank Puerto Rico 9795 S.Dixie Highway Miami,Florida 33156 Loan#471262229 SATISFACTION OF MORTGAGE KNOW ALL MEN BY THESE PRESENTS: That FirstBank Puerto :Rico, formerly known as Unibank, formerly known as Ponce de Leon Federal Savings and Loan Association a banking corporation organized under the laws of the Commonwealth of Puerto Rico, doing business in Florida as FirstBank Florida,the owner and holder of a certain Mortgage executed by James F.Mennes and Helen C.Mennes,his wife,bearing date the 18"'day of April, 1.995 recorded in.Official Records Book 16759,pages, 0530-0537, in the office of the Clerk of the Circuit Court of Miami-Dade County, State of Florida, securing a certain note in the principal sum of Eighty Thousand and 00/100 Dollars($80,000.00)Dollars,and certain promises and obligations set forth in said mortgage, upon the property situated in said State and County described as follows,to-wit Lot 3 and the E'%:of Lot 4 in Block 69 of MIAMI SHORES SECTION 3,according to the Plat thereof,recorded in Plat Book 10, Page 37 of the Public Records of Dade County,Florida. In addition this instrument also satisfies, ADJUSTABLE RATE RIDER, dated April 18`x', 1995, all in the Public r Records of Miami-Dade County,Florida. hereby acknowledges full payment and satisfaction of said note and mortgage deed, and surrenders the same as cancelled,and hereby direct the Clerk of the said Circuit Court to cancel the same of record. WITNESS our hands and seals,this'day of 2013 (CORPORATE SEAL) ATTEST: �� irstRank Puerto Rico a bankin cor ions'>anized Mar• E.Medinilia,Loan Servicing Rep_ under the laivs o t mwenhh o Puerto Rico doin bus" e �Ilorhli as I i ctbank.Florida { Signed Sealed and Delivered in Presence of Print By: Na za ez Luis .Rodriguez,A. . Loan Servicing Manage. Print ame Tomas R Rodriguez STATE.OF FLORIDA ) SS: COUNTY OF MIAMI=DADE } The foregoing instrument was acknowledged before me this day of 4A.D.2013 by Luis A. Rodriguez and Maria E.Medinilla well known to me to be Assistant Vice President and L an Servicing Representative respectively of FIRSTBANK PUERTO RICO, and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily wider the authority duly vested in them by said corporation and the seal affixed thereto is the true corporate seal of said banking corporation organized under the laws of the Commonwealth of Puerto Rico,on behalf of the Corporation. By: C� rint Name: Notary Public for the State of Florida a°0 P MARIBEL L.CANOVACA * * MY COMMISSION f DO 926706 EXPIRES:September 27,2013 rFOF FV°Q-- Bonded Thru Budget Notary Services f F t } - � 1 WIND LOAD CALCULATION for O { -1- =-- NEW WINDOWS for: Mr. JAMES F. MENNES 770 NE 97 ST :t ` MIAMI SHORES, FL 33138 qz = 0.00256 Kz Kzt Kd V 2 H= 13'-0" - EXPOSURE-C - { V=175 MPH } Kh= 0.85 Kzt=1 .00 '..• .; } . ... Kd 0.85 ...:.. qh = 0.00256 (0.85) (1 .00) (0.85) (175)^2 -::::- qh 175) 2 •...,•qh = 56.57 PSF ' a W=qh (Gcp '+/- Gcpi) . . . . ...... P= 0.60W .. .. . �. P=qz (Gcp +/= Gcpi) P=qz (Gcp +/- Gcpi) HR(74"x50 5/8")XO HR(111"x63")XOX A= 13.10 SF A= 16.20 SF qh = 56.57 PSF qh = 62.99 PSF I ZONE 4 ` , ZONE 5 GCP= 0.98 GCP= 0.96 GCPi=0.18 GCPi=0.18 W= 56.57 ( 0.98 +0.18)= 65.62 PSF W= 56.57 ( 0.96 +0.18)=, 64.48 PSF P= 0.60W = 0.60(65.62) _ + 39:30 PSF P= 0.60W = 0.60(64.48) _ + 38.80 PSF GCP= 1.08 GCP= 1.06 GCPi=0.18 GCPI=0.18 W= 56.57 ( 1.08 +0.18) 71.27 PSF W= 56.57 ( 1.06 +0.18)=+ 70.14 PSF I P= 0.60W = 0.60(71.27) _ - 42.70 PSF\ \` 1 I I 1 1 1 l P� 0.60W = 0.60(70.14) = 42.20 PSF WIND. PRESSURE ALLOWABLE �� \ S�Q�/ ,WIND PRESSURE ALLOWABLE + 70.60 �!•\G�NSE S + 70.00 - 80.00 33 - 70.00 t = No 202 Y .X � CI�/IL STFZ LICTLJ�o- ,p '• -(PSE PLOR��P. �C'�` 8331 SW 12 TERRACE.MIAMI ,FLORIDA 33144 �ss I ON PN P.E. No: 20233 td:(305),986.-4776 a , t WIND LOAD CALCULATION for O ' NEW WINDOWS for:. Mr. JAMES F. MENNES 770 NE 97 ST MIAMI SHORES, FL 33138' " • O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) � r HR(48"x36")XO HR(37"08,3/8")XO A= 6.00 SF A= 4.88 SF qh = 56.57 PSF qh`=_56.57 PSF ZONE 4 ZONE' 4 GCP= 1.00 + GCP= 1.00 • • •••••� •••••• GCPi=0.18 GCPi=0.18 •• • ' •'• ' ' W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 6V;5 PSF •��"� P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60066*5) _ + 40.10 PSF:•••• GCP= 1.10 GCP= 1.10 0••••0 ,e �••� ••••• GCPi=0.18 ° GCPi=0.18 """ " •• •• •• •••••• W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10•!0+18)= •72.40 PSF • P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.90(72.400) = aQ PSF""'•' WIND' PRESSURE ALLOWABLE WIND PRE9M%U.RE-ALLOW4pl_E + 70.00 + 70.00 �••�•� - 80.00 - 80.00 P=qz (Gcp +/- Gcpi) P=qz (Gcp +/= Gcpi) r HR(37"x26")XO HR(74"x38 3/8")XO A= 3.34 SF A= 9.76 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00E GCP= 1.00 • j GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.00 +0.18)=4 66.75 PSF f P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 -4-0.18)= ' 72.40 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.60(72.40). _ - 43.40 PSF WIND PRESSURE ALLOWABLE ` WIND PRESSURE ALLOWABLE + 70.00 ' ��� ,� Q& + 70.00 F"NS - 80.00 Q` ��G E is = - 80.00 r1o.20233 * * - MANUS I SI QUOS n LOR�OP R331 SW 12 TERRACE MIAMI FLORIDA 33144 P.E. No: 20233 td:(305),586-4776 r . rWIND LOAD CALCULATION for O NEW WINDOWS lfor: Mr. JAMES F. MENNES 770 NE 97 ST MIAMI SHORES, FL 33138 i .. i P=qz (Gcp +/- Gcpi) - P=qz (Gcp,+/- Gcpi) HR(37"x50 5/8")XO FD(3'-0"x6'-8")X -A= 6.55 SF A= 20.00 SF a qh 56.57 PSF " qh'- 56.57 PSF x ZONE•4ZONE 4 ,�•�• GCP= 1.00 GCP= 0.95 • • �,.•••• •••••• GCPi=0.18 GCPi=0.18 •• • " ••• • W= 56.57 ( 1.00 +0.18)= 66.75,, PSF W=' 56.57 ( 0.W}x'18)= 6•.1:92•PSF 000000 P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(�6�92 ) = 38. 0 PSF;••••; GCP= 1.10 'GCP= 1.05 00000• i �••• ••••• GCPi=0.18 GCPi=0.18 •••••• •• • ••••• W= 56.57 ( 1.10 +0.18)= -72.40 PSF W= 56.57 ( 1.05•tA.18)= 69. 8 PSF •• P= 0.60W = 0.60(72.40) _ - 43.40 PSF P="0.60W = 0.;0(69.98) _ 4L QQ PSF ***so • WIND PRESSURE ALLOWABLE WIND PRE9%U.RE:ALLOW4QL� + 70.00 + 70.00 • - 80:00 - 75.00 i P=qz (Gcp.+/- Gcpi) P=qi (Gcp +/- Gcpi) FD(2'-8"x6'-8")X SGD(8'-0"x6'-8")XX j A= 17.80 SF A= 26.70 SF G qh ='56.57 PSF R qh = 56.57 PSF ZONE '4 ZONE 4 GCP= 0.96 GCP= 0:92 GCPi=0.18 GCPi=0.18 W= 56.57 ( 0.96 +0.18)= 64.48 PSF W= 56.57 ( 0.92 +0.18)=}62.27 PSF P= 0.60W 0.60(64.48) _ + 38.60 PSF P= 0.60W = 0.60(62.27) _ +, 37.50 PSF GCP= 1.06 GCP= 1:02 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.06 +0.18)= 70.14 PSF W= 56.57 ( 1.02 +0.18)= 67.88 PSF t P= 0.60W = 0.60(70.14) _ - 41.90 PSF P= 0.60W = 0.60(67.88) _ 40.90 PSF WIND PRESSURE ALLOWABLE \\��11 I I I j/i� WIND PRESSURE ALLOWABLE + 70.00 d �. ��`JN3 7yo + 70:00 } - 75.00 /1j baro /6)`` - 80.00 r 4 0 ��b1S Sy_, 0 = MANUFI SIQUr-S �ti �( ;z 8331 SW 12 TERRACE.MIAMI,FLORIDA 33144 P.E. No: 20233 td:(305)586-4776 • 1 3 WIND LOAD CALCULATION' for NEW WINDOWS for: , Mr. JAMES F. MENNES 770 NE 97 ST MIAMI SHORES, FL 33138 , t . O t • 'k P=qz (Gcp +/— Gcpi) SGD(8'-0"x6'-8")XX A= 26.70 SF qh = 56.57 PSF ZONE 5 +••• GCP= 0.92 i ••• �•••+•~ ••••�• GCPI=0.18 u • • • • W= 56.57 ( 0.92 +0.18)= 62.27 PSF •••+•• •• • •+•••• • I P= 0.60W = 0.60(62.27) _ + 37.50 PSF ••••. "•• • �••••• GCP= 1.25 1: •••• ••�••• GCPI=0.18. • + • • • W= 56.57 ( 1.25 +0.18)= 80.89 PSF •••••• • • P= 0.60W = 0.60(80.89) =F--48.50 PSF • • • • •••••• WIND PRESSURE ALLOWABLE ' • • • •••••• + 70.00 w •' — 80.00 f I a t 9 3 r r r G l 2 6`2•. )0IN; m :U' =_ MANUF 1 SI QUF S t 1 8331 SW 12 IERRAM I IAMI, RORIOA 33144 ••• * �� { P.E. No: 20233 td:(3MAS-4776 ��1111111 , MIAMI-RADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION ' 11805 SW 26 Street,Room 208 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F.(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/eeonomv ECO Windows Systems,LLC 9114 N.W. 106'Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictign(?VVJ). This NOA-shall not be valid after the expiration\date stated below. The Miami-Dade CduntVTroduct Cditol Sect M:• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) t :er:: the rib to have•thisg�• product or material tested for quality assurance purposes. If this product or material fall*•tp�erform intlie accepted • + manner, the manufacturer will incur the expense of such testing and the AHJ may imrne.diately reypke•modify'of• suspend the use of such product or material within their jurisdiction. PERA rese vasAe rigAt ta.t'Zrvoke.Ws. acceptance, if it is determined by Miami-Dade County Product Control Section that thin product o,r iateri al fails to.• meet the requirements of the applicable building code. •• •• •• •..... This product is approved as described herein,and has been designed to comply with th4F?4A4a Building Code, •, including the High Velocity Hurricane Zone. :...;. •••••• DESCRIPTION'c Series 600 Aluminum Outswing Doors-L.M.I.W '•' '•• ` _ .. .. . APPROVAL DOCUMENT: Drawing No. 12-08 Rev E,titled"Series 600 Alum Outswing EntrMcdDoor (L.M.I.)", sheets l through 9 of 9.(inclusive 7.1),prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15,2018, 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 Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 &2 in-sheet 7_1. 2. Laminated glass types G1 and G2 are limited to'Kurarary's .090"Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/Eastman Chemical's .090" Saflex interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. J TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement'of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and!followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be, done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and x ' shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1218.15 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. , • M .NOA No. 18=0319.13 MIAMI•DADE COUNTY Expiration Date: March 20,2019 / Approval Date: May 10,2018 Page 1 M� k ECQ Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted°under previous approvals A. DRAWINGS i 1. Manufactuier's die drawings and sections (see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",'sheets 1 through 9 of 9(inclusive 7.1),prepared by Al,-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) f 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 •••• 2).Uniform Static Air Pressure Test, Loading per FBE T.A$ 202-94•. •••`•,• 3 Water Resistance Test Tier FBC TAS 202-94 •• l•• :•:' 1. ) 7h 7 ....0. .. . 0000.. 4) Large Missile Impact Test per FBC, TAS 201-94 0..;00 0 • 5) Cyclic Wind Pressure Loading per FBC, TAS 202-� •o :•• .• :•0••00 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94.0 • •• 00000 • along with marked-up drawings and installation diagram of an aluminum Outswusg Frfoh•door, ••0•' .. .. 0 0. 0000.. prepared by Hurricane Engineering& Testing, Inc., Test Report No. 0 0 0..0 0• HETI-12-3357,HETI-12-3358, HETI-12-4003,HETI-12-4003 and IIEVI-1' 4027dated•03/16-....:. .0000. 26/12, all signed and sealed by Rafael E. . . Droz-Seda,P. E. • 0000.. 'Note: The above referenced test reports have been revised by an addendum leTterodatedOJwi8.29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Sed;,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), + prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-13 00-02, -04&-09. 1 . ' D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Ndtice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont ` DeNemours & Co., Inc. for the`Butacite® PVB interlayer", expiring on 12/11/16. ' 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", expiring on 05/21/16. 3. XL Edge seal System 201,SS spacer by Cardinal IG. ` F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad,P.E. ` 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0603.13,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Is aq I.Chanda,P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20,2619' Approval Date: May 10,2018 E-1 r E t . + + EGO Windows Systems,LLC } NOTICE OF ACCEPTANCE:,EVIDENCE SUBMITTED i 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E,titled."Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1),prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad,P. E. B. -TESTS 1. None. ' C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition)'prepared by 4t f arooq •; t Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sly®d and sewed By i0ect Ahmad,P.E.(submitted file#17-1102.18) , �••• ;� D. QUALITY_ ASSURANCE "" •• ••••• 1. Miami Dade Department of Regulatory and Economic Resources (REIN,• • -• wl • E. MATERIAL'CERTIFICATIONS •• •...:. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Ind. (Wrmer E.I. DuPontUB•.; Nemours& Co., Inc. for the"Trofosil® (Clear and Ultra clear)PVB• lass interlWrs", expiring on 07/08/19. F I 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear& Color Glass Interlayer", expiring on 05/21/21 1 F. STATEMENTS a 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6th Edition (2017) and'of no I , financial interest,prepared by Al Farooq Corporation, dated 10/04/17, signed and-sealed by Javad Ahmad,P.E. ' R G. OTHER F 1. This NOA revises NOA#17-1218.15, expiring 03/02/2019. . i + t t k 4 1 Is aq I:Chanda,P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20,2019 s Approval Date: May 10,2018 ` E-2 x + P �r - 13q0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS00 -, .090" Interlayer .090" Interlayer 0I Trosifol PVB Trosifol PVB N -o By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' m 3. ko 1/8""HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS O Z " civ Q w � _ - uj I n. r, SILICONE SILICONE a e' Z m DOWSIL, 899 z m DOWSIL 899 O O� a Ov � 26 M V)i p w N 26 L X `° in D a f i II II ! rn 14 i 8 14 I I: 8 //p�� = N W ei I I p & 0 < amapp I\ I o I\ I 34 x N N 0 W W / It 2 J / 1 /Li W SETTING BLOCKS AT LAM. GLASS LL w y U. c 41j w READ. FOR WIDTHS EXCEEDING 36" ONLY. i Z O f M f — NOTCH GLAZING BEAD LEG TO j Z W Q w CLEAR BLOCKS Q W 0)g F GLASS TYPE"G1' GLASS-TYPE' 'G2' • 0• J iA • 1/8" TEMP. GLASS • o! J • 040 LOO 40 006 00 00 5/16" AIR SPACE • LO 1/8" HEAT STREN'D. GLASS RECEIVED 0 0• 0000•• .090" Interlayer •• W • •'�"� Saflex Clear And Color Glass MAY 2 2 1018 •• 91 (f) W IL ••••• [C • • By 'Eastman Chemical Co.' •• z N I•-(D•• ••••• ••• N(D • + 1/8" HEAT STREN'D. GLASS t�0rn ' a + N 00.000 O O fir.•If1• ;ui SILICONE • pp 0 I • •; z m DOWSIL 899 •• ¢ Z I�iO • •••• SERIES 6�Q cn N 26 CARDINAL XL oo Z'} o ALUMINUM OUTSWING ENTRANCE DOOR10 EE 15/ 8 ST.DGco O O o LJ J SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. I I w (yl 00:2 Lu STAND ALONE SINGLE SIDELITE SEE SHEET 3. \ N SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. I I 35 SILICONE LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL a_ o APPLY TO ENTIRE SYSTEM. w \ �7c \ / SETTING BLOCKS AT INSUL. LAM. GLASS o m m DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 00 RESISTANCE IS REQUIRED. c N N O aw o 0 = GLASS TYPE 'G3' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4itODUCIi REYLVO v a w aw w REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE as CamFIYh&e w'la the F7ai& o0i aLvw Z a INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). mgea" ' W o AeoeptsaceNo —Oj�y/3 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE F-M arad"Date ---f f42W 2.6I-1 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. Ib�_S�.-S Ka a 16 N N n O pry 0 0 0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1p16lp�alaetC°rlld 0 0 0 o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 0 c a m 0 o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �. 0GENs�c' .® _ o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I 00 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "Aa.70592 = 0 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �" q p 1 FOR A SITE SPECIfiC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �N s'5 L010' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR _ : A E OF �` drawing no. WATER INFILTRATION RESISTANCE ETC. W1 Z—�$ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �� 0 .OP• ®�` CONDITIONS NOT SHOWN' THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE NOT REQUIRED. /���® AND TO BE REVIEWED BUILDING OFFICIAL sheet 1 of g } U 39 3/4" MAX. 76" MAX. 37 3/16" MAX. 0000 FRAME WIDTH FRAME WIDTH FRAME WIDTH �I N HEAD & SILL ANCHORS ZM % AT STILE ENDS 0 Z M 14 Z _ 12" (4) AT 3" O.C. 12" 12" w N a MAX. - MAX. - MAX. Q tv 0- 5" MAX. 5" MAX. 5" MAX. a "c ^ HEAD/SILL A cj 10 SFI�LLD HEAD/SILL A ,__\ S LL HEAD/SILL F SILL OWN` m Ov CORNERS CORNERS �� �\ CORNERS a w \ 1= I I O V to I I O Q W rl m < 0 //0IL y IL G rlrl ---t1� - \� ----It---- ii Ic W Z 0 N C FI)I C /I I I I w N u- 0 II E II E II ? o z M / I I LOCK OPTIONS / I I LOCK OPTIONS I I .� 0 0 Q / II #1 OR #2 / II #1 OR #2 \ r II Z M - w (OPTION 2 SHOWN) I I (OPTION 2 SHOW f I Q w of a ~SEE SHEET 7.1 r c� a _ SEE SHEET 7.1 uj ====FOR DESCRIPTION FOR DESRIPTI0�W Qw o ,am _ •••o sm 000000 Of LL) to iaa,. to ` I i O <n aw cn 0 �� ^ ' 00 w i t' N • J • •• � J 00 ci _ N < J -_----U----- �� 0 • ----L----- a p ILL ---T----- Q w ----It---- -----IL----- •• II °0 • X w -----IT----- •• 00 0000•• \ I I \ I I / N I I •• Pi V) • \� II 000• N \� II �/ ~ II • •• 0 • • W • • II II II � • •• II � II / II • �- � � 0000• I II II II ••• ! to W• IA 00 0•0•• -__ __-- -__ __- / -__� ____ • • } �[ • • II� I� / II •• Z N ( N •• 0000:0; II II I0001 g _•0) • 5 oro • • 000000, •• JZ •0000•• i41 •l ACTIVE I INACTIVE I I ACTIVE o 3 Z�•'�' to LiJ M ; C14-J CnN N W O O 0 ... SURFACE APPLIED 2 Z SURFACE APPLIED z •SURFACE APPLIED Ld Z N W 00 FALSE MUNTINS OR 26 15/16" a FALSE MUNTINS OR 26 15/16" 26 15/16" aX FALSE MUNTINS OR 32 3/4" a DECORATIVE GRILL D.L. OPG. tO 0 DECORATIVE GRILL Ill OPG OPG. D.L. OPG. to 0 DECORATIVE GRILL D.L. OPG. `O 0 MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. F N LEAF WIDTH LEAF WIDTH m W In w 0 a o n (X) (XX) (0) U STAND ALONE SINGLE SIDELITE 0a o o W SEE SHEET 3 FOR CAPACITY a o Z DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF v m < CIL a v SINGLE DOORS (X) DOUBLE (XX) aNi Zi a a o o x :3 Z DOOR DIMS. LAMINATED GLASS (� DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) 175:.0 .(-) �)V FRAME LEAF FRAME EXT.(+) INT.(-) �ODL'C r REVS d WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT 6c caeoplylad wets the I lor;& y 39-3/4" 37" 98" 70.0 ) 76" 37" 98" 70.0 75.0 mag )� O 3 I 4 0 _ Aoceptaece No N o 0 0 o W-q& d0a Date_-z t,2.dnj (e 'v 0 i 1 C Q m U O W I GLASS D.L.O. DIMS. C4I D.L.O. HEIGHT = FRAME HEIGHT - 11.125" ��'''�,10ENS�r •® �: a o D.L.O. WIDTH (X-DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 _ 0:70592 = r 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE S�1 drawing no. 5 18 ® •. TE �� NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) ��a R�pP,. ' ®�: EGRESS REQUIREMENTS TO BE REVIEWEDRIDAUILDING ... W 1 2-08 l' BY BUILDING OFFICIAL. DECLARAAND TORY STATEMENT DCA05 COMMISSION DEC-219 ���ii�D®NAL� �`` /ittlII111�� sheet 2 of 9 o DESIGN LOAD CAPACITY - PSF 148" MAX. U w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH °D STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD & SILL ANCHORS SIDELITE SIDELITE SIDELITE SIDELITE AT STILE ENDS -� � WITHOUT WITHOUT WITH Z r` 3 FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING 0 .. M z CLUSTER OF (4 AT 3" O.C. ko WIDTH HEIGHT WIDTH HEIGHT 6" (4) ANCHORS INCHES INCHES EXT.(+) INT.(-) INCHES _INCHES EXT.(+) INT.(-)_ EXT.(+) INT.(-) _ 3 AT HEAD/SILL MAX. F W Z N a 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5" MAX. Q IL 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL I F TMP' __` /('-' ,- SILL D ,-_-, 0 w N\- m rj e CORNERS �3 82 70.0 75.0 ,' 36 82 70.0 75.0 70.0 75.0 \� /� \� \� IL ?yjLu m H U. 37 70.0 75.0 37 70.0 75.0 70.0 75.0 _ _ _ , 42 61.7 66.1 42 61.7 66.1 61.7 66.1 ll� 24 70.0 75.0 n 24 70.0 75.0 70.0 75.0 i I i // i i \\ 0 -M o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 d p Q 0 36 86 70.0 75.0 36 86 70.0 75.0 1 70.0 75.0 if 11 / I I \ O tj 37 70.0 75.0 37 70.0 75.0 70.0 75.0 -===ir==== ==-tLi= / - i I M 2 C /--- \ LL 42 61.7 66.1 42 61.7 66.1 61.7 66.1 I I XI I i \ LL Z 0 -- o 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I I I / I I E I , \ a m Q 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75.0 x: H i I / I I i I \ w 0 ~ 36 64.1 64.1 36 64.1 64.1 70.0 75.0 1 = 37 63.3 63.3 37 63.3 63.3 70.0 75.0 ( U) • **A 63.3 63.3 2463.3 63.3 70.0 75.0 o II o 624 •••v ••�.• w 00 J 30 57.8 57.8 30 57.8 57.8 70.0 75.0 w o I( I I I I rn wQ to o ' J • �, � • 98 98 p ----JL__--- ---_Ti 1J 1 I J •• •• coo •••••• 36 53.1 53.1 36 53.1 53.1 70.0 75.0 N -----'i----- \---- ----- I I / A U1 •• 37 52.4 52.4 37 52.4 52.4 •70.0 75.0 ww �'O ~ II \ II •• 2 •• g ••••�� REINFORCING I I \ I I / •• Ld h ••~AS .•.•• II \ II EQD LOCK OP O S ~ ~ LJ • • SEE RCHART =__��____ ___�___= I I #1 OR/#2 ••� } Lai. • `• ••••• II I\ I I (0 TION 1 S 0 ) •• z (n WtD•• •••••• I I I I I I SE SHEET 1 ••• g N�p�rn • DESCRIFTIOti i N ••••i•i I ii G B ii I I / CD O �Mi•�• \ 1 / I 3E Ln • < • • ��- INACTIVE \I I ACTIVE' -�.\ 0 3 �w o N J N v 0 00 W 39-3/4"'MAX. (SINGLE) SURFACE APPLIED I a M w W U ~ SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16' ¢ W DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. tO MAY BE USED NOTE: 37" N FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH m ? m W 39 3 4 MAX. (SINGLE) 0 s N FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH " ) p 0 LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76' MAX. (DOUBLE) N R F WILL APPLY TO ENTIRE SYSTEM. a SEE CHART AT LEFT DOOR FRAME WIDTH 0 a 0 0 , (OXXO) U a w a w 0 a 0 0a" a 0 w 0 0 z MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 c GLASS D.L.O. DIMS. Qt2. Q D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000"D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 48ODUC£REVI" = r�compiylaeg with like FWi& Utddiog Cade Aoceptaace No Etpl ld"Date o� ��' �CEIdS�r •® : :u \ N a ; 70592 NOTE: 6W It s GLASS CAPACITIES ON THIS SHEET ARE A it I�Io. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ® T OF ��/ drawing no. , AND FLORIDA BUILDING COMMISSION %�� '••.,• OF p�.• ' ®�� i ' W12-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 PROPERLY SECURED 2BY WOOD BUCK 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK OR THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE 00 PENETRATION FOR SPACING ° EDGE DIST. SEE NOTE SHEET 1 METAL I D EDGED EDGE DIST. STRUCTURE D. 'I I z OD O Z T M N Z W- fG Q - , Q N 1 � 0 � � 0 Q Q ¢ X U O W N M O � N a a � N o � N a � W 25 I I m D f• a I 1 w w w g I I N W \ f=/I W \ N W \ N ./O� � � h I I V O W at AO 33 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q► M o0 I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONSO IL 0< A I I FOR SPACING FOR SPACING FOR SPACING C Iu1 7 I ' Q W z 1'i N i IIr-------------------� W i 1I MIAMI-DADE COUNTY APPROVED 11 3 02 M 1 CLIPPED MULLIONI I Z �'�Q W SEE SEPARATE N A II Q W Os 11 II II L--------- ........I - •••• -� • N -- 00051 •••••• • I J 'n • Al 0 •• i� •• 00 •••••i 00 W •• C.A N •- II- in • • W • •• • • SEEZING S SHEET 110NS TYPICAL ANCHORS •• a ~ w• • • •• It SEE ELEVATIONS • 'r [[�� • • ••'• t- X F- < FOR SPACING �•• (n Nom:' ••••�•, a = tA, 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS • c71 •• x _ � c� c� fY, 2 = w O 0 • > M•M •••••• 00 = ., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER P I • • co > M Q'y - p :•••••; m a d W THEM TO THE BUILDING STRUCTURE. •• �;54 Z �. ,y 0-1 Li 0> J it II 1 o Z•W o W TYPICAL, ANCHORS: SEE ELEV. FOR SPACING N O 04 o I I -, � V Ln w w i. i1/4= DIA.--ULTRACON BY ELCO',(Fu=177 KSI, Fy=155 KSI) W W o0 II- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) i THRU_1 BY BUCKS INTO CONC.�OR-BLOCKS oRpDUC REVISW i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) ancaa+piyingwitbthe Fioew m m W m W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) bidinECwk '�l�ry,13 0 ! ! DIRECTLY INTO CONCRETE OR BLOCKS Lspk �1ie--- '�"a g a o m o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) `��•� •=�'-� W W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) +8 N a a a a v I I _ _ _ .� _ - - 0 ¢ m D i 7A 7 I, X14 SMS OR SELF DRILLING SCRE',JS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS O 11 OR 0 W i B 33 i i 2s 2 INTO METAL STRUCTURES (HEAD/JAMBS) .o o N o 0 0 I I `� DOOR DETAILS I I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE -5 g m o a m o o W 1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ` 25 I I = STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �� �� . ..... * J - TYPICAL EDGE DISTANCE o r.� O M Q i a INTO CONCRETE AND MASONRY = 2-1/2" MIN. _ a.70592 _ ZEDGE INTO WOOD STRUCTURE = 1" MIN. iT ZO� nTYPICAL ANCHORSINTO METAL STRUCTURE = 3/4" MIN.DIST. TE OF �� SEE ELEVATIONS �� drawing no. 1/2" MIN. FOR SPACING WOOD AT HEAD OR JAMBS SG 0.55 MIN. •• THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. � �9`�` W1 2-08 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. i�//���"I 11�►i II►Itt` ` sheet 4 of g a O 1 4" MAX. 1/4" MAX. U C CONCEALED FLUSH BOLTS D /SHIM O LEVERS AT STILE FACE / Li 00 SHIM o 3 1BY I N TYPICAL ANCHORS , WOOD BUCK z co, SEE ELEV. 16 ACTIVE LEAF _ - o_ F ) a FOR SPACING o W ° to N I a 26 13 - 0 24 O O N` m 00 WLn lV >N TYPICAL ANCHORS 0 V N M w SEE ELEV. Y! wr, FOR SPACING G In MM Ix o 0 a o 23 0tr 3 25 EXTERIOR ° �. Z 07777 N p W LL 19 9 D.L.O. � ZN 0 METAL STRUCTURE ' C c1 SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS Q w 0)#1 OR z 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET:7.1 • - ••••N FOR DESCRIPTION 1/4- MAX. • () •••2 .••••• SHIM • J • f ••s 1/4" MAX.' ••• O J ••••00• ••••ii SHIM O ••• o � •• •� i••••i CONCEALED FLUSH BOLTS •• 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS • • M• • • 2BY WOOD B K • LEVERS AT STILE FACE OR •• LtJ • •Y •..•. TYPICAL ANCHORS WOOD STIR TURF••• H ~ ••�••• SEE ELEV" ' � EE NOTE HELI 1 • LAN � •• W. FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF •• •� ••••• •• pp ••• U) • .a 26 13 26 _ — • • i � •ri)• • 0000••_ • • 24 ••• 0 o 000000, Z- �•ao• •�} v - - - - - - - - - - - _- - a. � zro ' N J M v) Opo " i ,n w wr J1 w Lv 00:2 " N • ° .. 23 ' 13 25 TYPICAL ANCHORS T. 9 D.L.O. 11 10 SEE ELEV. D.L.O. FOR SPACING 19 w z U LOCK OPTION 12 _m I LEAF WIDTH EXTERIOR o N 0 f-- c: n LEAF WIDTH U U C w a 4 76" MAX. m a CL DOUBLE DOOR FRAME WIDTH • 2D z 2 POINT LOCK ASSEMBLY--\ POINT LOCK ASSEMBLYin PRDDUCf ifEY1SaEID _N � � m ffi complying with the ble" o a) ,o N N Of 7 INACTIVE LEAF ACTIVE LEAF Isatdfag Ledo _ o, o ri Aoeeptaece No p 3 1 c7-13. 0 0 0 — 0 Ivir>a&a Drte_3 '�-o t"1 � C a 26 f \\1111111/j11 Nq�4 �• /�/ `� { r- - --I; - - - _ ._No 70592 GOI V' '0 0 EXTERIOR '� T SOF .��� drawing no. /, ®..oR P���®�� W12-08 DOOR DETAILS LOCK OPTION #11 / 11�\\�`` sheet 5 of 9 p 9 E 0 TYPICAL ANCHORS ui u SEE ELEVATIONS 1/4" MAX f O 1/4" MAX. o0 FOR SPACING o N GE DIST. _ SHIM SHIM Z co ED c 5 1 B M % o> . WOOD BUCK O F- k Z e TYPICAL ANCHORS Z N < SEE ELEV. 1 FOR SPACING 16 Q N a � O `C tit O W ° J IN M U 22 a L W N O aUJI N - - - - - - - - - - - - - - W p - - - - - - - - - _ - _ _ 2 _ TYPICAL ANCHORS _ > C � p y,� SEE ELEV. 0 0. D G coq w JI T 1 w FOR SPACING 0 N N C N Q W 7 U. t4 EXTERIOR °' LL z o f Zj 4 D.L.O. j Z M a w Q w0� 1- METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. _ •••• � • N MAX. SINGLE SIDELITE WIDTH i -A U •••� •••••• •• V J •, c� _ •• 00• • •�• 3 .• ;� C) m •••••• •� • II LI a W • • GLAZING OPTIONS REINFORCING PL •• 00606 I a I SEE SHEET 1 #12 SMS 18 AS REOD. "; w (n li• � ••:•• r- 1/4" MAX. O AT 5" FROM ENDS O SEE SHEET 3 •• •Z ?J) �coy• •• • • CDL'i SHIM AND 1 1" O.C. MAX. •• •� N�• �' a' S 6 3 .1 1 = 3 �• • Q w a • •� •••••• M a 0 .. Z • 16 • • 16 Ir_ ¢ gi• 1 � w o H II o 3z� o r �i I co W v o o W 26 13 <n 0 N N I I 24 () W w I — w Lj 00 m F N i I I I I I `.o IILl j TYPICAL ANCHORS -_.. .._. _.._. _ ._.. L_ w W s m W SEE ELEV. E I FOR SPACING . g (n o ,. i 3 23 p (n(n I I I 14 15 25 0 � w � o � r x i ii 14 D.L.O. 19 9 D.L.O. cWaWWa I I F y a cxi a o m i N Z0 Zi a 4 aA EXTERIOR LEAF WIDTH z > 39 3/4" (SINGLE) NN n SIDELITE WIDTH 76" (DOUBLE) a� p N N N O 0 0 0 MAX. DOOR FRAME WIDTH 0 0 m � a 2 le O o 0 0 o C Q m U W OMAX. UNIT FRAME WIDTH G QRaDUC E REVISM 4P.�� o N vRU"ptyingwits,fhe!'m ewd ` �\,\CEAISF' f m . buiding(Cadao 22 N cc AecWan V 1 -Q3( •I :,_ 70592 n r , n . .. sd A;dr co"" •• T OF :����` drawing no. v EDGE DIST. TYPICAL ANCHORS � �`�� W 1 2-0$ SEE ELEVATIONS SIDELITE_DETAILS_ _ '�, ®® ��'.� - - FOR-SPACING - � sheet 6 of 9 t ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 0 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 0 1 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - O F M 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - Z c' N Q 4A E626 - SIDELITE 9" BOTTOM-FRAME 6063-T6 - Q 2 N O_ 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 0: O O o 0 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 0 W N M U 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - in H U 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - Q V)1'7 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - p uii4 9 E609 - LEAF HINGE STILE 6063-T6 - m M 0 10 E610 - LEAF LOCK STILE 6063-T6 - Q c � 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - (4 Z p N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Q w N LL o 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG Z O m 01m 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG Q W M H 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - ...� •••••'• 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - • a 6LO ••• I 16 E616 - SNAP COVER 6063-T6 - J •• in ••' 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN • o •• coo+ • •••••• 18 - AS REQD. SfDELITE MULLION REINFORCING 6063-T6 - q •- • • 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. • W : • '� • • •••••, 20 FB 1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. • (0 LA• 09:60! 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. •• L; 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - •• N(Do •i � 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS • p aM010 ••••• • • - 24 - - 3/8" DIA. THREADED ROD STEEL - i ,n 000000 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB ¢ _Z 34A • • 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM o Zto o - GLAZING BEAD SANTOPRENE ULTRFAB27 E206 E v> O p oJ 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W U Lo Ld W 29 E622 - FLUSH BOLT CUP NYLON 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - w 0 z 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 m m = S a o N 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END. DUROMETER 80±5 ¢ o o 0 W N w N ~ CL o o w 0 00 v a Q a Q SEALANTS: ' Z ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N `° C 0 t0 N N � N O N O O O %11111111111 T#C--plying witb Tire �� ��•'• IGENStc• ® "' u Q !sanding Code I r oo a Aoeeptiace Nu rE:piratiea Dole. l q — :'! 70592445 P o u L 4iCmI la++dr Pr+oTloct Ceutld ���', � �_� � N � u t T E OF � drawing no. At IOP.•'• .. � W12-08 sheet 7 of 9 LOCKS: �47v 00 o F. U W OPTION #1: OPTION 2: o N ACTIVE LEAF: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE 0 Z .(2).LOCKING.POINTS ENGAGING AT_INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM Z 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q E Z N a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM m d e N THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' O OOo w N` !avo LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL d � w INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE ~ U. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM O V v)M 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS V.0 ni m HEAD AND FRAME SILL INACTIVE LEAF: X X M c THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODSa O CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' Q LOCK LOCATED AT 42-1/2" FROM BOTTOMO 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL N N 0 W MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q IUl r Z-j n OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM W N- o LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS J zmi w Q W t)1 F I I I I 1 / I / I I \ / / \ �• • J •:• ••••:: I I I • I / I I \ / / \ •• J Tn •: / I / I I \ / \ •• ••00 :••••: W / I / I I \ / / \ • S •• d �••••: ` • • M // I // I I ij �/ �/ •• �-,D as •••:•• j I I / / • / ® / • 3i • • // / • => 3 •••••• • 0 00 J Z zo LL-c • • \ \ / 0 3 Zw n I to uj N Q Do M I I W W Lr)LLj 00 I I ACTIVE INACTIVE ACTIVE ACTIVE INACTIVE ACTIVE N d 1 w z w U 0 m m WN U O O U O N C N N F WttQDUC f iiEVlfiEit O Q" o m o w r r 3 u Oomplyin With the Refiw W O W O Z !lowing Cade / U a < a < � NZi a Zi a o E►plratimt Date tC� W ' x o z 1, QN O O O O O m � m rn •- n •� 0 0 0 — o 0 Q m U O w HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE ` PART #FD-107 BY SULLIVAN & ASSOC. _� ' e 1 0o �¢ rq 3 HINGES PER LEAF _ i o M r ' NCA °`715922018: d BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP o Y CENTER HINGE AT MIDSPAN (38" O.C. MAX.) ±O �� HINGES FASTENED WITH #10 X 1" FH SMS ® drawinno. F 9 (5) SCREWS AT HINGE STILE0.RW1 �—O� I_P''�. ®�� - (6) SCREWS AT FRAME JAMB ` rr ��i��® 11�xx� sheet 7.1 of 9 t o 1.750v .07800 � � JLI � 519 1 -�1 I�-•394 � .130 � ' o -7803 .045 .803 -�11��-.050 .803 .045 Z m.625 3 078 � m 62 1.625 4.031 1.047 F� 1.047 I� 1.172 F� 0 Z 0 j 4.750 0 0 0 0 2.062� 0 W N to 14A GLAZING BEAD GLAZING BEAD is GLAZING BEAD 8d. W 5/16" GLASS 7/16- GLASS INSUL. GLASS � a 1 DOOR FRAME HEAD/SILL C VIP L1.5071 � 4.000--moi 1.507 I 0 7 LEAF TOP/BOTTOM RAIL 0 Y. Z_5 N 1.625 Q W 0 u. 4.719 F. to C 4 078 .078 Z M Q W g'g 3.719 Q W 0 ~ E t 4.781 7 • .078 1• 1.507 N cc) _� 8.250 1.500]F J • -moi 7.531 �.312 •• K• J �••m •••.i: 4.000 {, s LEAF HINGE STILEW �•�:r • .062 • ...��� fto 1.507 W . 8 LEAF W'STRIP ADAPTER �• to eco. • 1.750 4- • ti 3 a r� o .••••. O40 0 4"�•� 094 ••• D 00 SIDELITE TOP & BOTTOM FRAME 1.750 _ .r ••••• 0 2.081 1.507 I 312 .442 a Z o'0* k I�1.750 o Z ro 329 to w M r. 078 .078 7A 91, BOTTOM RAIL 1.584 W O o o " O U w J 12 = W com uj 1�1 a12 10 LEAF LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET I.750r 281 v. 2 FRAME COVER 5.344 [-.078 �{ 375 W W W m I .687 I r 125 2.081 .125 0 ~ N 1.197 1.50 1.750 1.57 3.781 z z z z 050 -� 3-719 0 '078 NU U U Q U ` .154 �i� T � o0oao I z z z cL z 4.000--- I 13 LEAF CLAMP S is SNAP COVER LEAF ASTRAGAL STILE HINGE BACK-UP PLATE 4 9.000 8.281 1.500 1.500 �{ 1.250 o m ^ 0 0 0 0 o 625 .719 .Its SIDELITE MULLION REINFORCING .078- y��.�.{� DRODCJC C RE JSM 4.000IL 4.000 4.188 vs testa t ins _ .70592 _ P� .with tYe.Ffe�i�c •�"` o n 1.625 bgiding Cody _ {lf e o u a Jill AoctPtMcc No - fl iq 6 v n u 078 2.097 7 078 dirt kvti.a Oak `�3 �OAR f LOIO �` 3 i� (%��a._ ® ' TA OF ���� drawing no. 4.000 fes--- �.. � ID�;.•' ® � P O °°�°� •• Y ���,` W12-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB ��®®� t1%1%%N\ sheet 8 of 9 M 3 o 22 22 U L) 00 22 O I N z 00 / 0 1- M Y z mi Z N a F" W to a a Q � UA CL 'A V � ui r1 / O' 0 �In ° 0 IL a 0 It O '0 Q WDLL W N - O Z Q LU 0) 1- •• 1 0000.. • U . w •` •. �r J • •I '•? o •• m 0000•• •. 0°p • in �• 000000 DOOR FRAME CORNER •� "'••• 4. Lid (n LA .. } . .. ...••t Nto, •0 N0 SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER • 30 a 'F 609946 •0*1 m 0 ao I 0000.. �'A Z .�. Zw M t J ? V 0 IN U3UJ _j d w IyJ o0 � N i M W W m W p 0 � W N n U _N U N_ � Q O C 2 N S O W ~ W ~ Y i RRomic f REYIM a oamplyd•&witk ft Float � w a W W a i+ Afweboding Coda U ° . n. a c=, , AocepfaOCe WO E r;r d3f 5-t 3 w O cc a O iii i iiii� E�pirati�eDyte +�_ZO(`] a z � z F4t'�.'lb.dr P uct Ce+rlM1 c O � 0 0 Q m U O W I'�•" EN ��i r1 •1 O 70592 ST, OF � drawing no. � q Q LEAF CORNER /it® �\\��\ (sheet g of 9:) f 111111� tj t M IAM I-DADE MIAMI-BADE COUNTY PRODUCT CONTROL SECTION i. 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.mismidade.gov/economy Eco Window Systems,LLC 8502 NW 80 Street Medley,F03166 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 i 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-Contiol 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. r 0000 0 �-D- N •. 0000 E0000.. SCRIPTIO : Se`H49.K Eco-Guard 200"Alum_inum_ Horizon.. tal Rolling Window•�X.:M.I.• •;• APPROVAL DOCUMENT:Drawing No. W09-12,titled"Eco-Guard Series-20(f Alti.Horiz!Rolhng ....:. Wdw. (L.M.I.)"sheets I through 7 of 7, dated 02/24/09,with revision F dated 10/1§7fl repared by Al- ;•••• Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-1%4ei Bounty product • ` Control Revision stamp with the Notice of Acceptance number and expiration date.h%tb,4Mia4;1[;& • 0000. County Product Control Section. ..•..,0 0 0• 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's,nameor lo°pa,•eay, stat€,""' model/series, and following statement: "Miami-Dade'County Product Control Appx3v&', unl,Fs gtherwi+f a••• noted herein. '0 0'10' 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 j in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or.any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words,Miami-Dade County, Florida, and 1 followed by the expiration date may be displayed'in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the requesi of the Building Official. This NOA revises NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. F The submitted documentation was reviewed by Sifang Zhao,P.E. k .5;'2. r`NOA No. 17-1102.23 MIAMFDADE Qutr p(f ps/7ol�j Expiration Date: May 27,201 Approval Date: January 11,2018 Page 1 i 1 ' 1 ( 1 ` a � P . Eco Window Systems,LLC. , • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA#09-03IZ08) L w 2. Drawing No W09-12;titled"Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1'through 7 of 7,dated 02/24/09,with revision F dated 10/19/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Stafic Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 ' 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Forced Entry Test,'per FBC 2411.3.2.1, and TAS 202-94 , = along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Ldboratory, Inc.; Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under 1VOA#14-0317.01) 0000 2. Test reports on: I) Air Inf ltration Test, per FB C, TAS 202-94• • 0000 2)Uniform Static Air Pressure Test, Loading per FBC TAS 243,94 •, �- 3) Water Resistance Test,per FBC,TAS 202-W:" •• 0000:0 000.. 4)Forced Entry=Test,per FBC 2411 3.2.1, TAS* ��-94 '• r along with marked-up drawings and installation diagram of a 5WX Alumioui4 0• 0000. horizontal sliding window,prepared by,Hurricane Engineering*-'F;sting!Inc, Test Report No.HETI-08-2226A;dated 01/15109, signed and sealed?3 Candido F't Font,...... P.E. a (Submitted undiAOA. 909-03?2X8) •, 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS x01-94 009'••. •• 2) Cyclic Wind Pressure Loading per FBC,.eAS•2Q3-94 0 0 0 0 ;•••• along with'marked-up drawings and installation diagram of a XOX alum' 0 horizontal sliding window,prepared by Hurricane Engineering& Testing, Inc., Test _4 Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font; P.E. (Submitted under NOA#09-0312.08) F 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ` along with marked-up drawings and installation diagram of a XOX aluminum = Horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc,,Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) a F t • Sifang Zhao,P.E. J 1 Product Control Examiner NOA No. 17-1102.23 Expiration Date:-May 27,2019 ` 1 Approval Date: Jandary 11,2018' P ' E-1 i a I 5 d Eco Window Systems,LLC. a NOTICE OF ACCEPTANCE:' EVIDENCE SUBMITTED B. TESTS (CONTINUED) F 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air-Pressure Test, Loading per FBC TAS 202-94 U 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared,by Hurricane Engineering & Testing, Inc., Test Report No.HETI-08-2228A, dated601/15/09, signed and sealed by'Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-08-2228B, dated 41/15/09, signed and sealed by Candido F. Font, P.E. F (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 1 00*0 2) Cyclic.Wind Pressure Loading per FBC,TABS 203-94 ...... along with marked-up drawings and installation diagram of a XO)X aluminwro horizontal sliding window,prepared by Hurricane Engineerin4 W-Testing,•hic.,'7est •.•.:. Report No.HETI-08-2229, dated 01/15/09, signed and sealed-*.'r andido F.Font, P.E. (Submitted undePWVa4409-j3Y;,88) 8. Test reports on 1)Large Missile Impact Test per FBC,TAS 24tj9-1., •. 0. ,;;;;• 2) Cyclic Wind Pressure Loading per FBC,TAS 2U3-94 •..... along with marked-up drawings and installation diagram of a Y6R�61ummunf •; horizontal sliding window,prepared by Hurricane Engineering&Testingfnc;-Test" t Report No.HETI-08-2230A, dated 01/15/09, signed and sealed-SyACandida Fi Font„•••• P.E. (Submitted under NOA#09-03. 8.08) 9. Test reports on:'1)Large Missile Impact Test per FBC, TAS 201-94 i ,2) Cyclic Wind Pressure Loading per FBC, TAS-203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealedbyCandido F. Font, P.E. (Submitted under NOA#09-03.X2.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014),dated 07/08/15, complying with FBC 6'b Edition (2017),dated ' 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. r` 2. Glazing complies with ASTM E1300-09 Sifang Zhao;P.E. Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27,2019 ' - Approval Date: January 11,2018 r 1 E-2 x I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE { 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2.. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their: "SentryGlas® (Clear and White) Glass InteHayers"dated 06/25/15, expiring on 07/04/18. F., STATEMENTS 1. Statement letter of conformance, complying with FBC Stn Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated October 12, 2017, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHER goo 000000 L. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems,LICE &I their Serids"Eco-Guard 200"Aluminum Horizontal Rolling WindX • ONIJ.",'a * ved ••••: on 09/03/15-and expiring on 05/27/19. • t f j I Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1102.23 - Expiration Date: May 27,2019 Approval Date:,January 11,2018 E-3` 72" 111" (2) ANCHORS AT MTG. STILE ENDS TYP. 0 WINDOW WIDTH WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS N MARKED WITH `*` ON SHEET 2 ONLY 4 10 5/8" MAX. " 1 rn 3 1/2" MAX. 4" x¢ mW 3 1/2" MAX. HEAD/SILL 3" mw Z ro n 3 HEAD/SILL S a o CORNERS 3 CORNERS 1n o Q Z CORNERS U F m ¢ r - r �1 I - �I I �I I �s 1 N a. I ylQ a 'I M iM a N a � � U. II-- 11- 11 I I 11 II II I I O V N M I I I I C I I I I V W t~! F- 4 II 11 II 11 E 4 II /. 11 II /. II /. X G -M 0 = f it II D II II 11 / 11 D II / II i cn v a IIr 0 I /. I I /. I 4 app (9 , 1 % I I a m a 0 a el w .r rp a II II 4 II 11 'w .t cp a 11 /� 11 4 II /� II /� M O O 4 -- M M = ^ O --�i-1 1C-- - 1�=- - r-- 7 - T 7 m 3 - r---7 - ---? y O m o co z o ii T i $ I°0n n o li ii i� ii Q 6O z j II ­>1 II 11 z_ > II �II II II LL Z N_ c? 3 II II 1 11 II II 11 11 t O .. -+1----11- -+I---=1+- I I I+- 11 I{- J Z M a =f1 I I I I I 1 I Q W w� 11 11 .. II II II II II II I t B B _ 3 3 o I m OD•I .. FALSE MUNTtkS 31 1/4" 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" ECO-GUARD SERIES-200 M PLIED) o ••� •••••• (SURFACE APPLIED) (SURFACE APb'' t • MAY BE USED D.L OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. ALUMINUM HORIZONTAL ROLLING WINDOW .0 p :': •• 35 3/8" 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �a f j w •• �' VENT WIDTH VENT WIDTH CHARTS SHOWN ON SHEETS 2. 6 • • :••••: TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 ' N m•rn •0 •.••.• COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 14 :�:"A •� • •.••• go WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING In -0 00 •,1 • •..••. MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. CO •• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL "' 3 '^ • ••..:. !THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. z ,��.•o •• WILL APPLY TO ENTIRE SYSTEM. d.. M • SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING O C)o .� .....: EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Cl, W LO�• • REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA w BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREN'D. GLASS 1BY OR 2BY WOOD SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16" AIR SPACE TO THE BUILDING STRUCTURE. 1/8" HEAT S7REN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS W o m m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE m o .090" Iierlayer .090" Interlayer .090" Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o Z $ Trosifol PVB SentryGlas Trosifo( PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - g 0 0 By Kutmroy America, Inc.' By Kuraray America, Inc.' By 'Kurarcy America, Inc.' B 8 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 5 rn a a ,,K '1�HEAT•STREN'D. GLASS 1/8" HEAT STREN'D. GLASSai 5 nt 8- 1/8" HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �, > COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SILICONE ` SILICONE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. j a / DOW CORNINGW899 a DOW CORNING 899 a EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION in j GE SCS 2000 W GE SCS 2000 ST. STEEL F_: a� I ►_ t FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 0 o - - - M Z m Z m SILICONE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR cn I M vii /// ! ! I ! DOW 699 WATER INFILTRATION RESISTANCE ETC. 0 0 � o W . jiI: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, c + 22 1 22 I I 22 i i l jl AND TO BE REVIEWED BY BUILDING OFFICIAL. t t t l l l I f � 11 23 II II 23 I II 23 p j. I: \`� •..�G814 N 'I Q i 04 70592 29 UZI: AT 1/4 POINTS ON LITES AT 1 4 POINTS ON LITES SETTING BLOCKS AT `` '� 'I1-ItOL Z� tr / / AT 1/4 POINTS cz ;rgt;, � •� 29 W�fR ?HAN 36" ONLY 29 WIDER THAN 36" ONLY 29 ALL SIZES LAM. GLASS AND INSUL LAM. GLASS P ` '''' ~'= t`� ZSZ(R �® •. A OF �4 drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS i �� `A,09 blains ilaye groom, /��q+�,�......1°P='•� ` Y9 GLASS TYPE + G I ASS TYPE B GLASS TYPE C hc�o GI_AZI_NG OPTIONS et AFI; I llif '� sheet 1 of 7 I I DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) V w 04 W/O REINF.% WITH REINF. W/O REINF:- WITH REINF. W/O REINF. WITH REINF. GLASS TYPE 1 GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A ti 'A' j 'B' C' WINDOW DIMS. A `--r 'A' B' C' WINDOW DIMS. A 'A' B' C' Z j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 M N a 26-1/2" 4 70.0 80.0_ 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q W I N �37,� �26 j 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" IL (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 _ O o 53-1/8" (3) - 6 70.0' -80.0 80.0 90.0 70A 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 w v 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 IL C 26-1/2- 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- {4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (4) 12 - - 80.0 90.0 70.0 80.0 0 a y ti 1x37` 38- 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 v G ulrl 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 a 0 -M o 74"f B 70.0 80.0 0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) O 26-1/2' 4 70.0 80.0 80.0 90.0 80.0 ill* 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 N '00 V 37" 50-5 4 70.0 80.0 80.0 90.0 70.0 8 74" s 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q �W u: o 53-1/8 _(5) 6 _70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 1 -63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 Z_O 74"A 1 8 70.0 80.0 80.0 90.0 70.0 80.0 (6) 6 111" 12 70.0 70.0 80.0 80.4* 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.d 70.0 80.0 J is M Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 2 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 Q W OM1 37" 63" 4 66.9 77.5 80.0 90.0 70.0 80.0 84" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 C} 74" 8 70.0 70.0 80.0 80.4* 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 .. J u 4 m 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80,0 96" ( } 12 70.0 80.0 80.0 90.0 70.0 80.0 � • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 • I • 24" N• • •••••• 48" 4 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 w .. •• • 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108' 1 12 70.0 80-0 80.0 90.0 70.0 80.0 84" 9 70.0 70.0 80.0 90.0 70.0 80.0 N F- A Ld • ••••;• 72" B 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 W �` • " 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 6d' • t j�; • • • _ 9 70.0 70.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) °' • ••'•• 48' ; 6 70.0 80.0 80.0 90.0 70.0 80.0- 108" 12 1 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL N 000 •• ••••• so" s 70.0 80.0 80.0 90.0 70.0 80.0 72" s 70.0 70.0 80.0 90.0 70.0 80.0. ( ) = N0. OF ANCHORS PER JAMB Ln � m •• 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 0 Z • ••••;• 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.6* 70.0 80.0 04 J 36" 4 70.0 80.0 80.0 90.0 70.0 i 80.0 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 b 000 ! ••••: �, 48" 6 70.0 80.0 80.0 90.0 70.0 80-0 U 00:! J • (5) A = NO. OF ANCHORS PER HEAD & SILL (1/4W) (1/2W) (1/4W) W W ao:2 04 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( } = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * /. MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48' 60` 6 70.0 70.0 80.0 90.0 70.0 80.011 LAL ~ c w < 0 0 60" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 4 o a N {t/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH < d o 0 72' 8 70.0 70.0 80.0 87.6 70.0 80.0 i EI a LZ A = NQ OF ANCHORS PER HEAD & SILL 'XOX' °' z > j O = NQ OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF NOTE: WITH (4) ANCHORS AT MTG. STILE ENDS ILL GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH AND FLORIDA BUILDING COMMISSION o 0 0 DECLARATORY STATEMENT DCA05-DEC-219 0 0 d W 'XOX' \lltitllrlrrr7 EN Re cq N .7 92 e I LEFT AND RIGMi VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE ;,,. ' ' " "`'`' _ :s5' :'fi�� - o v L E FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL *xpitatco�I3ate-��tR %®•'. �•�l/�� 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF TATE OF drawing no. SEE SHEET 3 FOR DETAIL." S;-' • olio sr�i$�a`fk)�[i.',IV`Prt; •Ct C4`54fG�i / � �� E sheet 2_0_f__7_ y i TYPICAL ANCHORS O SEE ELEV.1 BYU WOOD BUCK FOR SPACING XTuwjN :. METAL I STRUCTURE 4 4 " .° 4 a. " 'EDGE. DIST: EDGE DIST. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS Z° SEE SEPARATE NOAcl EDGE DIST. H/-9L ii O 0 O O 17 Q � e � Oc�i,'nh q. WW 11 >M cy m o 1 p aoo A o� 9 TYPICAL ANCHORS. TYPICAL ANCHORS TYPICAL ANCHORS N N 0 N SEE ELEV. SEE ELEV. SEE ELEV. Q w 3 rL ^ FOR SPACING FOR SPACING FOR SPACING W N: 0 I Z j l i �I jl o L it ii j j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (j M ro TYPICAL ANCHORS: SEE ELEV. FOR SPACING CD ••• WEEPHOLE S: 1/4" DIA: ULTRACON_BY 'ELCO'I (Fu-177 KSI, Fy=155 KSI) = vI •• '••••• i i li Ij 'i Lu W1 = 3/8 X 2-1/4 WEEPHOLES AT EACH END INT0�2BY WOOD BUCKS OR WOOD STRUCTURES 0 pu _ AND 37" O.C. MAX. 1-1/2 MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � •�••" w W a . .. .. i' 0 SEALANT: THRU 1 BY-BUCKS-INTO-CONC-OR (BLOCKS J _� O a+ _ 1-.1/4= MIN. EMBED-INTO CONCRETE (HEAD/SILL/JAMBS) •� • ••••• 3 W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH z i E" h li ! i i JOINT SEALER. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O 0 M:i• ••'•• tv� to co 0000:. DIRECTLY INTO CONCRETE OR BLOCKS W w • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q Z �; . • •••••• 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) n •• N 0000.: 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g W Lo L • INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W 9 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) '^ < o 0 li i li i, j, N r I II II j• j! 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 0 0 0 I, I. .I1 0 0 r r TYPICAL EDGE DISTANCE � W W INTO CONCRETE AND MASONRY = 2-1/2" MIN. m n a 2 N N — - INTO WOOD STRUCTURE = 1" MIN. _ t8 I ¢ v a� INTO METAL STRUCTURE = 3/4" MIN. M r 13 M3 N� cqo =g X WOOD AT HEAD, SILL OR .JAMBS SG — 0.55 MIN. o o w o a g N v I m CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o 0 0 No N C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. E' o W 0 \. 6 I I ® .......... ° 46 a' e a r r:lt3L1 r N .70592 a. a CA ss csmp?; ov , ' — 0 o 4 d ° ° ceitrtin co-plying the F[cr;da — q v a v` u a' \ V ., 'p s':•S "a Code $ I TYPICAL ANCHORS I TYPICAL ANCHORS :leccptance, '. �� ° s 9 1 BY TATE OF drawing no. A SEE ELEV. SEE ELEV. s xpi:atiaf L3ate�1') DZ.2al ®•,• �` 9 W1 FOR SPACING WOOD BUCK FOR SPACING Op Hp:,,•' yea ���� W09-12 EDGE DIST. _) EDGE GIST. ''Miami Da,c Pr;� t 1 ///®�A�- ���� tttttllt�` sheet 3 of 7 1/4" MAX O 1/4" MAX. SHIMS N SHIM O @D) O 1 BY rn 5 WOOD BUCKS Z n 3 21 8 7 0 a TYPICAL ANCHORS `• N _TYPICAL ANCHORS 17 ° SEE ELEV. g cmv a SEE ELEV. _ a. FOR SPACING - r a `4 FOR SPACING = — _ _= 25 O 00,_0 N,-0 U d N J�Jjk__ 20 ,1 1 f 4" w� a W --SCREEN OF?. ——————— G�G Q S W 27" rz— - - -= t3 w A�/ � �O c v, w ii AZO N 17 Q Ul D 4 STEEL REINFORCING 11 12 ;' ? Ll. m N o METAL AS REQD. a 901 M STRUCTURE SEE SHEET 2 FOR CAPACITY v ..I Z M_ J WINDOW WIDTH Q W 0 2 XO LAYOUT N U 0) -- LO 1/4" MAX. . VENT WIDTH VENT WIDTH 00 1/4- MAX. SHIMS CD TO1**O SHIM D.L. OPG. D.L. OPG. WOOD BUCKS ` • ••• • • 2 O $ DD 7 • 0000•• o a lWL • • x 17 TYPICAL ANCHORS -- d ° SEE ELEV. QAC .• 0 •••• m ::3 o x 1 /2" - - - - __-= 25 =-__ - - -= v'. FOR SPACING � +�.M•� 00 0.:00 • • _ _ _ _ __ _ __ _ _ _ 0000• $3 qff)o6o 41 3o v7 Q ()0 • I • •000.0 - ILL. co 0 m 17 201 1f4" o Z h• •• 0000•• 0 M • —.—.._. • ----SCREEN OPT ----- - - - - - - -SCREEN 0 ----------- v o o U � •• ••••• 20 27 d" ,,, w W 00 H a co 4 STEEL REINFORCING o 11 12 D.L. OPG. AS READ. EXTERIOR SEE SHEET 2 FOR CAPACITY U WINDOW WIDTH 8 m TYPICAL ANCHORS XOX LAYOUT o Z N N SEE ELEV. - oo o 0 FOR SPACING < o U � ryn a U z ] a MIAMI-DADE COUNTY " - - - APPROVED MULIJON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING O � OGEN .- U � C N cy No 705.92 _.._..—..—.._.._.._.. --------SCREEN OPT. «sct:,ivlttttr kib:' a, ' — _— ° Dtailding j3 —Q OF ����� drawing no. �XI:fYilf:Af2 I_Ytii:-�-��1-lotq � P,. \ -7 \ gs'— £�� W09 WI —12 WINDOW WIDTH WINDOW WIDTH iZ�a�i�r.;,^1-0•,�;TY{-?:�ct1 l�i� sheet 4 of 7 �lilllll V0 0 EDGE DIST. METAL w STRUCTURE N TYPICAL ANCHORS �D DIST. MIAMI-DARE COUNTY APPROVED SEE ELEV. MULLION & MULLION ANCHORS Z h 0 FOR SPACING � SEE SEPARATE NOA p\ o OZ 0) EDGE M N z DIST. g n d IL p wv` U I a �N UJI 28 _ 28 28 p N h o ; N La� ALT. a0�m °o p fro 0 TYPICAL ANCHORS TYPICAL ANCHORS Q H o SEE ELEV. SEE ELEV. W Z 0- v FOR SPACING FOR SPACING 3 0 Q N CU o J 0 a0 •0 «.J— ryF/I'�• O •• 006600 too go* • • '✓ • • 6 • • .0000•• C) Lt1 • • • 10 • 6• • • • �� 0 00 ¢ � a •000• fv i+ O�tn • ••6•• 1/4* MAX. 7' L� • SHIMS ALT. o - too •• ••6660 �( •0 28 •� l!i Np Yi • �6.6•i TYPICAL ANCHORSU w•J • SEE ELEV. W W 00 2• • FOR SPACING d U U 1 1/4N m in zi a r F— D 4 VI v1 OO D C N N O W 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 0 a a z >.77 > Vj n a u O o � � N •�' ALT. T N 28 N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ``� ��;: '�cENs�' N N a ,. ✓,vt _ ..... 'S' 1�2�2.JC'T REVISED = NO. 0592 • a c�— � p' ��S C^r3pty'3 h2 4J:iri li'C Fiaricl�s - � - O v .: i � r-- oP *' � S TE OF • �/� drawing no. i By 2huo ��; oRtioP. �®��� W09-12 . EDGE DIST. 1A) mi Ducie /////�AL �� sheet 5 of 7 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS W 2.750 I - m I 1 FY201 1 FRAME HEAD 6063-T6 3/16' 1» 2 FY202 1 FRAME SILL 6063-T6 - o 500 .715 3 FY203 1 SILL TRACK INSERT 6063-T6 Z M h 3. �- 813 1.434 iv iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - Q 7 M N 11.140_� 62 5 FY101 As READ. FIXED FRAME JAMB 6063-T6 - Lu Q E Z a 062 1.71$ 6 FY704 1/ VENT FIXED MTG. RAIL 6063-T6 - 90"_ 0, 3.249 O O Lu r1 U 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 0 w N $ FY206 1/ VENT JAMB STILE 6063-T6 - L O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - C H .813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - v 0 U 2.095 519 130 10A FY110 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - Qy 0 a m 0 1.250 11 - AS REQD. REINFORCING BAR STEEL - 0 0' O `� 1.140-1-1.610 �- f --� Q .719 045 .803 .045 .803 12 - AS REQD. REINFORCING BAR STEEL - eg uI u1 O N Ot FRAME HEAD I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. Q w n ii ia 2.246 1 047 �I 1 047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON V' Z O 1.140 _ J 0 W J 062 15 FY209 2/ VENT ROLLER BRASS Q w m f F 1.1401.610 279 10 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1» AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS Of 1.344 18 #B X 3» 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS V 0 813 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB v J �- O8 JAMB STILE 20 Q30OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL • •• • 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 Lo •• •••• • 1.058 • ••• 2.063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 A • • •• 3.876 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 07fi 2.501 W u- 24 • • 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. �- •• • •••••• F-(D • 25 #8 X 1/8- 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS cn cp • .• •••••, rn 1.1401.340 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS • i� •• .• ••' 062D !� d O •in L27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL i 00 i • •••••. f3 • 500 _jI 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL r �L,- � •• I�1.344 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A o Z -��. i• •••••• •� • 2.750 O MEETING RAIL O C-4-J •• �•••• O2 FRAME SILL W W 00:2 ' 1 2.1 BB 1.314-{ i UU 250 2 LO 1.422 1.202 o 340 .312 .062 co z a N $ z _ 0 0 0 0 062S 0 N � V) a < 1.375 I O SILL TRACK m 5 a a c� > > O FIXED MTG. RAIL i i .500 L187 I .750 (� ^ 6 g o � •> 0 0 062 c v o w w .062 ``111111111///' 2.750 2.812 2.812 2.750 2.688 �� 'VCWd3F• /��i `� .� a § fff i Y .062 7 82 P''sZtsDUCTREtiISED Y aS C rrolving wit)the Florida y v e v` u 500 .769 E•ail;!ir9Code �� •`_ :•�` t.874. F�.969 ••OF !� drawing no. FrpiiaEiureDaLe-aiL"1241 1687 1.688 2.611 i��• P. '• ®�� W09-12 f �'t'-- S;•firm Zhao �i �® •• O MOV. FRAME JAMB O5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER �1.`aas'r.13 Piarcrj /11 j I l�l i�1111�� sheet sof 7 i (� O v U N F W m 1 O W N Pl U /® N'' Q'0> o aco .° pa Q W p W w LL. ZN - o O� Qwo� � N U J '� J in FRAME TOP CORNER •• c� • • .n •• •••••• ' VENT TOP/BOTTOM CORNERS • w L,- • - � (/1r F-cD• • • • 178 d@Sa d �•n• • ••�••• r� • co • I co • ••••�• .ig J co • �i • <\./ W o b 1D N J K • i••••i m f� Zisx � / m to Ln O K N W W Z Z 7 f!1 M Q 'n r 0 0 •] O O D O1 Cl FRAME BOTTOM CORNER 7 92 fic Cl.NlY t!v;lF-.-im Lhe loeida 18 A�ceau,r:_e I+k� -ttoz.2's ® • OF ���� drawing no. FIXED MTG. RAlL CORNER `try�`����� ''���! .RIO �`\ W09-1 2 : > sheet 7 Drage Prs�_cFr:�ntrcr� of 7 k � v MIAMI•DiADE MIAMI-DADE COUNTY N PRODUCT CONTROL SECTION I a 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/econom ECO Windows Systems,LLC 9114 N.W. 106' Street, - Medley,FL 33178 `` ...• SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of lonStructipii r:d$rials.The. documentation submitted has been reviewed and accepted by Miami-Dade County REIt Triod'uct Contlol Section •• be used in Miami Dade County and other areas where allowed by the Authority HavingJ�j jiction�A$n). •••• This NOA shall not be valid afteithe expiration date stated below.The Miami-Dade Cat ".Producj fttfol SegtJQQ (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) sas&v@ the right to have.tlpg.• product or material tested for quality assurance purposes. If this product or material fails to•perfbA In-We accepted.. manner, the manufacturer will incur the expense of such testing and the AHJ may.im r2e4i8tely revoke, modify, ore suspend the use of such product or material within their jurisdiction. RER resefves the rigJLJ, ;rpvoke•tllis•• acceptance, if it is determined by Miaini-Dade County Pfoduct Control Section that this Product of material fads Jp. 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 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M-L) APPROVAL DOCUMENT: Drawing No. W13-49 REV D,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets I through 12 of 12,prepared by AI-Farooq Corporation,dated 09/27/13 and last revised on JAN 23,2018, 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 Seetion. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: i 4- 'I. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4" sill riser and+47.0 PSF w/2"sill riser.Lower.design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru'4.The max frame are of alternate sizes not,to exceed tested frame area per FBC requirements. 01 LABELING:Each unit shall bear.a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ` change in the applicable building code negatively-affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ° materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or anyother purposes shall automatically terminate this NOA.Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. V ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature: If'any portion of the NOA is displayed, then it shall be done in its entirety: 4 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ' This NOA revises#15-0612.05 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 Ishaq I.'Chanda,P.E. ,NOA No..18-0129.13 MIAMNDADE COUNTY E Expiration Date: March 20,2019 (� Approval Date: March 22,2018 Page 1 a 1 . ' ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. Evidence submitted under previous approvals A. DRAWINGS 1.- Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C,titled"Series- 700 Alum SLD. Glass Door(L.M.I.)" sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/27713-and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,Pk. •• •••• B. TESTS (Submitted under file#13-0912.02) .00.00 0..• .• ...... - 1. Test reports on: 1)Air Infiltration,Test,per FBC, TAS 202-94..... :....: 2)Uniform Static Air Pressure Test, Loading pQ4FBC TA92M-94 ..... '3) Water Resistance Test,per FBC, TAS 202-94... •• ..:..' 4) Large Missile Impact Test per FBC, TAS 261'94 T •• •••••• 5) Cyclic Wind,Pressure Loading per FBC, - M*-263-94 ; 6) Forced Entry Test,per FBC 2411 3.2.1,TQS 20-94 ;••••• • along.with marked-up drawings and installation diagrams of Alum sliding Glass doors • prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 0919/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson,P. E. Note: The above referenced test report hds an addendum letter dated FEB 10,2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez,test report Author_ ° C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014-(5x' Edition),prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. E D. QUALITY ASSURANCE I j 1. Miami Dade De artmdnt of Regulatory gulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ! 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &`Co., Inc.)for the "Kuraray Butacite®PVB interlayer", expiring on 12/11/16. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America;Inc. (Former E.I. DuPont DeNerriours &Co., Inc.) for the"Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5x'Edition) and letter,of no financial interest,prepared by Al Farooq Corporation, dated 06/10115, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 1 G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,P Ea Is aq L'Chanda,P.E. Product Control Examiner NOA-No. 18-0129.13 Expiration Date: March 20,2019 EApproval Date: March 22,2018 - 1 E I i a ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2.� New Evidence submitted. A. DRAWINGS 1. Drawing No.W13-49 REV D,titled"Series- 700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of,12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on JAN 23,2018, signed and sealed by Javad Ahmad,P.E. ."". .. . . 0000 0000.0 B. TESTS :.:.: • •0000. ......F 1. None. • 000. 0 . . 0000 �. 1 C. CALCULATIONS �••••a :.•••o .••.. . . 000000 • 0x000 1. None. 00'00' 0 0000.0 0 0.000 . 01 D. QUALITY ASSURANCE • . . . . 0000.. 1. Miami Dade'Department of Regulatory and Economic Resources(RF.R). •••••• 4 10 0 0 0 . .0000. 00 0 } E.• MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 16-1117:01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours &Co.,Inc.)for"Trosifol:Ultra clear,clear& color PVB glass+4 interlayer"(former"Kuraray Butacite,PVB Interlayer)", expiring on 07/08/19. E 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Ind.)for the"Kuarary Sentry Glass ®Interlayer", expiring ' on 07/4/23. r F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6`edition) prepared by Al-Farooq Corporation,dated JAN 23, 2018, signed and sealed by Javad Ahmad,P.E. i ,G. OTHER 1. This NOk revises NOA# 15-0612.05,expiring 03/20/2019. E t s. { t � ti Is aq I.Chanda,P.E. r Product Control Examiner ' - NOX No. 18-0129.13 r F` Expiration Date: March 20,2019 Approval Date: March 22,2018 E-2 �. r` 4 3/8" CLUSTER OF l� V W 6 ANCHORS rn 5" MAX. 13" MAX. �' AT INTERLOCK ENDS HEAD HEAD SEE SHEET 5 FOR CAPACITY ri CORNERS _ _ Z r 3 i q I F --- Lu '4 z N 0. "l e M 96" u• 90� 0 U 9 DOOR FRAME WIDTH �q�. a Lu N A V � rp mr I O a 10N INTERLOCKS Ir WITH OR I i I REINFORCING OUT Q W lz p Iia INSTRUCTIONS: -I- N SEE CHART #1 IL W 0 USE CHARTS AS FOLLOWS. 'I I' J Z Q Q w STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY I I I I Q W to ~ AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMfrN F EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL = j I j ,e` � J m i STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. = e = j �� I %% J i D m 1 STEP THE LOWEST VALUE RESULTING FROM STEPS 1 w _ ao __ II /�_il_ o cr Uj � •. THRU 3 SHALL APPLY TO ENTIRE SYSTEM. . -- — •^ x Mi M • i 0 L5 • ••••••I o _ II II V m � LLI �• � � �•••• gg == F====fir=== •. V) � • ••••••g DAYLITE OPENINGS WIDTHS: I� �I M 3: N • FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" I I I I Q o 1-n ••••• INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" i i i I ¢ D 00-1 Lo •••••• II II .•• 00 �. DAYLITE OPENING HEIGHT: =1 =____ _ o PANEL HEIGHT - 6.50" 11 II i0 cl g zYY • .•.•�• PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" • Q Lo N �- • w W 00 • • cn W � •4r L I I THESE DOORS ARE RATED FOR.LARGE & SMALL MISSILE IMPACT. DUC SHUTTERS ARE NOT REQUIRED. sus omptyisX with the tFtolilk112 Sn 41 3/4" 41 3/4" m w haw-geode Z m Z m FALSE MUNTIN :2z Aftopeuce IVo I�i-012_ ./2 D.L. OPG. D.L.DLOPG. 0 a 0 n 1 SERIES-700 OPTIONAL 48 7/8- ALUMINUM 2 !�/ o W N W N R I 0 ALUMINUM SLIDING GLASS DOOR487/8- ^ o o PANEL WIDTH a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PANEL WIDTH N 0. a ti REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 ..• i _ 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _ - -- - LAMINATED GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. SILL 13 0 INSUL. LAM. GLASS `s o ° o o CORNERS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS g �e LARGE MISSILE IMPACT AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE CLUSTER OF c a m 0 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 ANCHORSAT ENDS \\111t1t1��� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SEE SHEET 1NTERLOCK 5 FOR CAPACITY �� �PIP SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. Y.- ALL \C�►�SF'•• �� n ; o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ` N } TYPICAL ELEVATION o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE — •70 2 ' ..REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. O)( - — o a a t S3204 O THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ALTERNATE SIZE UNITS: lye OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR MAX. FRAME AREA OF DOORS NOT TO EXCEED ®�•.. ST OF drawing no. 2 WATER INFILTRATION RESISTANCE ETC. THE TESTED FRAME AREA OF 72 SQ. FT. O loP:••' . .. W13-49 CONDITIONS E TO BE ANALYZED SEPARATELY, ANDTOBE REVIEWED BY BUILDING OFFICIAsheet 1 of 12 i CLUSTER OF V p 6 ANCHORS U 5" MAX. 13" MAX. 4 3/8" AT INTERLOCK/ASTRAGAL ENDS HEAD I FHEAD TYP. -_ SEE SHEET 5 FOR CAPACITY M CORNERS _ ,\ ,\ _ - � 3 Z h i W N Q 147-7/16- _ p C ti C p I DOOR FRAME WIDTH w N a 0 N _m O W r O'0>M INTERLOCKS a C D ao�p tj WITH OR WITHOUT C °� REINFORCING (4 Z C) N _ _____ _ SEE CHART #1 Qo Z www it li � o Lu - I; H Q w o> --=1c====�L--- G p y rn w s in e 0w co a I //. i I //� //, m •• • • •••••a o � o a 0) o I I I I � V < m �' �1 •a,- * •• s o LLJ • •� II II T 00000 0 •' • 2 ••••- I� �I m • 4100• • ZZ.: ao •• -I =____ _ ¢o jt ZiA 000000 I I � LUQ •� • S -� • : O C-4 L •0000 ; .. Lor)W..m • •s N W CO •�• • 1 i 42 1/16" 42 1/16" mw Z U Z U ; FALSE MUNTI D.L. OPG. D.L. OPG. ¢ m OPTIONAL0 49 3/16" m 0 A1110DUCt R EVISM c U N r 49 5/16" PANEL WIDTH -iaoo�IpP,fiagrvit6 the Fieeli/D o PANEL WIDTH I RB CO& o o Aeaeptaace No I -0/29.13 ` W o W o a a ASTRAGAL INTERLOCKtieR Date ai !� -- N tir 5" MAX. � � c 4) SILL 13" MAX. CLUSTER OF o p o 0 CORNERS SILL � 6 ANCHORS 5 'o o o' y AT INTERLOCK/ASTRAGAL ENDS a o m " TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY ``111111I11tr�' O X X `���� ® ��i►�����i� �_ o ` C�NaSIC'••;C) N ALTERNATE SIZE UNITS: z PIo MAX. FRAME AREA OF DOORS NOT TO EXCEED ' 70592 _ s .9 THE TESTED FRAME AREA OF 110.7 SQ. FT. OF •��� drawing no. W13-49 At. sheet 2 of l 2 CLUSTER OF O 6 ANCHORS 5" MAX. 13" MAX. 4 3/8" rn AT INTERLOCK/ASTRAGAL ENDS d HEAD HEAD TYP. SEE SHEET 5 FOR CAPACITY CORNERSF _ _ Z 00 3. Of Z C13 9 < Q W 192" a a 8+ DOOR FRAME WIDTHQ w N 0 0 N 0 r C W m �R m O 0 aoo INTERLOCKS INTERLOCKS 0 di g I I, WITH OR WITHOUT ,I I I WITH OR WITHOUT . Z O 0 REINFORCING REINFORCING Ir Q W a 11 II SEE CHART #1 I, ,I SEE CHART #1 W to - o C H Q W 0) I, ,I I ,, I ===1rt====ter=== G ===rte====ter FN - D J 0. _ I �/ j l D // I j // ;I // .�to 0 coJ 00 to W J -- -`�. - -- / it / li / OD = •^ • cn • L •••••� � O Q � ci m LTJ •~ 0 •• i a �I V �l 0 Clio LJ _ ___-��_-- , .00000 -- -- TI - Ir -- Q v� mow• T- «a 0 0 I I I I it li it li 3 0 rr: • ..... s CO _ ----_ I_____ _ •• No^I VOW v • •= o I • o iZ>t 0 •••• •• • •� M 0Op• ••••• 1 .?, 1 •ta0 :• ILL I I rREVNIM 42 1/16- 42 1/16- m w D�yyg with aw Meda �^ FALSOPTIONAL D.L. OPG. D.L. OPG. a O IipBQsde AompmceNe _U/Z 3 m m W W 1 �7. � � � 49 3/16- Date 2.0 1 q `'o `o' n 0 0 io PANEL WIDTH 49 5/16" t o it`•� �a. r PANEL WIDTH W o W o INTERLOCK ASTRAGAL INTERLOCK aNi Ti a Zi a t - 5" MAX. c SILL 13" MAX 0 CLUSTER OF CORNERS SILL 6 ANCHORS �Q. TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS c a m v o OXXX SEE SHEET 5 FOR CAPACITY `1111 hll/�� A t2 EN ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEEDN ,70�2 c \ ~ a I THE TESTED FRAME AREA OF 144 SQ. FT. • f`84 ®•' s OF drawing no. s •.Ft 1 W1 3-49 sheet 3 of 12 i 3 0 DOOR FRAME W. C) J A r7 NOTE: Z � m j w C D E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. H ko w °j m a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Q 2 . N a REQUIREMENTS SEE SHEET 5. 19 IL v 0 Of 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. O N`"M v OL-1 B0. INTERLOCK ci O testi OX(SHOWN) EXTERIOR 0 >ui� XO DOOR FRAME WIDTH (SEE Dp TABLE) I Cf 0-M c XX Q 11 .app -DOOR FRAME WIDTH A Z � 0z M � ZM¢ '� = J H Q W O1 k w 04 0 0) 0 � U JLO 0 B ILILJ ARA INTERLOCK J Go o °0 OXX(SHOWN) EXTERIOR •so 0• see*** XXO DOOR FRAME WIDTH (SEE Dp TABLE) Ltd Y •• 0 • • P • 0 3 �• • 000000 !�• lY DOOR FRAME WIDTH O OD © g• �� • :9066:••••• • • •j • • noM • • new) • • 10 •LO is 0000•• C.0 e< 3�61 • m O Z . 0000:• % �'r .. w -0 NC-4 • • 0 0 00 • 00000� B ILU ASTRAGAL INTERLOCK N W Loco:a*r• • OXO(SHOWN) EXTERIOR "ROt7UC f REVi>" DOOR FRAME WIDTH (SEE Dp TABLE) a—g���g"ith tie F'1a�W'dinU U AmpUnce No 185-Q/Zg•13 m DOOR FRAME WIDTH © O © O O Rete { ,tel ..l lct o o i - � ✓ 1...i�p r r - � C D ori m a m a w it p LO 0 coN 2 O T B � o Ll INTERLOCK INTERLOCK > N 0) 0 Q m U D OXXX(SHOWN) EXTERIOR 1 OXXO DOOR FRAME WIDTH (SEE Dp TABLE) A��pp�,,ss�,����,,,,, M o XXXX \�\ ......GEN N i a APPROVED CONFIGURATIONS I N o.70592 0592 S 2- u U Y TE OF •�/�� drawing no. ,���• • .. ���.� W13-49 11%10" sheet 4 of 12 - CHART #1CHART #2 3/16" TEMP. GLASS DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) 3/8" AIR SPACE GLASS TYPES GLASS TYPES 3/16" HEAT STREN'D GLASS ANC'B', 'BS' t'A',`, 'Al' BAT MTG. .090" Interlayer 3/16" HEAT STREWD GLASS ap M Z AVERAGE DOOR FRAME 1PITHOUT REINF. WITH`REINF. AVERAGE DOOR FRAME SM ENDS SentryGlas J PANEL WIDTH HEIGHT PANEL WIDTH HEIGHT T .090" Interlayer O H By 'Kuraray America, Inc.' M Z � z INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) f - SentryGlas rLa m Q 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' Q IL n 36 70.0 80.0 .70.0 80.0 36 70.0 80.0 �r;� 3/16" HEAT STREN'D GLASS 0 OJ H M U 42 82 70.0 80.0 70.0 80.0 L 42 82 70.0 80.0 a N `48� 70.0 80.0 70.0 80.0 48 70.0 80.0 Z r Z 54 62.2 71.1 '62.2 71.1 54 62.2 71.1 m i I \ g M : w I I� a N it ! !I V W A 30 70.0 80.0 70.0 80.0 30 70.0 80.0 r v� / 23 j I I I rn�N 23 j I j! I i >M 36 70.0 80.0 70.0 80.0 36 70.0 B0.0 / j I I i 28 \ I / I i l i i 28 \ a a 0 a O o 42 84 70.0 - 80.0 70.0 80.0 42 84 70.0 80.0 j; j! - SILICONE j! I: I; SILICONE O-ors� 48 70.0 80.0 70.0 80.0 48 70.0 80.0 1 I j! j l I DOW 899 I i t I I j l I DOW 899 U)Z O N 54 62.2 71.1 62.2 71.0 54 62.2 71.1 Q w U)u. a III U) a 30 70.0 80.0 70.0 80.0 30 70.0 80.0 0 \ /� J Z M E , 36 70.0 80.0 70.0 80.0 36 70.0 80.0 W w / Q w 0►g rW- 90 70.0 80.0 70.0 80.0 42 90 70.0 80.0 \ 29 / 29 CARDINAL XL 42 3 W EDGE SPACER 48 70.0 80.0 70.0 80.0 48 70.0 80.0 ST. STEEL Cq_ 54 - - 62.2 71.1 54 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'AI' () 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL LAM. GLASS J 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 c • 42 96 70.0 80.0 70.0 80.0 42 96 70.0 80.0 3/16" TEMP. GLASS � I�• • •••••• 48 70.0 80.0 70.0 80.0 48 70.0 80.0 " • Ld •✓ • •• • •••••• 54 - - 62.2 71.1 54 62.2 71.1 3/16" HEAT STREN'D GLASS 3/8 AIR SPACE •CDuj • 30 70.0 80.0 70.0 80.0 30 70.0 80.0 •c3 d)•- W .090" Interlayer 3/16" HEAT STREN'0 GLASS • • 36 70.0 80.0 70.0 80.0 36 70.0 80.0 Trosifol PVB .o • •• •• •••••• 090" Interlayer �a, • • 98 98 By 'Kuraray America, Inc.' N 4M ••••• 42 70.0 80.0 70.0 80.0 42 70.0 80.0 Trosifol PVB ,..,� � • • 3 16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' r-.* r • ••••• 48 70.0 80.0 70.0 I 80.0 48 70.0 80.0 / = � � •••••• w 30 - - 70.0 I 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS ; LL 2 •• 36 - - 70.0 80.0 36 102 70.0 80.0 8 ;► Z Y �n •••••• 42 102 _ _ 70.0 80.0 42 70.0 80.0 z I Z r I I O N 10 • •••• 48 - - 70.0 80.0 48 70.0 80.0 m !j !j \ EL m I j i !! \ � •� • • t a I: rn I: I: \ Li 00 * • 30 - - 70.0 80.0 30 70.0 80.0 36 - - 70.0 80.0 36 70.0 80.0 28 \ I / I I I I I 28 \ 108 Ij I� Ij Ij Ij 42 108 _ _ 70.0 80.0 42 70.0 80.0 SILICONE SILICONE j: I: 1 j: j: j: I I DOW 899 I I I DOW 899 N H 48 - - 70.0 80.0 48 70.0 77.9 I I: I: 1 74il � m � u. ootj � C N N �tj o W o 29 / 29 CARDINAL XL w W W W 7 W W EDGE SPACER o a < a a ST. STEEL Q> Z, a 6 7 GLASS TYPE 'B' GLASS TYPE 'BI' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL IAM. GLASS - --- --- �j a .n in co • O coo p i 6 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS > O O N O FOR DOORS WITH 2-3/4" SILL HEIGHTS. C a m o o 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF 11{{I III I/,/ DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR VRODVC f REYfSER INTERLOCKS WITHOUT REINF. INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE avoomptydegwitLlheF19d& ��� ��• - `A'� // SEE SHEET 7 FOR DETAILS - butdingftede - • • SF � N Aliceptance No ✓' O/Z .13 Cr E>Epinttioa Date_j ~ NOTE: t ' _ o. 0592 _ m 2, SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. �` _ - r SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: � LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE p, OF ��� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) %, AY0 IDP.• ' ®�� AND FLORIDA BUILDING COMMISSION 'i ��e•''••• • ' ��'��` W13-49 DECLARATORY STATEMENT DCA05-DEC-219 ///ii111111111"N��` sheet 5 of 12 i L\ O U W 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z W q Q W I Q E4 a IL . � n O d 04 O TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0. W _ - - - AT HEAD - — — — — E 1/4 — D N LL TYP "`DIA. ULTRACON`BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) v D ui j _ 70 in `THRU 1BY OR 2BY BUCKS"'INTO-CONCREfE� I C M X °o 1.=1/4"_MIN._EMBED INTO CONCRETE 0 IL°o A 0 .3 6 1 TYPE `B'- 1/4* DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) I Z N Q WD{L Ip DIRECTLY INTO CONCRETE V. z sn 1-3/4" MIN. EMBED I J Z M TYPE `C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) Q W m E ~ INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR - o 0) INTO METAL STRUCTURES I U ko (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS J co ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) `• "•"' — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — ( � ("� L .� � •••••• J uj • • —AT SILL - — — — — — - - o N(D:`. �� �....: TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) cy § _r •� • ••••• r� DIRECTLY INTO CONCRETE 5 U o``l:�• •. •""` L _ . —1-3/4" MIN. EMBED — — — — — — — 63, z °°u- • —AT JAMBS — — — — - — O N J� .. :.... TYPE A- 1/4" DIA, ULTRACON BY ELCO (Fu=177 KSI, Fy-155 KSI) 6 O _'j- 00 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24 CMPW&9 with the Fled& 1-1/2" MIN. PENETRATION INTO WOOD framing Cue I Aac baceNo1 -Of., t2g./� THRU 1BY BUCKS INTO CONC. OR BLOCKS I E.pirMtire Oete_N_2A4el � U � ° 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS m m TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) I ° a ° " t_d N N DIRECTLY INTO CONC. OR BLOCKS g o o 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS I Cc:W v CL TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) a _ - INTO MIAMI-DADE COUNTY APPROVED MULLIONS_ - i OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS N o o N s ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) L 0 , STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— ANCHOR EDGE DISTANCES _ N INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 592 = _ o a INTO WOOD STRUCTURE = 1" MIN. 2W $ INTO METAL STRUCTURE = 3/4" MIN. OF drawing no. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. ® j ���/�� CONCRETE AT HEAD, SILL OR JAMBS fb = 3000 PSI MIN. - ��;t��+®'' 1 eo, W13-49 i C-90 HOLLOW/FILLED BLOCK AT JAMBS.f m = 2000 PSI MIN. i 111111%%0 sheet 6 of 12 TYPICAL ANCHORS O SEE ELEVS. 1BY OR 2BY WOOD BUCK w FOR SPACING (SEE NOTE SHEET 1) METAL STRUCTURES rr------=-------------------�� M_ EDGE- DI $-1'/8" ° ' 1�8" THK. 11 MIAMI-DADE COUNTY APPR'D MULLION I1 Z m n 3 SiAG�ER D' . ,G�ONCRIETE e: (SEE SHEET 6) II SEE SEPARATE NOA II hof J e 3-KSI MIN. 3-1 8' I I Q EDGE DIST. 11 (SEE SHEET ) 11 M N rn STAGGERED 11 3-1 8" 1 I �' N - 18 STAGGERED I 11 O O` c c0> + IN dot 1 O �iAmitCL eqM x v Q> m L11 C � O TYPICAL ANCHORS TYPICAL ANCHORS yt m 4 SEE ELEVS. SEE ELEVS. Z'i a FOR SPACING FOR SPACING Z U) + + + go Q W 0 F I! I! if I! I! I! I! I! I! I! ^ o 10 II II II II II V � !I II !I II !I J N O m II 11 II II II 0 '� •' ••••�• I! I! I! I! I! We �• . •. •T • V) w 0000•• +` jl it it it it WEEPHOLES: 0 �,wx �• .0000• ►—co •• • . . W1 = 1-1/2" LONG NOTCH AT EACH END. 0 •V)CD O W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS ;'R °' • ���� • �} x AND 36" O.C. a w w d •' .... . x o ZtJ_ m •I W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS ' m • w j. is is is is Oo a I I I I I AND 36" O.C. Z • •••• • tL d I; is is is is I •• ! 0 11 11 II II II ►•+ W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS V b C j_j �••• � cc V LOw.- AND 36" O.C. N W 00 m E•' is is is is is ! W it it it it it j1 jl II it it PILE PADS: i P 1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION V " w m w m I I 1 1 1-1/16" LONG X 7/16 WIDE X 7/16" HIGH is is is is is � � � o o P2 = SELF ADHESIVE PILE PAD 00 I it jl it o — o I !! !! 1" X 3/8" X 1/4" HIGH o W N ii Ii ii li li o o N LOAD BEARING SHIMS 14 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN c W W { OR N POURED & HARDENED 2-1/2- X 1" X 3/8" HIGH a o a o HIGH STRENGTH GROUT N D D I + 18 NON—SHRINK, MON—METALLIC 13 P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL _ Vc = 5000 P_SI MIN. _ 2" LONG X 1-7/16" WIDE X 7/16" HIGH © 8 24 7 2 � � 6 c6 H 2 p o o P4 y W4 M = DtfCfREi+i � c a m v o IN = N bmwi-9l with til��t9J9 v 21 J N Aacq*ssace NO g•.'V l Z,�'•j 3 \\�� �p�q�q�,�/// M_ (` \ Jfn !1!A�11'Q�A OHtC ► w 1 1 a� \\ �• ••g'l•I•,.,�/�/� W3 .� + '- � \ NSF � .........-.— — -..-0000 s v o ... .....0000. ........... ... ,. s ` • 3 •••• �. �.p NOT APPROVED LIMIT MAX. LIMIT MAX. �l� f o. 0592 CONCRETE 1 :P3 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS = 4 _ 3 K�la t�IN. TO 47.0 PSF TO 70.0 PSF = 2 - x t O V L W1. W2 : �,= T a o v EDGE•DIST. I 3-���" A OF •��� drowin no. SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD 9 I _fj STAGGERED TYPICAL ANCHORS ��� 0 . P''•••� \�\ W 13-49 SEE SHEET 5 CHART 1 FOR DOOR CAPACITY PI FOR SSEE EP CSNG ////�®®RJAL.�\ \ I 1/lf 1 1 1 It\\\ sheet 7 of 12 1 i I i f1 O j W M PANEL WIDTH Z co : TYPICAL ANCHORS 0 1 M z SEE ELEV. REINFORCINGF• w m ¢ FOR SPACING AS REQD. Q g � n a SEE SHEET 5 TYPICAL ANCHORS _ IL 0 �' o 0 opo 0 O FOR CAPACITY O D.L. OPG. EO SEE ELEV. p W 04 v U P2 FOR SPACING a 04 i a 7 5 af �• �N� •...w"..T_.... i ::......... .:::r:r:::::::a1 a! N h p N 8 ,. 4:iiia:•iisi::::...:•:i•::•i:•::•:?:1. L.__.: .�. . `........... z s W a 22 22 ap 000 Z tq w 00 uiQ W m !- j _ __ _— 1 ::................:: :. 27................... r I Q ON v I I . • , N • 11................................. • U •• •••• • }::::::: :::::::: v �• • 9i 00 • rF a INTERLOCK N & • ••••A• N 17 8 2BY W BUCK ry • • n 21 OR N "" • ••••• o WOOD CTURE �+ • • • w SEE NOTE HEET 1 V w �'�• • ••••• w • �'• EXTERIOR a Z D.L.O. 3 0 • (n t0 • W2 . \-P3 o Ln :. :.••: 02 PANEL WIDTH •D1 ••••• v- ¢ -1 ao • • Z w 1/ MAX.4' . DOOR FRAME WIDTH (SEE Dp TABLE) 1/4' MAX. o Z W M SHIM SHIM w O O�0 .. U Lw J N Wco16-j r � � a Z 0 0 N N g pRODLIC f REVII O Wz o o bNkling Cede w O w 0 Auce1►ts3ce NO O(2 !3 N a o a Q a ca�` - - - xu�uuN u- , v a� , �\ d�• �' SF' ',� N t Q N (y O. 0592 OF �� drawing no. Wl 3-49 sheet 8 of 12 a { s ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V w 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME JAMB 6063-T6 - M r°- j 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - O W m Q 5 E705 AS RQD. PANEL LOCK STILE 6063-T6 - a � al.I N I 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-T6 - m N M p 7 E707 AS READ. PANEL INNER INTERLOCK 6063-T6 - N 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - a I I 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - v p W M 11 E711 AS READ. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - d v M p s IL in 12 E712 AS READ. SILL TRIM 6063-T6 OPTIONAL 0 o`lp I 13 E713 AS READ. 2" SILL RISER 6063-T6 - 000 "0 ljj 14 E714 AS READ. 2-3/4" SILL RISER 6063=T6 - W C LL o 15 E715 AS READ. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - J O m jt 17 E717 AS READ. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - Q W M 18 110 X 3/4" HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1" FH SMS AS READ. PANEL ASSY. SCREWS ST. STEEL - • • • • • •••••`• 198 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS do 16" O.C. 0 ( •• • 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN d Of •. 21 WEATHERSTRIP AS READ. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS READ. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB •S _ �� • ••••• • 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 •� uJ • •• •0:0• 24 PR03-6005 2/'MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQD.) [Tj �• •• ••••• Lu 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - r •••••• 26 J8 X 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL cn J • • I om •••••a 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK • N O -r- 04 • • • 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE U00 •,}� ••••••� J • 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SWIDuerIllEym o ¢ Z �•�• as cs=plyiag+with dw Fled& o � 3:2E Zo i Acceptance No ltT'Ol Z`1•/ V Q p(V_3 l Eapira/iea Date to W ' Proiact GMMd � ? U ? pUp s SEALANT: 0 s 0 a jj ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o W 04 W F I WHITE/ALUMINUM COLORED SILICONE. W W 0. W oa $ aa D W 0 F 0 0 0 0 Q O O gg O O c" O 3 `�11111111►/j7 n 0 70592 = 2 i 7 OF •��� drawing no. /i��i�� IDP;.•��®�; W 13-49 ®�AO' sheet 101fill 12 E I 5.059 3.562 3.562 l� v w F.125 .130 ! `t .693 r M .078 Z n 1.312 937 F�-.045 .937 .050 1.0211. OQZ. 1.648 062 062 W. 2.105 1.648 Wa>N�Uh� M� O 1.998- 1.252 1.252 Q J ' .094 a W W ,y 2.625 = a O 2 625 FRAME HEAD O PANEL LOCK STILE 10 1" NGLAZING U I.NE LAM. GLASS 1 t 7/ 1GLAZING G IAM. GLASS WM a&�M0 PANEL INNER INTERLOCK C a d< 'A 1.144 1.471-1 .210 C "� W �. MZO tv i .062 3.562 .210 W N C j .068 O F a t .210 Q WOMB j .068 2.687 1.998 3.250 • ••� t 1.937 !� • 2.313 .078 .078 2.105 _� • � •• ••••t• 1.648 1.047 1.047 1.047 V' Y' ••• • s� • .125 .068 `.j • •••• • at •• OD 0 • 5.532 0 • •••••:_• • • 1 998 �1 823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER •� .v ±• �';" w •� .' •••••i 062O PANEL TOP & BOTTOM RAIL OO PANEL OUTER INTERLOCK • N .: V) L ;�, ;• ••... 2.248 g on 00 e •••••i .915 .125 RO© 3i • • SU�f[2EYf Clo LL- as emptying xitlt the Fiends: C> 3" Z 357 Wiling Code cn 0 N� 149 .062 1.494 .078 AKeptaace lVo -O T 2 .13 W � ' ira4an Date z/ „► �� 'may' W 00 O FRAME JAMB 1.540 � � � ',!'t�-^N N .125 l Caird 1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER o . N O WN F N K O W O 1.139 1.022 3.687 W o c� o L a W 3 N a d 3 078 3.437 � z z j!t --5.274 - _ .078 -- - - 1.824 rri a "' O c y :� O FRAME SILL > N O ., m v o 1.824 1.648 c 3.820 3.996 .078 �� .• CFJN$F '• ,moi N M Q \ N < 2.500 eulc \ ~ a 140 2.000 ••• S �� drawing no. �•Se., •• �o . �®�� W 13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL �i®�j�!11�`�� sheet 11 of 12 3 gi7 2 r � R L1 O U W 18 Z. 3 O r '4 z Y� F Z Q Q2JL- � N a c. 0 O'� �.�N. U N € cyCL N OWE . aoz � o p ca,cap O r� N 0 N Q WMLL &j LL w N ZOE s J ZMa w f Q w r t •-� • o ++ •••• • U' asCa •.. !� + •••••gam FRAME TOP CORNER v� • • e • • PANEL TOP/BOTTOM CORNER uwtr •� • ••••�i. o 147 cn CD • •n• 09 •••••* N • • ZLL. •� ! Zi O 3: Z 0 V) 0 C14—J v W FR U Ln Uj N W Co m PRODUC CREVU" ss ca=piying with do Fi dit Acceptance No 1,1-01 Z . t 3 Espirsdaw Date_,W"U 20 N N 18 iU ue' o N N 1 O 0 0 �. O n0 a a / z z � z z � 0 p o o V1 U N •� O O � O / C < m U 0 }p1 t \`111111111��� �. ! O 7 3 2 A OF drawing no. %��•' .,.•. IDP.•'' ® � ��� FRAME BOTTOM CORNER '� ` (sheet 3_2 049 l