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WS-13-1311Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel. (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION JUN 1 1 2013 0 BYed .......... FB -C � �� 1 Permit No. Master Permit No. ROOFING JOB ADDRESS: 3q- 41aJ 9fy It 9 ► Q N City: Miami Shores County: Miami Dade Zip: 'A � Folio/Parcew 11'31®f 033 –01 jo Is the .Building Historically Designated: Yes AN Flood Zone: OWNER: Name (Fee Simple Titleholder) Phone#Ag w s Z �& Address: 3 4 N 4) 9;6 9: r City: � A A ► 40 TenandUssee Name: Email: CONTRACTOR: Company Name: Address: /rx-s ;Tou4-A State: —XI -4. -4. .also City: L-- State: skO A-� f) A Zip: ,M ool?--"- Qualifier Name: ck / � dAW6 Vh/ e Phone#: �Of -729 2240 State Certification or Registration #: e6C Or 2 3"6 D Certificate of Competency #: Contact Phone#: NQS- 2— Z 44 Email Addre DESIGNER: Architect/Engineer: H4 k--"1 ,0 , p Phone# Qgf' �" O!V6 Value of Work for this Permit: $ 9egsz) Square/Linear Fabtaffe of Work: %q,© Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑Demolition Description ofWor •�406116W. VaAd-2& XA9 4jrieg- b -40a -A�25 Z m e.� Color thru We: Submittal Fee $ Permit Fee $� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $7—M� • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectwhich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not 11/0 pproved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoin instrument was acknowledge e ore me s The foregoin instrument was acknowledged fore me this day of � , 20 / , by W'e Q O � .1u,� day of 2�Ieor by �'e.�e;. who i rso kno to me or w o has roduced who is known who hasPproduced_ As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: FERNANDOmoNTEIFO NOTARY PUB�frQe4 MY COMMISSION # DD 984327 I :•° FERNANDO MONTEIRD a EXPIRES: April 22, 2014 ,r* MY COMMISSION # DD 984327 .,�����oF Ba�Tin S -180—de EXPIRES:Apri122,2014 Sign: Sign: 8=W.ThrU8Ud90tN0tvV Saes Print: { Print: J My Commission Expires: My Commission Expires: APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) smagzAg 6uT49'Cso u a0:io,.j-puTM uTwX uo spBo*j - d:) 94UOTDT3:600 asnssasd TBuza..xz T-b'LZ a=nbT3 f f 8T'0-/+ _ gU9T0z,33ao0 aanssa.za TRuaa4ui T309 -Fdm 'sbu.pTTng zog s4uaT0Tj:39oa aanssazd TvuxaquI T-TZ'9Z aTqes 98'0 = Z4snO ao T49n9 3O aossari aqq asn aangonags aTgTxaT,a a SON A v munS X0a.0va gsnb L8'0 =((IuzT+b'£*L'T+T)/(O+Yr'£*wzT.*L'T+T))+9Z6'0 :ZgsnO 06'0 = 9'0..((£9-0.(ulzq/("4H+S))*£9'0+T)/T) :a 43 90'LZb = uOTTsdH„(££/ulZ)*T :iuz'I £Z'0 = L9T'0,,(MZ/££)*00 :u'zT 43 00'ST = 4H*9'0 :ulZ sTsATBuv s aTd000 - soxn.4Ons4S PTbT?u II Axoba3s0 204083 :.sm 99.0 asn (zH T<•baa3 'TEN) saangOna4S pTbTg aO3 :T4snD Pozr4aYq PaT3TTdNTS sasn'4On 4S PTbTU I AZOL04RD =0-.083 :tsnJ 4; 00'ZL =abpzg SsoaDV g4PTM 5PT9 43 00.08 = abpTH buoTV g4buaZ bpTS Z ..q3 00'8809 = saay ;OOg q3 00'Z =aAEH 4E busgaan0 ;oog :HO 43 00'OT = ggbT9H aARZ :gLIZ 43 00'ZT = 4H abPTU :4HU PaTgPO = 3OOg ;o OCVI 43 00'TT = 4H ;OOH UPaY1 :4H baQ TO'£ _ (Egagy);oog ;o adoTS ZT : £9'0 = 3ooH 3o adOTS q3 00'ST = uTMZ OZ'O = uOTTsdH q3 00'009 = T 0Z'0 = OO 9910 = uIg ST'O = MV 00'T = 49 TT'0 q3 00'006 = bZ 09'6 = pgdTv TO'O = (v aq) OTgpd buTdwpa S810 = ao4Op3 T2uOz40aaTQ PX 001T = 204023 aoupgaoduui ON = aat140na4S aTgTx9T3 Zf/N = dau9nb9a3 TEangvN 0 = daobagvo aansodxg ii = Aaobagv0 Tgangonags gduI 00'SLT = (A)paadS puTM OTSPg T 3o .ao3oei peol a g3Tm 'ubrsaa HjDmvu_rs uodn peseq aae . umog6 saznssa.ad TTY (T 4�d LZ LID) BUTpTTng S-410Tag TTI ainpa00sd TWU0T4Oaz-rQ Pum'lTne3aQ\PuTMVDTA\saTT3 urezBo.zd\-z) :uoTjeooT aTTa uOT-4ROO-1 COa•a ePTJOT3 alel.s aumN aeuio•ysn0 sazogs TtueTul ALTO uOTIdTzEOsaQ •1s 96 •M•u 6£ ssaippi Ag pau6TsaQ atueN Aueduioo , -ON 409C01d £TOZ/TT/S : a�eQ SToe :;g6T.TXdoo our w Aq padOTanaQ Ot-L a�SK mad 9.0•Z•Z uoTsaan PuTMVOaK Li FA B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V)A 2*I*Kh*Kht*Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 6088.00 ftA2 -Reduction Factor based on Roof Area = 0.80 Wall CP Pressure Pressure +GCpi (psf) --------------- ------ ----------- -GCpi (psf) ----------- --7------- Leeward Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz xzt qz Press Press Total ft , Psf +GCpi ---------------- ------ ----- ----- ------- ------- -GCpi +/-GCpi ------- --------- Windward 12.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.5 ft -0.90 -53.46 -33.09 5.5 ft to 11.0 ft -0.90 -53.46 -33.09 11.0 ft to 22.0 ft -0.50 -34.22 -13.86 22.0 ft to 72.Oft -0.30 -24.61 -4.24 MFRS -Wall Pressures for Wind Normal to 72 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) --------------- ------ ----------- -GCpi (psf) ----------- Leeward Wall -0.48 -33.16 -12.79 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 12.00 0.85 1.00 56.51 28.28 48.65 61.44 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge 0.0 ft to 5.5 ft 5.5 ft to 11.0 ft 11.0 ft to 22.0 ft 22.0 ft to 80.0 ft CP Pressure Pressure +GCpi(psf)-GCpi(psf) ------ ---------- ---------- -0.90 -53.46 -33.09 -0.90 -53.46 -33.09 -0.50 -34.22 -13.86 -0.30 -24.61 -4.24 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 Date 5/11/2013 Project No. Company Name Designed By Address 34 n.w. 96 st Description City miami shores Customer Name State florida Proj Location File Location: C:\Program Files\MECAWind\Default.wnd Raaf not L 1M c ry 4 ,; 4r" 5 5 Walls Gable Roof 0 w= 7 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd} ' 0.85 56.57 psf ' a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "ail = 4.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft -------------------------------------------------------------------------- ft^2 GCp GCp psf psf dbl 36" dr 6.00 6.00 36.0 4 0.81 -0.90 56.09 -61.18 window 8.00 1.00 8.0 4 0.90 -0.99 61.10 -66.19 window 3.00 4.00 12.0 4 0.89 -0.98 60.38 -65.47 window 4.00 4.00 16.0 4 0.87 -0.96 59.26 -64.35 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd} ' 0.85 56.57 psf ' t A. WOOD BEAM CALCULATIONS: WOOD BEAM BEAM SPAN = 16'-0r JOIST LOAD = 55 PSF M=6'X55 L2/8= M = 8' X 55 X 32 = 14,080 FT LBS SR = 14,080 X 12° /1800 SR = 94 SR FOR (2) 4X10 = 99.80 B. FOUNDATION CALCULATIONS: CP -1 LOAD AREA = 6' X 10' = 60 S.F. 60 X 34 X 2 = 4,080 LBS U.L REQUIRED CONC. = 3.67 X 3.67 X 1.33' = 17.91 17.91 X 144 LBS =2,580 LBS EARTH = 3.67 X 3.67 X 1.33' = 17.91 17.91 X 100 LBS =1,791 LBS 2580 + 1791 = 4,371 LBS PROVIDED C. EXISTING JOIST UPLIFT CALCULATIONS: JOIST SPAN = 12'-00 JOIST SPACING = 16" O.C. INTERIOR UP UFT: 4' X 1.33 X 65 = 346 LBS EXTERIOR UP UFT (OVERHANG) : } 2' X 1.33 X 65 = 173 LBS TOTAL UP LIFT = 518 LBS i%ue[ de (Diego ARCHITECT P.A. AA -26001641 1657 TYLER STREET SUITE 105, HOLLYWOOD, FL 33020 T- f-14% ^le 111(1 T • V f^,A\ An/ 1^71 .A 7 STRUCTURAL CALCULATIONS ROOFED TERRACE ENCLOSURE 34 N.W. 96 ST. MIAMI SHORES, FLORIDA DATE: 5-8-2013 COM. NO. 13-132 .0 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by ]1ECA Enterprises, Inc. Copyright 2013 Date 5/17/2013 Project No. Company Name Designed By Address : 34�-nw 96 st Description City : Miami. Customer Name State : Florida Proj Location File Location: C:\Program Files\MECAWind\Deiault.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 -ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 9.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 9.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 468.00 ft^ 2 Bldg Length Along Ridge = 18.00 ft Bldg Width Across Ridge= 24.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)%Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 oust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 _ 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems r�. B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 56.57-psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 468.00 ft^2 Reduction Factor based on Roof Area = 0.87 Wall CP Pressure Pressure +Gcpi (Psf) ---------- -GCpi (psf) ----------- --------------- ------ Leeward Wall -0.43 -31.02 -10.65 Side Walls -0.70 -43.84 -23.48 Wall Elev NZ xzt qz press Press Total ft Psf +GC Pi -GC;pi +I-Gc Pi - ---------------- ------ ----- ----- ------- ------- Windward 9.00 0.85 1.00 56,.57 28.28 ------- --------- 48.65 59.30 Note; 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCPi(Psf) -Gcpi(psf) ----------- ---------- --------------------------------- ------ 0.0 ft. to 4.5 ft -0.90 -53.46 -33.09 4.5 ft to 9.0 ft -0.90 -53.46 -33.09 9.0 ft to 18.0 ft. -0.50 -34.22 -13.86 18.0 ft to 24.Oft -0.30 -24.61 -4.24 WOW -Wall Pressures for Wind Normal to 24 ft wall (Along Ridge) Wall C -P Pressure Pressure +GCpi (psf) ------ ----------- -GCpi (psf) ----------- --------------- Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total -ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 9.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------------- ------ ---------- ---------- 0.0 ft to 4.5 ft -0.90 -53.46 -33.09 NECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 Date 5/17/2013 Project No. Company Name Designed By Address 34 n.w. 96 st Description City Miami Customer Name : State Florida Proj Location File Location: C:\Program Files\MECAWind\Default.wnd ROOt 110t f. shorn 1 15 ' t 4 MALS t Gable Roof 0 <-- `V.ow"` `' a a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 3 ft Description Width span Area Zone Max Min Max P Min P £t £t ft^2 GCp GCp ps£ psf --------------------7----------------------------------------------------- fixed glass 4.00 7.00 28.0 5 0.83 -1.12 57.07 -73.42 sl gl dr 16.00 7.00 112.0 4 0.73 -0.82 51.66 -56.75 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 0.-85 56.57 psf ROME OF COMMENCEMENT A RECORDED COPY MBI' BE POSTED ON THE JOB SITE AT TIME OF FIRST NFECIM PIRIWT NO. J TAX R= NO H- -. t 0 l �'C,A � ' Q � RQ - STATE CF FLORIDA COUNTY CF MIAMI -DADS THE UNDERSIGNED hereby gives noticetimt Improvements will be made to cermin real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencenm t. . OR 81t 28713 Ps 0483; (fps) RECORDED 07/08/2013 09:42:43 HARVEY RUVINP CLERK OF COUt7T MIAMI-DADE COUNTYP FLORIDA LAST PAGE 1. Legal description of property and streetladdress: AA n f49Re,- -pig /®---w Xor ife-:- or -ter z,,- 2. Description of improvement: 3.Owner(s) name and address: Interest in property: %ice Name and address of fee sIrAple P) titleholder: LA 4. Contractor's name and address: ' _ _9_qP6 A) 5. Surety: (Payment on required by owner from contractor, if any) Name and address: Amount of bond $ /-� _/' AO A 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section Florida Statutes, Name and address: - d ) L 8. In addition to himself, Owners designates the following persons) to receive a copy of the Ltenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiral4n date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ate is specified) of Owner Print Owner's Name ,) mac . , Sworn to and subscribed before me this _0 day of Notary Public - Print Notary's N My commission 11301-M era PAOE3 20 _ Prepared by&m y1 4 Address:Q 116 Id ZI M . x WITNE55 my nano znn Jul, 8. 2013 4:17PM CERTIFICATE OF LIABILITY INS No. 3438Eo2 P. 1 OP ID: CM 07/0812013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTE=ND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 1PRODUCER Phone; 954-735-6500 Gateway Agency Fax: 954-735-2852 WE,ACT P 0 s Edg Af Ho 2430 W Oakland Park Blvd. Ft. Lauderdale, FL 33311 o Gateway Ins. Agency A262414 INSURERS AFFORDiNiG COVERAGE NAItC INSURER A: Nautl(US Insurance Co. EACH OCCURRENCE $ 1,000,0001 INSURED Formula Development & Construction Management, Inc. 1886 S Ocean Dr #14-M INSURER B - IISURERC: INSURER D: Hallandale, FL 33009 INSURER E ; PRODUCTS -COMPIOPAGG S 1,000,00 INSURER F COVERAGES CERTIFICATE NUMBFR: RFVIRION Nt1MRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T=R TYPE OP INSURANCQAUDL PODGY NUMBER CY E ��CY Ex UNITS A OENERAI. LIABILITY X coMMERcm GEHERAL uAeanY CLA M40DE [X OCCUR NN227822 0r10712013 07/0712014 EACH OCCURRENCE $ 1,000,0001 DA6W3E TO RENTED S 100,00 MED EXP CkwonePerson) S 6,00 PERSONAL a ADV INJURY 4 1,000,00 OENERALAGGREGATE a 2,000100 GEN`LAGGREOATELIMIT APPLIES PER- 7X POLICY Pte" LOC PRODUCTS -COMPIOPAGG S 1,000,00 S AUTOMOBILE LIABILITYCOMIBWED ANYAUTO WS D AUTO$ LED HIRED AUr03 AAWNED SIlGLE LIMIT a 'd BODILY INA AY(Per Pawn) $ BODILY INJURY(Pereaidmi) 3 RY DAM AI _ S UMBRELLA LIAR EXCESS UAB OCCUR CLAiiR3 MWDE EACH OCCURRENCE Z AWA150AYe E DED I I RETENTION 9$ WORKERS COMPENSATION AND EOAPLOYERS' LIABILIER ANYPROPR�TORlPARTNERIEXECUrIVE YIN OFFNCERRd&MSER EXCLUDW? IMand�alc�,y W NHI MCBIPTiOONNo`" 9RATIONSbebw N I A I STATU- OTWy B L EACH ACCIDENT S F -L. DISEASE -FA EMPLOYEJJ E.L. DISEASE - POLICY LIMIT a DESCRIPTION OF OPERATIONS! LOCAM) S / VEHMtXO IATWch ACORD 109, Add'iUenel Remerke WNW.. (I more epee to required) MIASH01 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2 AVENUE MIAMI, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TNS EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RtPRI53ENTATIVE 9409AU- W 1953 -2010 ACORD CORPORATION, All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD . 4 1Y.lW,"X4W ', i L J.71VV 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 - Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it. is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "560 ECO -Guard" Aluminum Projected Out Window - L.M.L APPROVAL DOCUMENT: Drawing No. W1148, titled Series "5--560 Aluminum Projected Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02!24/11, with revision B dated 01/31/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no"change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA after the expiratiowdatowifthere haVebtrei0ision or change in the materials, use, and/or mddRMWdEtho pr i is NOA as ' endorsement of any product, for sales, advertising or any other pu ' ate this NOA. Failure to comply with any section o be al 'of ADVERTISEMENT: The.� lmhe words Miami -Dade. Coun , Florida, and followed by the expiration ma tel aey a �r��ha a of the NOA is displayed, then it shall be d �,u�u�t., Vwlew do not relieve CORUSctor OM Diry INSPECTION: A copy of i sffff#Wt@t1Wuft*ydbmia s or its distributors and shall be avail , o This NOA revises NOA # 11 ���� �. ficial. approval document mention � J � c w ell as ;�` ,�E.I comp;lancs wi"�d�i the :a;' The submitted documentatio r r�Ya bg �e P�n� �„ r � "Sit W,' t On and corrEtilc-itio : at u�►r� u u dire r s Selecting fabrie"n" No. 12-0223.26 ... tec n FL of conztrue-Um, ca6rdinatarsg &t �i!�° ' May 26, 2016 that ® trada3e oradicshg hi4, �J , i May 03, 2012 e 1 ' Safi a d tis actory manner. 8 _ MIGUEL de DIEGO, AROH1 ' date BY R Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. W1148, titled "S-560 Aluminum Projected Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11 with revision B dated 01/31/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked7-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA#11-0309.45) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/02/11, signed and seated by Javad Ahmad, P. E. (Submitted under previous NOA#11-0309.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteaD PVB interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 11-0309.05, issued to Eco Window Systems, LLC for their Series "560 ECO -Guard" Aluminum Project Out Window — L.M.L ", approved on 05/26/11 and expiring on 05/26/16. AA Manue Pe .E Product Control min NOA No. 12-0 .26 Expiration Date: May 26, 2016 Approval Date: May 03, 2012 E-1 /3dw 1311 Miami Shores Village AFP PFd0VED I BY ' I DATE 131 -DIG DEPT IFALSE �LlNrnas MAY BE Us7 SUBJECT TO COMPLIANCE WITH ALL FEDERAL TATE AND COl1NTY RULES AND R �o WLSW. WIDTH WDW. HEIGHT 10-1/8- 53-1/8- 28-11/2- 3-1 '28-1 ' 53-1/6- 32, 3-1 8'32' w-1/8- 1. 83-1 8' 42' 46-3j4- 48' 8-3 4'48' 40-7/8' &--1/$- 37' 7' MAX. RNLRS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SQM SHOWN ARME OR WAUM — 70.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUARD BERIES-580 ALUMINUM PROJECT -OUT WINDO�P APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO METAL SCREWS, THAT COME INTO CONTACT WITH O7FIER DISSIMR.AR tUA SHALL. MEET THE i REOUNREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. / 9 53 1/8' ow VAD 51 1/8' ENT Wur 45 1/2' HEAT STREWD. GLASS 090 INTERLAYER 3UTACIIE PY8 BY 'DUPONT' r I/8' HEAT SfREN'D. GLASSSIUCONE g `I T CORNING 899 F 4 WDW. HtlGHT uPro aT SASH a9' z 38-3 6' 3 I3o-5 e' a 83-1 e° a 1/8' TEMP. GLASS 3/e' AIR SPACE 1/8' HEAT SR$N-D GLASS INTERLAYER .090 INTERLAYER IVB BY 'DUPONT' �1SILICONE �X CLASS D0W CORNING 899 GLASS TYPE 'A' i GLASS TYPE 'AA' GLAZING OPTIONS 28 12 m 8' t t9 �1M g SITTING-BLOCr1S AT INSUL. IAM. GIM N47GLFaRTLEG5 • PRODUC7'RBVffiM FlA. PE "I' 684001ylyhgwldl9q) 1 r a ITIdGdlhg Code onDNo rto oam 8 y $ 4 n drme�ing no. 012 W11-08 TMC --_-_---_---..----- MIAA9—OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPIf WOOD BUCKS AND METAL STRUCTURE NOT 8Y ECO WDW. TYPICAL .ANCHORS: SEE ELEV. FOR SPACM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY Inv' (Fw120 KSI, FY -92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 11A" DIA. Ut.TRACON BY 'EICO(Fu-in RSI, Fy-tOS KrA) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU Isy BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SELF DRILLING SCREWS (SRAM 2 CNS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MtW-IDADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') (NO SMM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMSS ('c - 3000 PSI MIN. 1 C-90 FOLLOW/rum BLOCK AT JAMBS Pm - 2000 PSI MIN. � all �>I • . TYI3ICAN. A;i 61' 5 . . am'•• .I SEE EUX. WOOD FOR SPACING to Z 0 r 3 FI a o a •° FIX wofterAdu No 14 2014 p drawing no. W11-08 Sheet 2 of 8 s T/a- MAX ©TT SHIMS T/a' MAX NDa g i SSHIM fiQAi T(p TT vTYPICAL AN CHORS SEE CLAN G 28Y WOOD TYPICAL ANCHORS FOR SEE SCREEN OPT. ------ STRU FOR SPACINO -153 v, iBY T 8 0 WOOD BtlCif TYPICAL ANCHORS EXTERIOR r SEE EI£V, METAL 'O FOR SPACM STRUCTURE O.L OPO. WIDTH��j fig{ U-;- VENT G J 3f WINDOW Wum V! MIAMI-OADE COUNTY a APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS i SEE ELEV. FOR SPACING Z n S{ A W Lmo 1 I O I I I I ----- II II I 1 11 11 SIX Q EXTERIOR �m== Ww00+x WIDTH WINDOW WIDTH iy h C 6 m i RyR WAD AFDIND', PRODUCPimirvi i)TVIL -� ,'FTA. PE7L98E ea Oon>plytag NlQltLe Flad� I NO 12. I A3trmt PEodt drawing no. W11-08 i sheet 3 0( 6 T TYPICAL SEE ELM FOR O7-LL7 Boa. .:PROI'91YC1'RBYL4f31i cm FL%'.K %.9aoDgdyhgwilhdoMmide 47r CA!L l ftu*RCD&AupkVow No 1 Daw �O a.W 1 a '° Q $ 8 �. drawing no. W11-08 sheet 4 of 6 , I EMINAI-o. & couNTY APPROVED I; nce ALULLION ANCHORS j SEE SEPARATE NOA I; TYPICAL FOR TYPICAL SEE ELEV. FOR n IN��U'FzW1 v_ e.a WAlw;_asci A . Boa. .:PROI'91YC1'RBYL4f31i cm FL%'.K %.9aoDgdyhgwilhdoMmide 47r CA!L l ftu*RCD&AupkVow No 1 Daw �O a.W 1 a '° Q $ 8 �. drawing no. W11-08 sheet 4 of 6 FRAME HEAD/SILL/JAMB VENT .51 B .ao3 .o4s 1.047 GLAZING BEAD (LAM. GLASS) .13o 1.1n GLAZING BEAD (INSUL LAM. GLASS) .las .780 _E-.120 .7ao SNUBBER — VENT HTBM PART # QtTAWM DISIMI TtON MATBRIAL MANP./SUPPLTBR/WWARX8 1 mat a F94ME HEAD/SW AMB 808348 2 Es02 4 VENT am -T8 - 3 FYIaB AS REOD. GLAZ1N0 READ (LAM. OIASS) 6083-T6 - 3A ESos AS IEOD. GAMIC BFAD 9NSUL UM. p1ASS) 8083 -TB - 4 E808 AS REQO. SNUUBER - VENT. FULL LENGTH s089 -TB - 4A E509 AS REDD. SHUSM - FRAME, FULL LENGTH 806,-78 .OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' 5 Em OPDONAL SCREEN FRAME am -TB FASTENED WITH (6) #10 X 1' P PH SMS 7 010 X 1-1/4' AS RECD. FRAME AND VENT ASSEMBLY SCREWS FASTENED WITH (2) 810 X 1" P PH SMS H WS SMS 8 9203 AS READ, BULB WEATHEIST PPM, OUROMETER 55 SANTOPRENE tx.TRAM 3 8 E203 AS REOD. 01A21N0 BEAD BULB. UMMEIER 85 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. MU TRUTH, INSTALLED WITH (2) 010 X 5/e' SDS 11 13OM92 1 MINI PQDHT I= SYSTEM - TRUTH 12 31984.92 AS RM. KEEPER STEEL TRUTH 13 52.13.012 1/ VENT RDTO OPERAM 7AMAK/STL TRUTH. AT 12" FROM ENDS 14 P8J40-S9 2/ CORNIER MAME/VINT COINER KEY ST. STEEL - 15 FYI -20 AS IREOO. FLl" FRAME ADAPTER 6083-T6 OPTIONAL 16 - 2 ANTI SAO SKATE, AT 4-1/2' FROM EACH END NYLON M&M PIASTKS 17 #10 X 1-1/4' 2/ SKATE FH SOS SKATE SCREWS 18 08 X 3/4" AS READ. FH SMS SMLRIM SCREWS IN PAIS Y APART, PAIRS SPACED AT 7-3/4' O.C. 192/ LITE SETiNN: tIA13R. 3/18' x 3/4" % 4" t.W10 NEOPRENE AT 8' FROM EACH END, OUROmum 88 20 FLB-8D MASS SPACER - 1/B' HM SRICON9 FRANK LOBE 0rowing no. 11 W11-08 11 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. a.see '062 LOCKS; > 7� MULTIPOINT LOCK SYSTEM 813096.92 BY 'TRUTH' AT EACH JAMB 2.811 LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL FASTENED TO JAMBS WITH (2) 010 X 5/8' SMS. 15 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4' O.C. MAX. EACH GUIDE FASTENED WITH (2) 810 X 1' P PH SMS 1.750 STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET i FOR QUANTITIES •493 1.7s0 HINGES: 4 BAR ST/ST HINGES 835.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS .493 FASTENED WITH (3) #10 X 5/8' P PH SELF DRILLING SCREWS 1a CORNER KEY .OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1' P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) 810 X 1" P PH SMS I—{ ANTI—SAG SKATES; 'M&M t.2ss—I NYLON ANTI -SAG SKATES BY PLASTICS' (2) AT 130TTOM RAIL A(2) EACH FASTENED WITH #102X 1-1/4NPSFH SDS. ® SNUBBER —FRAME 0rowing no. 11 W11-08 11 �%%U Z14 C 3 ,a a �M a d W ng VENT CORNER FRAME CORNER g<m . ,WVAb nHtNO PBOM=RBVISBD ,y •° W1119 08 Y2U1i sheet g of MIAMDADE MIAMI -DADS COUNTY MMM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Strwt, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474. BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidaae.grvi_pers Eco Window Systems, LLC. 7955 NW 77'x` Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11500 ECO -Guard" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.1.)", sheets 1 through 6 of 6, dated 02/23/11, with revision B dated 01/31/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small. Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufaeUvWs name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance product. TERMINATION of this N9A will occur af%,ta Ire has been a revision or change in the materials, use, and! manufatef'ure 1& . suse of this OA as an endorsement of any product, for �l or any 0 'or purpose y term ate this NOA. Failure to comply with any section of tt�ib OA s R%i�'�f� ' on and removal f NOA. d ,, ADVERTISEMENnumber �� by the words Miami- a County, Florida, and followed by the exp ad�a nvt� 1' portion of the NOA is displayed, then it s "e dont 1IR its gn :'e�° � ,�r�,cvx m 00� INSPECTION: A is-p�1ti4A �sltal �ie,�rovrci ether " "til acturer or its distributors and shall eqygiX e forins rob ai` t oia; ite5'tfxs ilding Official. This NOA revises N �,,Q6°rcviia 1, as well as approval document ^•, The submitted documn�v�ra vt'dweilb" -P- �b NOA No. 12-0223.27 ,p ..� ► Date-- May 19, 2016 �11��� ,, e a�SCYc�°�t �, N.:�.�34+"!,�i .�zsa� ��3a �� jN��II late: May 03, 2012 ¢fin h, roe �o SE:�:��.�'k"v. a p gj @.�iiiUaU edam T� 9a�+ and gJ.iS'e .�'eh�5�8�e� Gel.2 �fl�� �i that of anden, Page 1 �a�aacfo�� �ann�r. safe and MIGUEL de DIEGO, Ali Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. sheets 1 through 6 of 6, dated 02/23/11 with revision B dated 01/31/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Tess, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10-3141, HETI-40-3142, HETI-10-3143 and HETI10 3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by A1--Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 11-0309.06, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window - L.M.I " approved on 05/19/11 and expiring on 05/19/16. Manuel Perez, P rroduct Control Examr NOA No. 12-0223.27 Expiration Date: May 19, 2016 Approval Date: May 03, 2012 E-1 1/8' TEMP. GLASS 3/8• AIR SPACE 1/8' HEAT SIREN'D. GLASS f/8" HEAT SIREN D. GLASS .090 INTERLAYER 090 INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'OUPONT' 1/8' HEAT STREN'0. GLASS ppp 1/B' HEAT SRREN'D. GLASS SILICONE "NO 899 DOW CORNING 899 I' 20 � 19 SETTING BLOCKS AT INSUL IAM, GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'AGLASS TYPE 'AA' GLAZING O�ONS ECO—GUARD SERIES -50Q ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SNGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMt OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LlMRHO TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER 61SSIMIAR MAT RIAS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. 8 POINT LOCK WDW. HEIGHT NO. F TTYPICAL ELEVATION UpfO Al'KEEPSASH 28' 2 38-3/8' J 50-4 /81 4 83' S 78' 8 MAXIMUM DESIGN LOAD RATING ® + 70.0 PSF {FOR SIZES MW OR SWUM) — 78.0 PSF .. U IIIA I THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. nnSHUTTERS ARE NOT REQUIf2E0 rqr: JAA PBODUCTRBVIIQiip Q FLA. PE Budd code kh�OR t NOTE: GLASS LTIES ON THIS SHEET ARE ZQ drawing BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W11-05 DECLARATORY STATEMENT DCA05—DEC-219 sheet 1 of 8 TYPICAL IMNb9-OADE COUNIY APPROVED I! 1MULL10N & MULLION ANCHORS 1 ,SEE SEPARATE NOA �I I I I� 1 I II WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, p (ft TTRPICAL ANCHORS SEE ELEV. WOOD a= FOR SPACING PICAL ANCHORS, sm aw. FOR SPACBHG 1/4" DIA. TAPCON BY TW (F,120 KSI. F)-92 KSI) i /4" DIA. ULTRe�ON ML= (FU -177 KSI, F"158 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8° MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MW. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SEF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8'7 (NO SHIM SPACE) WRICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MW. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS ('c - 3000 PSI MIN. C—M HOLLOW/F9.LED BLOCK AT JAMBS I'm - 2000 PSI MIN. _z� PRO dranving no. W11-05 MAX. 1/4' MAX. ++ SHMS 1/,V µo. © B o� 0 F,s , B + TYPICALSEE ANCHORS 20Y WOOD S1D TYPICAL ANCHORS . O. FOR SPACING ------SCREEN OPT _----_- o FOR SPACING D STRU �r a SEE 8"* °n srRUL�U� ir - - - - - - a o, 3 a "� Supt � + EXTERIOR a t SEE ANd10RS FOR SPACING D.L. OPO. VENT WIDTH J WINDOW WIDTH J WM M MUTAI ryON Z 1 SEE SEPARATE NOA Z TYPICAL AN SEE ELEV. FOR FOR S SPACING QO � .. W nB I i , I , I � I 11 11 I � WINDOW WID1H YAND W7 VIM g g<m r dVA. '• asaomp,yh�g OmwUh Ffmrr� � ,� A O i�. .Br Deft dr°wi � Vd11—Q5 street 3 °t 8 SEE TYPICAL ANCHORS �E EL£Y. FOR SPACING ALT. I T MAL hOW—DADS COUNTY APPROVED I MU. M & MULLION ANCHORS I I SEE SEPARATE NOA 11 II II II TYPICAL s FDR TYPICAL SEE ELEV. FOR 6/ av®®b • yy. , . PROM= tGewklH PlarUia t : F C 3AiH Bu ldtag ONIG NO g ZNK dmwing no. W11-05 FRAME HEAD/SILL/JAMB .819 '803 A4$ 1.047 GLAZING BEAD (IAM. GLASS) .130 1— '� .049 1.172 GLAZING BEAD (INSUL. LAM. GLASS) .24s _.120 SNUBBER - VENT I'm PART 0 QUANTITY DESCRIPTION MATERIAL NAND./SUPPLIER/MWARKS I E601 4 FRAME HEAD/901/M0 6063-T9 aez�OL 2 E602 4 VENT 6083-16 AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL 3 FYt08 AS RM. GLAZING BEAD (LAM. tDASS) 8083-118 t9 FLUSH FRAME ADAPTER 3A E508 AS REOD. GLAZING BEAD QNM LAM. MASS) 6083-118 - 4 EBO8 AS RM. SNUBBER - VENT, FULL LENGTH lim-TO - 4A E809 AS REOD. SNUSM - FRAME, FULL LENGTH 6063-78 - 5 E506 OPWNAL SCREEN FRA19 6083-T5 FASTENED WITH (6) #10 X i" P PH SMS 7 010 X 1-1/4' AS REM FRAME AND VENT ASSEMBLY SCREWS FASTENED WITH (2) #10 X 1" P PH SMS IN TRI SMS 5 FOOD AS READ. BULB WFAiT03tSTRtPPINO. MROMETER 65 SNROPRENE ULTRAFAB 9 E2063 AS RE0O, MaNG BEAD BULB, DUWIMETER 65 SANTOPRENE ULTRAFAR 10 36.112-00,400 2/ -VENT 4 BAR HWM AT TOP ANO BOTTOM STEEL TRUTH, INSTALLED WIN (2) 010 X 5/8' 904 11 13096.92 i muun POINT LOCK SYSTEM ZAMAK TROR{ 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/511- ISM 14 PSI40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 18 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T8 I OPTIONAL 16 - 3 ANTI SAO SKATE NYLON MSL PLASM 17 010 X 1-1/4' 2/ WAX FN SOS SKATE SEWS 18 08 X 3/4' A9 REOD. FH SMS SNUBBER SCREWS - IN PMS Y APARL PAIRA SPACED AT 7-3/4' O.C. 19 - 2/ UTE SEMO BLOCK, 3/18' X 3/4' X 4' LONG NEOPRENE AT 8' FROM EACH END. OUROMETER 65 20 Fl6-SO OLAS9 SPACER - 1/8' HmH 9000NE FRANK LOWE PRODWI'RRV11331D FVVol"With amBlarma .-`�621 ITuimgc M" Z D� 1� i drawing no. W11-05 SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 2-866 aez�OL CKS: 769 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL 2.81t FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES t9 FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12 3/4"MAX. SMS EACH GUIDE FASTENED WITH 2 X 1" 1.760 STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES .493 1'750 HINGES 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS .2-93 FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS OPERATOR: u CORNER KEY SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X i" P PH SMS .245 OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS .780 120 1 -SAG SKATES; b 1.268 "I 7 .ANTI VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE ® SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. PRODWI'RRV11331D FVVol"With amBlarma .-`�621 ITuimgc M" Z D� 1� i drawing no. W11-05 0 O 1-:1 H,-- dmwing no. W11-05 MIAMI - DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 WWW.minmldade 9ovlg= Eco Window Systems, LLC. 7055 NW 77'h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "550 ECO—Guard" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.y', sheets 1 through 6 of 6, dated 02/28/11, with revision A dated 01/30/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the.Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. AM(SSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building gode negatively affecting the performance of this product. TERMINATION of this Na revision or change in the materials, use, and/ pf tha&W4tfir this NOA 49 an endorsement of any product, for sales, e g or any other Dees terminateis NOA. Failure to comply with any secti *jnall andi . removal of NOA. ADVERTISEMENT: a NOA numbs a the words Miami -Dade C Florida, and followed by the expiratio �rWi ai 1' t� i ion of the NOA is displayed, then it shall beirk i yP0 x". - �t ��s ftp ,r- INSPECTION: A copy o ft Mq a�1; 61 , s 'T t %Oafs 'W&n i or its distributors and shall be av a tt aeth ?t� l il> irtel i%e �fd g Official. This NOA revises NOA # 1"ik", "dd C-64 ge ; d vidbnc $aj&ki d E-2, as well r F aL4ao C. m + r c men�+� ZRad < g a { �t ; �s� �a-,��5 as approval document The submitted documen ltreibePed�Jiel i`$sl� iti r"'°4 sP '..r ai3d sy.; to.B00 b ERz:> exsS r �e i;A No. 12-0223.28 tai I ft*%A5ate: May 05, 2016 y �Sawa5 •, olte: May 03, 2012 wades; and�I"$t'o3ca �- 4 sag and ����(�iOpj i33a31ne8. i 1jnaUEL do DIEGO, AR ECT Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturees die drawings and sections. 2. Drawing No W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.p , sheets I through 6 o€6, dated 02/28/11, with revision A dated 01/30/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. -HETI-10--3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#11-0309.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149 dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#11-0309 07j 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #11-0309.0 7) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#11-1309.07) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Mauael Pe P Product Control E er NOA No. 12-0223.28 Expiration Date: May 05, 2016 Approval Date: May 03, 2012 E-1 Z-� ZIOZ `£o,(gW :019a lueoaddv 9Toz So ARN :041tQ uoi;e. oxif 8Z'£ZZo-Z 'oN VON aaulu[ I CO Pnpo id .�.d ugLN '9I/SO/SO uo Suu dxa puv 11/90/50 uo panoiddB `«'I'yf l - mopulM paxlq umuiumlV «pj9n()-ODa OSS» sauas �Pgl JOJ OTI `suxMAS r ONA o09 aI pans! `LO'60£O-TT 'oK aauBld=OVJO aatloX •T HHHZ0 'O (ZO*6000-,fI#VOAt snowed oapnn paApmquy� `;uo3.3 opzpuuo Sq poluas puu pou8is `0I /6Z/Z I PaIuP `'ouI `gu4w L pus 8uuaau!8uq auuOPMH,(q pansy `6Vi£-OI-LLRH pug 81�I£-0I IZRH `LtT£-OT'-IZHH `9t1T£-0T IZHI `Sbi£ OT-LL'aH 'oN suodo-d ms, joj jowl oowgduxoo &ovuogvl I 'g'd `per puA,ur Aq Painas puu pau8is `ZIOZ 10i Annuur pa}up lsaaaj 181mug ou jo pun `OIOZ-;3S.d gIlm 8uuildutoo `ooueumpoa jo jMal ItrolmajigS 'I s.LNHNXLVss W '9I/I I/ZI uo 8utudxo `l I/80/60 pawp «caRvjaa;ul SAd ®a;cau;ng;uodna" gogj xoj -auI'•aO i8 sanomaxaQ;uodnQ TH off. pans' 1O'1000 -1I 'ON OOU%d=VJo QOROM 'I SMOLLVDIALL?I D gymaj vw . '3 (tam ans X)MM H :513NIVIXIMV 410 la -110M 'OTI bSWQPAS stopulM, oaa 1/8' TEMP. GLASS r3/8' AIR SPACE 1/8' HEAT STREN'D. GLASS �4.'1 0 0 F THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. G a ,^� .090 INTERLAYER ECO—GUARD SERIES -550 ALUMINUM FIXED WINDO AT��°� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER i CHARTS SHOWN ON SHEETS 2. � N R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE BLITACRE PVB BY 'DUPONT' COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER fWINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SUfACRE PVB BY 'DUPONi MIAMI -DARE COUNT' APPROVED MULLIONS IN BETWEEN. 3 i LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'0. GLASS 1 WILL APPLY TO ENTIRE SYSTEM. $ 3/18' HEAT STREN'D. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE { REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 'i WOOD BUCKS .BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. W � z r g� ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, Coi Z ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 889 NOT PART OF THIS APPROVAL r i A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUIL. CODE SECTION 2003.8.4.IT y U W W n 3 I—r-r-r-II 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREWD. GLASS j 3/18" HEAT STREN'D. GLASS 090 WTERLAYER .090 INTERLAYER I .090 INTERLAYER � N R BLITACRE PVB BY 'DUPONT' SUTACRE PVS BY 'DUPONT' SUfACRE PVB BY 'DUPONi 1/8' HEAT STREN'0. GLASS 1/8' HEAT STREWD GLASS 3/18' HEAT STREN'D. GLASS 00'M CORNING 899 DOW CORNING 889 DOWSUCIDHCORNING 899 0 6 S m m � 3 I �� I: I: 7 7 II T Q _ illTl •ngn'.tAYlm AH ' PE #cw CAN PROD=RENISBIT WYIn9wadl*F e swwft code SS F7 8 rill INA1 SETTING BLOCKS AT 0., LAM. CUSS DN0 0 CLEAR O AD �G r� 'A' 'AA' 'R' ZO`M drawing no. GLASS TYPE GLASS TYPE GLASS TYPE GLAZING OPTIONS :fit T oT g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). W 0 L 81 $ P WIDOM AND LENGTH OIIOMMNS CAN BE ORIENTED I VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. LL ,; I I flA'PE• 17N'. asoonoybMwIlhoorloft•� x� •� ZO12• drowfng no. W11-10 DEMOIN /AAD CAPACM - PBF DS81ON LOAD CAPACPTY - PSF W@DTOW MhM GLASS TYPE 'A' GLASS TIPS 'AA' MASS TYPE 'B' WRMOW DUM OLASS TYPE 'A' 61688 TYPE 'AA' OLA08 TYPE '8' WMH (W) L£NOTH (L) EXT.(+) INT.(-) EXT.(+) 1NQ-) EXT.(+) INT.(-) WIDTH (W) L04 M (L) EXT.(+) INT.(-) EXT4+) 1NL(-) EXI'.(+) INT-(-) 30' 36' 42' 48° 54' 60' 66' 48' I 7010 75.0 70.0 75.0 70.0 75.0 28-1/2' 32' 37' 42° 48° 53-1/8° 88° 80• 83' 70.0 75.0 70.0 7&0 70.0 7&O 7010 750 70.0 73A 7010 75.0 7010 71L0 7010 75.0 70.0 78.0 61.7 80.1 70.0 784 70.0 7810 70.0 78.0 70.0 7&0 70.0 78.0 54.0 87.8 7010 7&0 70.0 78.0 61.7 06.1 70.0 7&0 70.0 7810 84.0 87A 70.0 7810 70.0 78.0 84.0 579 70.0 7&o 70.0 75.0 - 70.0 75.0 70.0 78.0 51.2 842 70.0 78.0 70.0 78.0 I - - 70,0 7&0 70.0 7810 - - 70.0 75.0 70.0 7510 30' 38' 70.0 75.0 70.0 7&0 70.0 7&o - - 70.0 73.0 70.0 78.0 70.0 75A 70.0 78.0 70.0 7510 - - 70.0 75.0 70.0 75.0 42' 48° 66' 54' 81.7 08.1 70.0 7510 70.0 75.0 26-1/2' 32' 37' 42' 48' 53-1/8' 58° 8D° 03' 63' 70.0 75.0 700 75.0 70.0 75.0 84.0 87.8 7010 75.0 70.0 7&0 70.0 75.0 7&0 78.0 70.0 75.0 68.9 734 S&9 73.8 7010 78.0 70.0 7810 70.0 784 68.9 73.8 1 08.9 73.8 81.7 66.1 70.0 75.0 7010 78.0 68.9 73.0 88.9 73.0 - 70.0 78.0 70.0 75.0 30° 36' 42' 46' 54° 60' 88' 1. 70.0 75.0 70.0 700 70.0 7&0 - - 70.0 75.0 70.0 7&0 70.0 7510 70.0 780 70.0 7&0 - 00.4 i 71.1 6&4 71.1 61.7 6&1 70.0 78.0 70.0 7&O - - 82.0 ' 68.4 02.0 6&4 - - 70.0 780 70.0 75.0 - - 59.0 632 59.0 632 - 8&9 739 8&9 734 26-1/2° 32' 3Y 42' 48' 53-1/0' 78' 70.0 75.0 7010 75.0 70.0 7&0 - - 62.0 68.4 82.0 60.4 70.0 75.0 70.0 75.0 70.0 750 - - 82.0 58.4 8210 �.4 70.0 7&0 70.0 78.0 70.0 78.0 30' 30° 4Y 48' 54' SO. 7010 7&0 70.0 78.0 70.0 7&0 - - 70.0 78.0 70.0 78.0 70.0 78.0 70.0 78.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 68.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - 70.0 7810 70.0 78.0 26-1/2' 32" 37' 42° 48' 00' 70.0 75A 70.0 75.0 70.0 78.0 - - S&9 73.8 0&9 73.8 70.0 78.0 70.0 _ 7&0 70.0 78.0 - - 62.0 80.4 8210 68.4 - - 70.0 78.0 70.0 7810 30' 38' 42' 48° 54' 72' 70.0 75.0 70.0 7&O 70.0 78.0 - 70.0 7&0 7010 7810 70.0 78.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - 70.0 754 70.0 78.0 26-1/2' 32' 37' 42' 48' 84' 70.0 78.0 70.0 7&0 70.0 78.0 70.0 78.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7&0 S89 73.8 689 73.8 - 70.0 7&0 70.0 78.0 1' 38' 42' 1. 78, 7010 7&0 7010 7&0 70.0 78.0 - - 70.0 • 75.0 70.0 75.0 70.0 75.0 7010 75.0 70.0 75.0 - 70.0 , 7&0 70.0 78.0 - 704 75.0 70.0 75.0 26-1/2° 32' 37' 42' go. 7010 7810 70.0 ' 7&0 7&O 75.0 - - Tao 75.0 70.0 75.0 - - 70.0 71L0 70.0 7&0 30° 38" 70.0 78.0 70.0 75.0 70.0 75.0 - - 7010 7&0 70.0 7510 - - 70.0 78.0 70.0 75.0 - - 70.0 7&0 70.0 75.0 42' 48' 84. - 70A 75.0 70.0 75.0 26-1/2' 32' 37' 42' . 70.0 7&0 70.0 75.0 70.0 7010 78.0 70.0 75.0 - - 7010 7&0 70.0 !75 30' 38' 42° 90 70.0 7&0 704 78.0 70.0 78.0 - - 70.0 75.0 70.0 - 70.0 78.0 70.0 78.0 70.0 7&o 70.0 70.0 75.0 70.0 75.0 30' 1. 42° 1 Be. - 70.0 78.0 7010 75.0 - 704 73.0 1 70.0 7810 70.0 7810 1 70.0 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). W 0 L 81 $ P WIDOM AND LENGTH OIIOMMNS CAN BE ORIENTED I VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. LL ,; I I flA'PE• 17N'. asoonoybMwIlhoorloft•� x� •� ZO12• drowfng no. W11-10 COUNTY APPROVED MUwaN ANCHORS TE NCA WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED B�GLA21NG SYSTEM AND TRANSFER THEM TO THE BU NG STRUCTURE. i ANCHORS TYPICAL ANCHORS: sEE Em. FDR sPAcmKi 4 DIA. TAPCON BY 'ITW' N ,],/ " (Fw120 KSI, Fy�92 KSI) ILC DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, "155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES Z 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY s 3 G 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z $� i DIRECTLY INTO CONIC. OR MASONRY 3 N a! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY pO 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W S INTO METAL STRUCTURES N STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 812 = OR SELF DRILLING SCREWS (GRADE 2 CRS) g INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. ® 1/8-) (NO SHIM SPACE) TYPICAL EDGE DISTANCE R INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. m CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MEN. C-90 HOLLOW/FILLED BLACK AT JAMS. I'm . 2000 PSI MIN, g < I MMUCrREVEMg� r� DD C,AN. 5879 2 ' HOiI�C�OQeA'DUflOCF%� t� � A9oaPi�oo O 6 m � By drawing no. W11-10 street 3 of 8 '/4e MAX $ 1/4' MAX. © SHOM 1/4' MAX. SHIN SHIM 0.EV ORS 1� TYPICAL ANCHORS d p FSt SPACING SEE ELEV. y.p 28Y wow BUC yw CZ t��i FOR SPACING `CC 3@G <. RE a a N� "I iTo ,By WOOD 8UCK TPICN. ANCHORS ivil AFETAL 1 8 EXTERIOR SPACING FOR SPACMO STRUCTURE D.L. OPO. ., WINDOW WIDTH 4 i Vl UIAMI-VADE COUNTY MULLION m EE SEPARATE � TYPICAL ANCHORSQ .rj rz = SEE El". FOR SPACING W 8 I fill. EXTERIOR c 89NDOW Wt 11 WINDOW WIDTH d R I FLA. PE L i '0M PRODUCIrREVE� g mia• asp # g12 �,, aYeo wl1-10 sheet 4 of 6 �A sTRuTOAdi—LADE ro%au ° ° TYPMAL ANCHORS SEE ELEV. FOR SPACING Q COUNTY APPROVED MULLION & MULLION ANCHORS . .. . •I SEE SEPARATE NOA C p� W °p yp, U A I s e a ALT. g TYPICAL ANCHORS TYPICAL ANCHORS j , g SEE ELEV. SEE El". FOR SPACING FOR SPACING v 10 1pa7.k 1/4• MAX. SHIMSALT. C� 8 QNL toO • Li ° O TYPICAL ANCHORS ° do a SEE 0". FOR SPACING TYPICAL ANCHORS � . SEE ELEV. FOR SPACING e e a °"e $ > INSTALLATION DETAILS WITH FLUSH FRANZ ADAPTER v SAY AHu pRonucFRsvisrin •,•.�ypTyhlSwHhOreFl�►Aa 8 db FIn.CIY8.ib92 sa , .. CAN.No • �• , Dab $ p e 1 e p ° draw L1e W1 10 i � sheat $ of 6 (1) FRAME HEAD/SILL/JAMB pjm" .452 -I ® SNAP COVER 1.047 Q GLAZING BEAD (7/16' LAM. GLASS) p_ r-.1� .lam! .046 1.172 ® GLAZING BEAD (INSUL LAM. GLASS) �--^L-S19 T_ I 1.047 ® GLAZING BEAD (5/18' LAM. GLASS) e _L61187 ' 69 2.611 Q FLUSH FRAME ADAPTER 1.780 .483 1.780 .aB3 J CORNER KEY ITEM PART B QUANTITY D88CIMnIOFI NATBRIAL MAKF./8UPF=/RBIIAREB I E5O3 4 FRAME HEAD/S0.L JW 8083-76 2 EBD4 4 SNAP COVER 6083-79 3 FY1O9 AS RECD. OIAZWG BEAD (7/18° LAY. CLASS) 8083 -TB - 3A EDO5 AS REOD. O1AZW0 BEAD (IML TAIL OIA98) 8083-T8 38 FY1OB AS RE -OD. OIAZOIO BEAD (5/18° LAM. CLASS) 8083 -TB - 4 /10 K 1-1/4' 3/ CORNER ASSEMBLY SCREILS - - 8 E2O3 AS RECD. IMAM BEAD 810.8. OWMEMR 65 SANT ROW I ULTRWAB 8 PSJ4O-SS 2/ CORNEA FRAME CORNER KEY ST. STEEL - 7 FLB-50 QLASB SPACER - 1/8° FO(D1 SNCONE FRANK LOWS 8 FY12O I AS ROOD. I FLUSH FRAYS AOAPIER 80&9-T5 I OFTIONAL B 2/ LRE lamma BLOCK. 3/IB' K 3/4' K 4' LONG NEOPRENE I AT 8' FROM EACH END, OUROmum 88 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED 1MTH SCHNEE-MOREHEAD SM5504 SEAM SEALER. I . JA AHYAD '� FLA. P AMP Hit drawing no. W11-10 lA{HI• MIAMI-DADE COUNTY ` p PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 "FAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamideAe.gov/oera/ ECO Windows Systems, LLC 7955 NW 77th Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name 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 ' occur after the expiration date or if the has been a revision or change in the materials, use, and/or manufa a of the product or 's NOA as an endorsement of any product, for sales, advertis' �L Water p �u maixeally terminate this I OA. Failure to comply with any section of this NOA shall be cause ADVERTISEMENT: � eIt er preceded by the words Miami -Dade County Florida, and followed by the expiration date may e dsi��"ltuure If any portion oth9e� is displayed, then it shall be done in its entirety. q y t ¢� o �' �� 3 on 1h� shop 5- 'Sa��6iUFn2i UsJ 4dU u� la INSPECTION: A copy �t1°i n�oioti„ eta ° m er or its distributors and shall be available foriiiiloi` jt�i<at:Ghetqu�t ofeel r This NOA and consists o iris e,,At a e�el;giissl�ppv� nt mentioned above. The submitted documen dovev Idu'% a�,n 'a �a3c3t3!5o�r. 4v nod �u ��i:bq ��;. G nd I_ ry ��r�:�?t° 'Ilio eon"' t , rb�b�fi'@.. NOA No 12-0402.03 R' .° MWMI couNlY 17,1's cor"Ir . M. dt?� .. , Be` gjia �Xu n Date: July 19, 2017 v'og �G�iC6't�Un �a�d�-u96t de,ip� p c�dn1 ate: July 19,2012 cdimon sic�n s 9 ctin � rariG; �.o Page I comdMV tecwques of call and c 1n hia vj=k ths, of all ®titer sale and SSUS12ctc"/ manner. MirzUEL de ®MECO, AIDC ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets l through 9 of 9, prepared by AL-Famoq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced. Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-1240031 HETI-124003 and HETI 12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325-05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. 1. Fest proposal, dated 10/14/11 and 02-21-12 approved by PERA1- 1 Ishaq L Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date. July 19, 2012 E-1 I/8' HEAT STREWD. GLASS .090" INTERLAYER SUTAMTE PVB BY 'DUPONT' U 3/18' HEAT SYREN'D. BASS .090" INTERLAYER BUTACITE PV8 BY 'QUPONT' `�� [� z 1/8' HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS" 1/8" TEMP. IN ASS N g SILICONE 8/18' AIR SPACE �1 DOW CORNING 898 1/8' HEAT STMV. GLASS CORNING 899 28 281 SAFLEX 100 BY 'SOWTIA' 14 !Y m i p a 1/8" HEAT STREN'0. GLASSSILICO 3 8 DOW NCE NG 898 Z ti Ld I• Z8 ST. STEEL METAL SPACER f 34 ��° \\ W a 5 �/ SETTING BLOCKS AT LAM. GLASS 35 f 38 SILICONE SERIES 600 RECO. FOR WIDTHS EXCEEDING 38" ONLY. \/ NOTCH GLAZING BEAD LEG TO l CLEAR BLOCKS I 1 eY1{ \ / SETTING BLOCKS AT WSUL. LAM. GLASS GL"S TYP& I GLASS TYPE 'G2' I U I 1/8" TEMP. IN ASS N g 8/18' AIR SPACE �1 1/8' HEAT STMV. GLASS .090' INTERLAYER SAFLEX 100 BY 'SOWTIA' !Y m 1/8" HEAT STREN'0. GLASSSILICO 3 8 DOW NCE NG 898 Z ti Ld m Z8 ST. STEEL METAL SPACER Z II 50 5 is W a 35 f 38 SILICONE SERIES 600 \/ ALUMINUM OUTSWING ENTRANCE DOOR \ / SETTING BLOCKS AT WSUL. LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. �,_ .^- NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS � SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. TYPE 'G3' LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLARE; APPLY TO ENTIRE SYSTEM. Mblb � DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONt 41 1 RESISTANCE IS REQUIRED. - _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY t�(,y �� , HURRICANE ZONE (HVHZ� i a IBY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.. r ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 7.• `. ,`C�aN. p SHUTTERS ARE NOT REQUIRED. {, - 8 OR LIODING CONDITIONS NOT SHOWN IN THESE DETAILS AREPART OMNGOF ;,;, NOT 1T A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drowinq no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT ,J•a�2 �Z COME INTO CONTACT NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE; W1 Z—OS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • Cheat '► of 9 (X} DOORS LOAD CAPACITY - PRY SINGLE DOORS (X) DOOR DBMS. LA ONATBD GLASS FRAME LEAF FRAME EXT.(.) INT.(-) WIDTH NIDTH HOMO 39-3/4" 37' I 88" 1 70.0 1 78.0 HEAD & SBl ANCHORS AT STILE ENDS (4) AT r O.C. 12' HEAD SRI. GLASS D.LQ. DIMS. D.L.Q. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 N Z r a ag �aIN �v V1 vt 1 Z ^C �z w �C NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL o� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Ga 81�. pE • 7, ,Z• J8j CAHw r 4 I. .. •t` O � '� drawIng no. SUN, , .�••1.p�2 W12-08 sheet 2 of 9 26 19/78' � I 28 19/18' O.L OPO. O.L OPQ 37" MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - M DOUBLE (XX) WOR OWS. UMINATED GLASS FRAME LEAF FRAME pR.(�.) INT.(-)WBTM WIDTH I I HF]OFR 78' 1 37" I- 98' 70.0 1 mo OPTIONS -_�_-- -- LOQ( O'7\ION� 9 SHEET 7 SEEjffET o ---u'--'c- \ u 1 GLASS D.LQ. DIMS. D.L.Q. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 N Z r a ag �aIN �v V1 vt 1 Z ^C �z w �C NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL o� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Ga 81�. pE • 7, ,Z• J8j CAHw r 4 I. .. •t` O � '� drawIng no. SUN, , .�••1.p�2 W12-08 sheet 2 of 9 26 19/78' � I 28 19/18' O.L OPO. O.L OPQ 37" MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - M DOUBLE (XX) WOR OWS. UMINATED GLASS FRAME LEAF FRAME pR.(�.) INT.(-)WBTM WIDTH I I HF]OFR 78' 1 37" I- 98' 70.0 1 mo GLASS D.LQ. DIMS. D.L.Q. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 N Z r a ag �aIN �v V1 vt 1 Z ^C �z w �C NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL o� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Ga 81�. pE • 7, ,Z• J8j CAHw r 4 I. .. •t` O � '� drawIng no. SUN, , .�••1.p�2 W12-08 sheet 2 of 9 148' 4mu 8 FRAME WOTH HEAD & BILL ANCHORS iy AT STILE ENDS 0 12' CLUSTER OF (4) AT 3' 0.0, 4) ANCHORS 3" AT HFAD/SILL 12' !" S" MAX MAX 6 HEAD/9LL TYP, HEAD CORNERS r F '� N l i i \ / \ i �ij, ori- f f� , / ;; // i i // n 0===_JL----- ==--.0-,--- I I $ r / / RENFORCNG rAS SEE CHAREQD. ii ii \ i i n 3r I t I NACINE t l ACTNE SURFACE AMEO��j! ���jy O 9DEUTE WIDTH L DOOR FRAME IAIDTH FALSE MUNTINS OR 32 3/4' 26 18/16' 2615/16- DECORATIVE 6 18/18' + �+ W m DECORATIVE (SELL D.L. OP6. D.L. OPG. D.L OPG, MAY BE USED 37' LEAF WIDTH NOTE: 9DEUTE MFRAME YADTH 76' MAX. FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART Ar LEFT DOUBLE DOOR FRAME WIDTH = FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM. law t L GLASS D.L.O. DIMS. Byagl .). �ietiY O.LO. HEIGHT (SBIEUTE) = FRAME HEIGHT - 11.000' D.LO. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438' 4 � aA Eva 1 0 FIA' FIE,78882 8 NOTE: t GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION ISN.. S.2Ot2 yy� Q-O8 DECLARATORY STATEMENT DCA05--DEC-219 ' •'• � sheat 3 of 9 DESIGN LOAD CAPACI7°Y - P8F S� WBH 50761E OR DOUBLE LEAF QOOPS (SEE NOTE BELOW) 9DEUTE �IIE 81TROOT RI'PH FRAME FRAME REINFORCING REINFORCING WIDTH HEIGHT INCHES NCFBS EXf.(i INT.(-) EXf.(+) INT.{-) as Tao 7s.o 7oA 79.0 30 70.0 7&0 70A 78.0 38 82 70.0 78.0 70.0 78.0 37 70.0 78.0 70.0 78.0 az 81.7 88.1 87.7 88.1 as Tao 71s.o Tao Tao 30 70.0 75,0 7oA 79.0 35 a9 70.0 no 70.0 75.0 37 70.0 7$.0 70.0 78.0 as 61.7 Se,1 9t.7 88.1 24 7a0 78.0 70.0 78,0 � � 88.8 69.8 70.0 78.0 slr 84.1 ea.t Tao 7e.o 37 ea3 83.3 no 78.a 24 � 38 37 � 83.3 83,3 7a0 78.0 S7A 87.8 70A 78.0 53.1 93,1 70.0 78A 82.4 92.4 70.0 75.0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING X4" DIA LILTRACON BY 'ELCO' (Fu -177 KSI, Fy=185 99) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING Cf:RGiNC (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. �f01� c m ca DOOR DETAILS Fa't� ei .I t� •g� CA •1 •,i � � 8 +il L drawing no. 3t�N, 2.8?012 W12-08 sheat 4 of g Y WOOD BUCK EDGE [23T. 1BY ORRUCTUR$ WOOD BUCK SHEET 1 7m5.,n, TYPICAL ANCHORS HORS SEE EUSVA710N4 IONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING X4" DIA LILTRACON BY 'ELCO' (Fu -177 KSI, Fy=185 99) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING Cf:RGiNC (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. �f01� c m ca DOOR DETAILS Fa't� ei .I t� •g� CA •1 •,i � � 8 +il L drawing no. 3t�N, 2.8?012 W12-08 sheat 4 of g 1/4" MAX smM TYPICAL ANCHORS' SEE ELEV. FOR SPACING EXTERIOR �•-sae—a c `ME SHEET 77S OPTIONS SEE SKEET 77 CONCEALED FLUSH BOLTS O t27PtlCEALED FLUS, BOLTS 2BY LEVLLTLS AT INSIDE FACE OF SIRE LEVERS AT STILE FAQ roe`" z 6 a n a� 1/4° MA%. SHIM 6 VVII L ano ,Qg 1/47 MAX �M int Bim...ACTIVE USAF ^M TYPICAL A zQ, J tJt z ti SEE EL£V' '' INACTIVE LE FOR SPACWOODS TURF .� OIC 18 AF �: 28 1J 28 24 I D.L.O. ,D D.10. LEAF MOTH EXTERIOR i FAF W oTH aNOTE , § 2 7 W ;;W2� 6 TYPICAL ANfY1{bi5 C FRAME WIDTH - • drawing no. W12--08 DOOR DETAILS sheet 5 of 9 FOR SPACING FRAME WIDTH - • drawing no. W12--08 DOOR DETAILS sheet 5 of 9 ONS TYPICAL ANCHORS SEE ELEV. FOR SPACiNO �� !'I,A� Al 7�892r g •� 9538 y drawing no. 17 SIDELITE DETAILS I LOCKS: 4 POINT LOCK ASSEMBLY DLO -6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY INTERIM USA INC.' 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM OPTION 412! ACTA/F 1 FAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIXSEr LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 1G-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) @8-32 X 1/2' FH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STOLE NTH (2) E8-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERKS OF HURRICANE WARNING. ITEM # PART $ RBQD. DESCRIPTION MATERIAL tiWNF./BDPPLIBIt/RfiMARKB 1 E601 DOOR FRAME HEAO/SLL am -TB 2 EOD2 FRAME COVER 8063-T6 3 E003 DOOR FRAME JAMS 8083-T6 4 E604 - SIDELRE TOP & BOTTOM FRAME 6063-T6 - . 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 R E605 - SIDELITE FRAME JAMB 6063 -TB - 6 EGGS SIDELITE BLIP ON JAMB 8083 -TB - 7 E607 LEAF TOP & BOTTOM RAIL X68 -T6 7A E825 LEAF 9' BOTTOM RAIL 6063-T8 - 6 E808 LEAF W STRD' ADAPTER 6083-T8 _ 9 E898 - LEAF HINGE STU 6063 -TS - 10 E610 - LEAF I= SOLE 8083 -TS 11 E611 - LEAF ASTRAGAL STILE SO83-TB - 12 E612 - LEAF ALKINMENT BRACKET 8083-T6 - 13 E813 LEAF CAMP 6063 -TB 4-1/4' LONG 13A E013 M OE SACK -UP PLATE 6063 -TB 12" LONG 14 E814 GLAZING SEAR (6/18' LAM. GLASS) 14A E109 OULNfl BEAD (7/18' LAM. GLASS) 16 E616 DAZING BEAD 04SUL GLASS) 18 E618 SNAP COVER EA.LUMINU.M 17 E613 - SOLT SUPPORT NOT SHOWN 18 AS REOT. SIDELf1E MULLION REINFORCING 19 FO -107 3/ LEAF BUR KNOBS SULLIVAN & ASSOC. 20 F91202 - FLUSH BOLT LEVER SULLIVAN & ASSOC. 21 FMI4SS - CONCEALED FLUSH BOLT ROD ST STEEL I SULLIVAN & ASSOM 22 812 SMS AS REOD. FRAME ASSEMBLY SCREWS - 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' MA. THREADED ROD STEEL - 25 W11323 - PALE W'SAIPPING WtPL ULMFAS 26 E20618 -KN -3020 - BULB W'STRIPPING SANTORRENE EPOM 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 FLUSH BOLT CUP NYLON 30 DLOIRC BLACK SOLT SUPPORT BLOCK POLYETHYLENEINTERLOCK 31 DLOIWB WHILE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 010 X 3/a' 2/ ADAPTER FN SELF DRILLING SCREWS - - 34 - 2/ LRE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPOM AT 6' FROM EACH END, 0 IRMIETER 6535 35 2/ LITE SETTING BLOCK, 1/4' X 3/4' X 4' LONG EPOM AT 6' FROM EACH ENO, 0ARWOMEVER 6538 HINGES.- 3-1/2' INGES:3-1/2' X 7-5/8' X .122' TM EXTRUDED ALUM HINGE PART 6FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH 010 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. o C < d i gr. IAA-AHMADJ CMO.. g aroWing no. W12-08 4.000 .079 .629 1.628 2.062 1) DOOR FRAME HEAD/SILL 1 11-394 394 41.1*72 130.803 1.040748 803 1.04080 .80 1a GLAZING 16 I GLAZING � I t9 GLAZING CLASS O SIDELITE TOP & BOTTOM FRAME 078 328 1.812 FRAME COVER .080 7 .194 Y 16 SNAP COVER O LEAF TOP/BOTTOM RAIL 4.719 .076 1.790 1.907 4.000 no LEAF HINGE STILE -11344 4.000 2.081 1'750 1.507 .079 13 10 LEAF LOCK STILE 9.344 r.078 _ 1.507 1.780 2.08' 1 4.000 n LEAF ASTRAGAL STILE (7A) 9" BOTTOM RAIL DOOR FRAME JAMB I (a) SIDELITE FRAME JAMB uJ SIDELITE 9" BOTTOM FRAME 1.900 x.312 .082 �s s LEAF W'STRIP ADAPTER .094 3 2 .442 (.984 12 LEAF ALIGNMENT BRACKET .s7s 1s LEAF CLAMP HINGE BACK-UP PLATE I -moi .7t9 4.188 .078 t� SIDELITE SUP ON JAMB 19 SIDELITE MULLION REINFORCING .P2 t1 , ,JD►N�'.� ..2012 r� r ,rar-x Y w clawing no. W12-08 • P� a2 1 _N z � alio U D�QR FRAME CORNER �S m SIQE= FRAME CORNER SIDELITE SLIP ON JAMB CORNER $ ppMj 12 GAS AHMAV CAV lyl `�I 0� G � 1 1 say • �' droving no. ;$012 W12'08 LEAF COfjNE •, , • ..; tii1., _ • sheet of g