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WS-13-1895BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 r�BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201® Master Permit Nom 5 0 3 A IS5� Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /60 e w tom I f'rCeo_' C" City: Miami Shores County: Miami Dade Zio: Folio/Parcel#: / (3 X01 U j 3 (JZ eI f3 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�n�,V ° �%)�®V Phone#: Address: ,6-D x) _cj- /®o 7lerr4-ce- City: x. l Gc rn " Sl o, --e4 State: EL zip:.. 33 1.3'? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: awe- bleJ lei i q dace) -- 4 '�)o ar Phone#: 7f Address: 0 s-() • a7l - City: ori �� State: Zip: mrd % !Vf V Qualifier Name: _�� j'1 %�-� 1`i (fie( Phone#: (State-Certiftcatim 6r=R4Wation-#: ,( � c1 D� Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: State: Zip: Value of Work for this Permit: $ 76 0 0 - oa Square/Linear Footage of Work: Type -of -Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2: (IeA x,)) ag Specify color of color thru tile: Submittal Fee $ Permit Fee $ a� CCF $ CO/CC $ Scanning Fee $ q d _ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ - 00 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 M. 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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Sign atur OW R or NT The foregoing instrument was acknowledged before me this ® day of 4-6- , 20 /q by who is personally known to me or who produced as identification and who did take an oath; NOTARY PUBLIC: a'Q Sign: Print: >�� At Ayci_ I'C, Seal: d. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of SP®> 20 / , by who s personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: l eL- Iiil- Aloe- r---e— Y",-. Seal: d -rig iQ ry„ " APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 09/17/2014 7:34 AN FAX STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD W 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 .,-LF-:MU, IOANIA TERI SITA GABLES WINDOW& DOOR LLC 11920 NW 11 ST PEMBROKE PINES FL 33026 Congratuiationsl With this license —o. ou be Me dne of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www ntyfloridaliconsemom. Thorp you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's Initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE 1@0002/0003 (850) 487-1395 r.' STATE OF FLORIDA DEPARTM t4'Q BUSINESS AND 'a r PROFESSY N� 2 kGULATION CGC1513405:;'_'"I$SUED: 06/10/2014 CERT iF1ED GN tV+iG pON-I 7�tiOR :� a •.7...J1,�, LEMUS, IDA,,�= ��pp :. GABLES WINNC), Ebbe NW IS CERTIFIED under the proviaiona of Ch.480 FS. rkplr t fvdefn : AUG 31, 2016 U40dit# i2a1 RICK SCOTT GOVERNOR KEN LAWSON, SECRETARY STATE= OF FLORIDA DEPARTMENT -OF BUSINESS AND PROFESSIONAL. REGULATION. CONSTRUCTION INDUSTRY LICENSING BOARD C.GC1513405 .;. rhe GENERAL CONTRACTOR Namea peiow 15•GEKTIFIED" Undertbe'.provisions of'Chapter 489 FS. ; Expiration date: AUG•31, 2016 "• LEMUS,.IDANIgTERE.SITA,1:=��f�0 GASLESS WINDOW:B DO6R-;t C.L• ``• �' 601, SW71-AyE"• �,, ,;,:;�.:''"��''�;.`•'`::A�; �„�v MIAMI FL•3M* .' .• .I '.IVM�••V,�1NM7.. �rMr.Ik•.,S` ��•., N• 09/17/2014 7:33 AN FAI 00001/0003 A� CERTIFICATE OF LIABILITY INSURANCEF4/3/2014"I °"'3` 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. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON IME CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOE$ NOT CONST11UTE A CONTRACT aCTWEEN THE ISSUING INSURER(S), AUITNORIZM REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: It the cortificato holder Is an ADDITIONAL INSURED. the PGIICy(IDs) must 40 ondorsa4 If SUBROGATION IS WAIVED, subject to the forms and conditions of the policy, certain Policies may require an endorsement, A statement on this cortiflcato does not confer rights to the Oertifloate holder In Ilou of such ondamomant(s). PRODUCER. Eastern Insurance Group, Isco. 9570 SW 1D7 Avenues AM David M. Lopez PRONE (305) 595-3323 FAx cso�»os-��sss 'AA01 .esrQoastorninstsrance.not •, Suits 104 • Miami FV 33176 INSUR S AFFORDING COV41"11 NAIC 0 INSUARRA Mid -Continent Casualty C n INSURED INsugm 8 Otar Xnsurance CompanyY Gables Windows & Door Co. Gables window & Doox LLC 525 SW 71 Avenue Miami FL 33144 INSURIM 0, IND: INSURasses IN RER P 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. IN Type INSURANCEAP WJ5N POLICYNUM8ER MMID 990 LIMa s 04NOULLIAWLnY EACH OCCURRENCE S 11000,000 X COMMERCIAL GENERAL LIABILITY s 100.000 A CLNMS-MADE 7X OCCUR a-cL-0004000089 /9/2014 /9/2013 MEOExa a+o g excluded PERSONAL A Dov INJURY a 1,000,000 - GE,NF.RAL AGGREGATE 3 2,000,000 GENt AGGRLGATC LIMIT APPLICS PER: PRODUCT'S - COMPIOP AGO S 2,000,000 X POLICY Loc a AUTOMoaa,e LL45 " ;��NGLL LIMIT ANY AUTO rfD BODILY INJURY (Pa pam" S A BODILY INJURY (Paracaxdwt) g FIIR> O AUTOS AUTOS g a UMORIIIUAUAO OCCUR Excess LIAs ct yMs MAGE EACH OCCURRENCE i AGGRCGATC a wORaOM COMPENSATION a AT OTIS H ANOt'.MPLCftW UAedjW ANY FROPwBY0"ARTNHR1MCL1YM y / N X EL EACH ACCIDENT a 200,000 OFFICr M[MaQi D=OEw NIA ImB Gln N 0824335 00 /30/2614 /30/2016 LL DISEASE , CA CMPLOYCK a 100,000 ILL DISEASE . POULY LIMIT a 500 000 e[SCRIPTION OP OPEPAMONS I LOCATIONS I VEHICLES ~ ACORD 101. Addlneoal ftnaw i n SchoWn, K mom spam 4 mqulrm4 Door A Window distributors and installers CE12riCt[`e7a= was neo_ -- Miami Shores village 30050 NE 2 Avenue Miami Shores, FL 33138 ACORD 26 (2070105) INtfl1r.1 AN%%rn SHOULD ANY OF 771E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TME EXPIRATIORI DATE THEREOF, NOTICE WILL IBE DELIVpRED IN ACCORDANCE YJITH THE POLICY PROVISIONS. AUTHOR® REPRESENTATIVE 100PDX 71M UMA 099Wx IOACI Tho AMpn namm arwl 1- arra ranwaraA mar** nt annnn RD CORPORATION. All rights reserved. �y 09/17/2014 7:34 AM FAX t6bld "Blustne'ss TaX- Re'ceip ��IVI'iami-Dade County; State' of Florida B IIHISIS•'I &A•BILL. 1?ONOT PAY r, .:; 5819717x.. .:� : • , ,:�., riustHes7t �an� rwc�►rto�c'.. EXPIRES'...: `';:'• • .;,, ' • •GABLES;WINDOW & DOOR14C • . 'R1iNkWk-- 'SEPTEMBER 30, 201.5,''.` .tUllAtl7lt t?L' 33144 ►wast be dlsplajred it'•s+lece of bii�iie106i; ' Purnuani •to CwptY Cod® .Chbnter BA - Art.'S 8.:70 OWNER SBC. TYPE QI,BLIsmass.• PAYMENT ON CRIVL�D, -fts WINDOW & CbOR LLC 190 : GENERAL BUILDING eY rAx cou.ecron; • r,•' CONTRACTOR :45.00 08/06f2074 oflcet{e� 8 : =1813405 : .. 02,28-14.005385 '1hISIMal 6liaese Vmx h16c*'enly eoau®a patmfint M ttro Local B®Inoes Tai: Tii• Bneelpt b Nola Ileonm; ., •„ POMIL a ■ Ifu teedem olitib•hetdole gialMmi" Oi10 bulneii Nuldor mug—pip with o11 ooeer®oatil ; •er aunporemmintal fmliWi Ina end mgvl eemnu which oppty to do badness. ' "' 1'he IiECEDT ND. oboes peat M dispfayed en eU ComNmrelsl wrlotes-YNlentl-Dodo Ludo Seo Bd-�6. `.: '. EM M tet'mOroiadonn6Lluq,'r�t 110003/0003 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-197695 Permit Number: WS -8-13-1895 Inspection Date: October 27, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HYDEN, EDWARD Work Classification: Window/Door Replacement Job Address: 150 NW 100 Terrace Miami Shores, FL 33138 - Phone Number Parcel Number Project: <NONE> Contractor: GABLES WINDOWS & DOORS INC Buildinq Department Comments 1131010230290 Phone: (786)497-0221 INSTALLATION OF 14 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed zgk Failed E:1 Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 October 27, 2014 Page 1 of 1 January 7, 2014 Building Inspector Miami Shores Building Department 10050 N E 2 Ave Miami Shores Village FL 33138 Subject: 150 NW 100 Terrace Woodbuck anchorage at Window at Master Bedroom Dear Mr. Building Inspector, This letter shall confirm that this engineer has reviewed the installation of the woodbuck at the master bedroom finds that the woodbuck and window installation at this location are structurally adequate to support the project windloads. Should you have any questions or comments please feel free to contact us at (786) 592-0181. Respectfully submitted, Ma uel Moral s, P.E. FL. eg. # 71643 8950 SW 74th Court 122nd Floor Suite A-31 I Miami, FL 33156 Ph: (786) 592-0181 1 E: infb@facadonvelope.com CA# 30168 GLAZING SYSTEM III III 1111111 / INSTALLED PER NOA I� IIIIIIIIIIII� Ilj�l � -� r - I r-, iI ��1 i I BEAD OFIU U SEALANT Q ° Q ° ° EXISTING CONCRETE CAF G ME X 4 WOOD BUCK a 9NI24 CONTINUOUS BEAD OF SEALANT A ° r Q Q `Ya° DLA. TAPCON AT 10" O.C. STAGGERED WITH MINIMUM 1Y4' ° EMBEDMENT ° u DVte9y 99md by Manuel ° DN:—Mm lMorales,—Fu Emelope EmireAg fonsuka Qou=FL Reg. em9a mm Ws®faeedemek Re ml �1� "'(06 ' CN � (I BUILDING Miami Shores Village , Building Department ''y AUG °- ���� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 J m u INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.���Cl2� C PERMIT APPLICATION Permit Type: BUILDING Master Permit No. ROOFING JOB ADDRESS: % '0A) f ® Q (w - City: w -City: Miami Shores County: Miami Dade Zip: .3 3 % s Folio/Parcel#: II — 31 o + tib _3 - 0.2 9 O Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Title Address: / 6-0 N iy I U City: E1 I AMS a �l1d Tenant/Lessee Name: State: NO r(Ao l �ts Zone: 3316-0 Email: CONTRACTOR: Company Name: A)<Y/ G "y k Phone#: 796 -05 -7 -OZ -2-1 Address: City: I/ Qualifier Name: Q AJ /;a e �K _ Phone#: 7 L(I -7- 2 Z% State Certification or Registration #: 6 / 3 a , .Certificate of Comp ncy #: Contact Phone#: M9 -!;(1 i JZ. t / Email Address: (-( Gra k. z W �Z ,4 IeA W., n DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ) y U J " -Z Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: _ h Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ /0/--v- ❑New WRepair/Replace ❑Demolition Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ ,-4A 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 2Signature a O er gent � Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this/ - day of 20 /' , by day of , 20 J3, by ; ho is person lly known to me who has produced ho is personally known to me r who has produced iio�AM AWAAftke an oath. as identification and who did take an oath. 6VI(`)1TA Y G'l DLIC KIRIA M, ALVARIZ NOTARY PUBLIS G- NOTARY PUBLIC: ,,,,NOTARY p'1ID1 C Cotnan# E , 1 t = 1`p Or FLORIm Sig . Iro Gi'I Si Print: 6 vc-1 e— Print G - My Commission Expires: APPROVED BY My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD .``�••<*'�• TALLARASSEEMONROE STRFLT32399-0783 LLMUS,-..IDANIA TERESITA a GARLES..WINDOW & DOOR LLC 11-298• SW 116 TER MIAMI FL 33176 (850) 487-1395 DETACH HERE ACto28.723.1 STATE°OF FLORIDA DEPARTMENT Of,BUSINESS AND PROFS TRi7 .CON$C.TION INDUSTRY LIC 08 .23-,120A.11-270-1-0,08,6 CC15134 �" 9 ATE.QF K`or�iDA , 28 ? 2 Congratulationsl With this license you become one of the nearly one million D ' ' "' ` USA3 :AND BIt' t Floridians licensed by the Department of Business and Professional Regulation. Our . (,iUI;ATION professionals and businesses range from architects to yacht brokers, from .;>.. boxers to barbeque restaurants, and they keep Florida's economy strong. ' :` 23>V ft,: ; CGC15134 F2 1270100E Every day we work to improve the way we do business in order to serve you bette For information about our services; please log onto www.myfloridalleense.com. I .-CERTIF•r .t G` -OR There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and loam more about the . •., Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers.=g Thank you for doing business in Florida, and congratulations on your new license' CSRTII ED .under tie proviaid� of -ch. 489 • ' 'stipiraeioa datr,31y1_ 2:014 •120¢2102.057 GOVERNOR DETACH HERE ACto28.723.1 STATE°OF FLORIDA DEPARTMENT Of,BUSINESS AND PROFS TRi7 .CON$C.TION INDUSTRY LIC 08 .23-,120A.11-270-1-0,08,6 CC15134 �" i"-•. 4. I Named: blow SS CEEIFZED- Under the�`provi8iono Chapt of '« Expiration date: AUG .31, 2 014, LEM139,' IDANIA :TERESITA GABLE$ •• WINDOW & ' DOOR LLC a r 601SW71 AVE . •., FL 33144 •. r RICK .:SCOTT GOVERNOR SEW L1208210205 REN LAWSON SECRETARY FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 rg,[[�Sg7711 77 THIS IS NOT A BILL — DO NOT PAY BUSINESSNAME./ LOCATION RECEIPTJ&NEWAl 585490-7 GABLES WINDOW & DOOR LLC STATE# CGC151340S 601 SW 71 AVE 33144 MIAMI OWNER secGf1BL,q II�DOW & DOOR LLC ' n78OWORKER/S YM Is TAX RAL BUILDING RACTOR05 8 NOLLOWt p 6w' Nor p= AN OR ZONING LAWSMOST[NO Or TME DO NOT FORWARD COUNTY OR CINES. NOR OOEB R E70JIPi E � an TMGABLES WINDOW & DOOR LLC :"M BY uw. nas o HOLDOM � RAMON ALVARE2 PRIES TION& 601 SW 71 AVE MIAMI FL 33144 PAYNENT RECEIVED NIARflDADH COUNTY TAX COU.E(:IOR: 09/06/2 12 02230011001 000045.00 SEE OTHER SIDE to A16*�CO V CERTIFICATE OF LIABILITY INSURANCE 8ATF o 13 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, EXTEND 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 terns 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 endomement(s). PRODUCER Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 NANEACT David M. Lopez PHONE(305) 595-3323 FAX o: (305)595-7135 MA E DIL .car@easterninsurance.net INSURERS) AFFORDING COVERAGE NAIC 9 INSURER AMid-Continent Casualty Company INSURED Gables Windows 6 Door Co. Gables Windows and Glass Corp 601 SW 71 Avenue I.Miami FL 33144 1NsuRER a t:astlePoint Florida Insurance INSURER C : INSURER 0: INSURER E: INSURER F: r_nVF:RAr.:c CERTIFICATE NUMBERMaster 13-14 REVISION NUMBER: 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. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN POLICY NUMBER MMID EFF PMNODUDD EXP LIMITS rA GENERALLUIWWTY X COMMERCIAL GENERAL LIABILITY CLAIMSMADE FOOCCUR David Lopez/AM ---� 4 -GL -000873541 /9/2013 /9/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED - PREMISES o.ck a ce $ 100,000 MED EXP (Any one person) $ Zxcluded PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC PRODUCTS - COMPIOP AGG $ 2,000,000 $ AUTOMOBILE LIABWTYCOMBINED ANY AUTO ALS D SACHEEDDULED NON -OWNED HIRED AUTOS AUTOS SINGLE LI Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Peracddent) S PROPERTY DAMAGE $ S UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ Wo-RKm COMPENSATIONX AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNEPJEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory in NH) IT yea, d 'no`e kaMer DESCRIPTION OF OPERATIONS below NIA P760127403 /30/2013 /30/2014 WC STATU- OTH- I Tof;ff LIMITS E.L.EACH ACCIDENT $ 1'00 000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE -POLICY LIMB S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additlonal Remarks Schedule, H more space Is required) /G�TICIf`A TG Ynl noo CANCELLATION ACORD 25 (2010/05) W 1953-2010 AGGRO GORPILIKATION. An ngntS reservea. IN8025mmnm1 n1 Tho annian name anti lnnn aro ronteferorl marke rnf Arman SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 David Lopez/AM ---� ACORD 25 (2010/05) W 1953-2010 AGGRO GORPILIKATION. An ngntS reservea. IN8025mmnm1 n1 Tho annian name anti lnnn aro ronteferorl marke rnf Arman NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO t� 201: R O 6 73 2 T I �S: el 28789 Ps 14511 (1P9) RECORDED 08/26/2013 09936:24 PERMIT NO. TAX FOLIO NO.it 1-3 0l - o23 —®25 D HARVEY RUVINt CLERK OF COURT nIArII-DADE COUNTYt FLORIDA LAST WAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information --. is-provrdedinthis Notice -of noement --- - -- - - - - -__ - _ ----- _ --- --- ---- _ - ---- - 1. Legal description of property and street / addre ). r 2. Description of 3. Owner(s) name and address:,-, , I I.,f 17 , /. . , Interest in property: " Jd4 Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ Dppg 6. Lender's name and address: ,STATE OF FLORIDA. of the in 7. Persons within the state of Florida designated by Owr l provided by Section 713.13(1)(a)7., Florida Statut�TNESS Name and Address. �VE'Y S. In addition to himself, Owners designates the following in Section 713.13(1)(b), Florida Statutes. Name and Address: that this is a true copy day of .or other docume ®a'si ^ ` as I and County CouRs OqD f COU D.C. s) to receive a copy of the Lienor's Notice as provided 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Pant Owner's Name &W -ad Prepared by Sworn to and subscribed before me this % Y!' day of 4-vt Us r- 201. Notary Public Print Notary's My colic STATE OF FLORIDA CommO EE200209 1.712012016 Address: Structural Calculations for Prepared for: Gables Windows & Glass. 601 Southwest 71 st Avenue Miami, FL 33144 IIIIIIIINII//,/� �11 •••,C••N•••• E `SF •`� ��i No 71643 % Z •*= jZ •� ; 11 .PO•• STATE OF •;40Att Prepa ed by: AAA g/W/3 anuel rales, P.E. FL. Reg. # 71643 8950 SW 74th Court 122nd Floor Suite A-31 I Miami, FL 33156 Ph: (786) 592-0181 1 E: mmorales@facadenvelope.com CA# 30168 APPROV'77 I Der' DATE 0. ,!ING r-EPT BLD -i D7PT p p hi: f- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND PFOULATIONS Z IIIIIIIINII//,/� �11 •••,C••N•••• E `SF •`� ��i No 71643 % Z •*= jZ •� ; 11 .PO•• STATE OF •;40Att Prepa ed by: AAA g/W/3 anuel rales, P.E. FL. Reg. # 71643 8950 SW 74th Court 122nd Floor Suite A-31 I Miami, FL 33156 Ph: (786) 592-0181 1 E: mmorales@facadenvelope.com CA# 30168 CONTENTS PAGE Description Page(s) 1. Design Criteria D 2. Wind loads Analysis 1 and 2 3. Attachments: a. Floor Plans for glazing units locations b. NOA No. 13-0206.03 for ECO Series 200 Horizontal Sliding Window c. NOA No. 13-0206.07 for ECO Series 500 Casement Window d. NOA No. 12-0820.08 for ECO Series 50 Single Hung Window %0%%IIIIIIIIIIIII Ado i No 71843 130. STATE OF J Q ��'����t`c••.c� O R 10 P ••'C1� �� � is •••......• ' '�\ �: /NAL EN Prepare by: M nuel Mor es, P.E. FL Reg. # 71643 Engineering Consultants, LLC 8950 SW 74th Court 122nd Floor Suite A-31 I Miami, FL 33156 Ph: (786) 592-0181 1 E: mmorales@facadenvelope.com CA#30168 Design Criteria 1. 2010 Florida Building Code. 2. Wind loads per ASCE 7-10 3. Allowable deflection of framing members = L/180. 4. Materials: a. Aluminum alloy in compliance with proposed test reports and NOA's. b. Aluminum members not included in NOA shall be 6063-T6. 0 5. This project was checked for structural requirements only. Thermal and water infiltration resistance requirements were not verified by this office. 6. Any deviations from conditions shown on calculations and shop drawings shall be engineered separately. Engineering Consultants, LLC 8950 SW 74th Court 122nd Floor Suite A-31 I Miami, FL 33156 Ph: (786) 592-0181 I E: mmorales@facadenvelope.com CA# 30168 Page 1 NECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/12/2013 Project No. Company Name Facade and Envelope Engineerin Designed By Manuel Morales, P.E. Address 8950 SW 74th Ct. 22nd FL Ste A Description 150 NW 100th Terrace City Miami Customer Name Gables Windows and Doors State FL Proj Location Miami Shores, FL File Location: C:\Users\manuel\Documents\Facade Envelope\Gables Windows\150 NW 100 Terr Miami Shores\Windload Analysis.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 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 = 2.22 : 12 Slope of Roof(Theta) = 10.49 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Hipped RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 3558.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 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 Page 2 MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterpri.ses.com Date 8/12/2013 Project No. Company Name Facade and Envelope Engineerin Designed By Manuel Morales, P.E. Address 8950 SW 74th Ct. 22nd FL Ste A Description 150 NW 100th Terrace City Miami Customer Name Gables Windows and Doors State FL Proj Location Miami Shores, FL File Location: C:\Users\manuel\Documents\Facade Envelope\Gables Windows\150 NW 100 Terr Miami Shores\Windload Analysis.wnd EiP Roof 7 < 9 <= 27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 33.94 psf Width of Pressure Coefficient Zone "a" = 5 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf Zone 4 Small 2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45 Zone 4 Med 5.00 5.00 25.0 4 0.93 -1.03 37.67 -41.06 Zone 4 Large 5.00 10.00 50.0 4 0.88 -0.98 35.86 -39.26 Zone 5 Small 2.00 5.00 10.0 5 1.00 -1.40 40.05 -53.63 Zone 5 Med 5.00 5.00 25.0 5 0.93 -1.26 37.67 -48.86 Zone 5 Large 5.00 10.00 50.0 5 0.88 -1.15 35.86 -45.25 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 33.94 psf "S . ..... ..... N FLOOR PLAN ........... SCALE- NTS FACADE & ENVELOPE ENGINEERING CONSULTANTS, LLC CA# 30168 F 1-1 8950 SW 74th Court 22nd Floor Suite A-31 5S'01" Miami, Fl. 33156 HMkyftxftwbd0wper (786) 592-0181 F-14-1 NOA No. 13=03 Fd-4M/-&WPSF Proled NwM 3V'x 3 1" GARAGE pz�� 150 NW 100 TERRACE NOTPAWCFMW FWWD= MNparapme WINDOW REPLACEMENT H0dwftSff&vwM"per KOA No. 1342" Fd-4=1,VAF9 F 2-1 Projed Addrow 37'x 59' I 150 NW I 00th Terrace BEDROOM Miami Shores, FL HN No 134= Pd-4M1-&WP9 Arcliffech DMNM FI -31 U PAUCHOW 55"x5l" H0wft9ftwM"pff CA ft 13422M Pd-4M/"Pg RMSION NO. F-37 19"08" FI -21 ftmmV9fflngWdwpff 24" x 58" WA N&IM" Pd-4=/-n63PSF NQ4 Na 12-0" Pd-4051-043PF F-4--] F-1 -1-1 BEDROOM 36"x5l" 24" x 58" ROANO. 13,02W Shoo Tfthh Pd-4=1-MAP9 $h*ftQft1d-;w WAN& 12-08= Pd-40Z/,%WF9 F-1-0-1 F-5-� GABLES WINDOWS AND 6S'x 56" 19"x36" DOORS H=wdAftwa1d"M MA No. 13,W" 'Rwffwvwqd"pff MM Na 1246M Ravlowed for Stnxkwal emra ordy b Pd -4=1 -=PV M 0.4 .O"A F-9-1 F-8-1 BEDROOM 3700" Fb) 86" x 58' H=0d3ftwA0.M 86"x58" H=rft 9crrg ft� pe H=nwgdvwmcbwm WA NM 131MOM 14o 716 It NN W 130MO WA Pd-4M/,WPY Pd-4=14UMPY ft-40M1-a63PY :CC F 7-1 Of :4j S [ATE Z Manuel Morales, P.E. 66'x 59' % FL Reg. # 71643 8950 SW 74th Gotirt, 22nd Floor Ste A-31 H=Wd9ft*dawpa NOA NM 134NW Pd -405/4163M Mkonf, Fl. 33156 (786) 592-0181 Scale: NTS Sheet No. IL FPO MIAMHDADE MIANII RADE COUNW EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.Hoy/economy Eco Window Systems, LLC 9114 NW 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0221.05 and consists of this page i and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.03 Y410415 Expiration Date: May 27,2014 Approval Date: May 02,2013 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01/11/13, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2225A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted widerNOA#09-0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manue Per P. . Product Control iiiaminAr NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowuamD) 5. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with 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 01115/09, 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-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted cinder NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation, complying with FBC-2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-022LOS) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Per , Product Control ExakWr NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0221.05) 2. Proposal No. 08-4490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NDA#09-0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. Manuel Per .E Product Control E ml NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-3 3 1/2' MAX. HEAD/SILL CORNERS a C $ R4 0 WINDOW WIDTH 108/8' SILL MNL HEAD/ ALUMINUM HORIZONTAL ROLLING MINDOti9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.L. OPG. CHARTS SHOWN ON SHEETS 2. 1/8" HEAT SUMN'0. (LASS II II , I , I s WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8" HEAT STREN'D. GLASS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. FALSE (ENTI 31 1/4" 32 3/4' 0]1[ MAY 8E DL. OPO. OL OPG. 33 3/8" vENr WIDTH 3 1/2' MAX. HEAD/SILL CORNERS ECO -GUARD SERIES -200 108/8' SILL MNL HEAD/ ALUMINUM HORIZONTAL ROLLING MINDOti9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.L. OPG. CHARTS SHOWN ON SHEETS 2. 1/8" HEAT SUMN'0. (LASS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 090" INTEMAYER COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER SWACITE PVB BY 'OUPOW WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8" HEAT STREN'D. GLASS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SILICONE WILL APPLY TO ENTIRE SYSTEM. DOW CORNING 899 _ GE SCS 2000 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I; ;1 REQ19REMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIM VELOCITY $ HURRICANE ZONE (1RIHZ). m ' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER w LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 23 EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR 00. ANCHORING OR LOADING CONDITIONS NOT MOWN IN THESE DUALS ARE t0 NOT PART OF THIS APPROVAL. 0 ad A LOAD DURATION WCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD LY, GLASS TYPE 'A ' MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20039.4. WINDOW WIDTH 108/8' SILL MNL HEAD/ 14•F A CORNERS (SURFACE APRJEO) Uu�do D.L. OPG. n, OPG II I' II 1� VENT WIDTH _ I; ;1 B FALSE MUNLNS 32 3/4" 32 3/4' (SURFACE APRJEO) Uu�do D.L. OPG. n, OPG 38 7/8" VENT WIDTH 1/8" HEAT STREN'0. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' ,1/8" HEAT STREWD. GLASS GLASS TYPE 'H' 899 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIREO. i—Engn 4WD *N O PRODUCT REVISED 15VA as cunmlWm %% dm FlmiJn 15 � U gin W;;m Growing no W09-12 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) WIND DM. A W/O REW. I WRH ROW. OL!ffi TYPE A' MASS TYPE 'B' -.(+) W.(-) I EXTd+) INIA-) WATTH I HEIGHT 26-1/r 3r 83-1/8' 74• 28• {3) 4 700 80.0 60.0 900 4 70.0 WA 80.0 800 6 70.0 WA 80.0 WO 8 70.0 804 804 WA 28-1/2' 37' 83-1/8' 74` 38-3/8' (3) 4 70.0 804 80.0 80.0 4 70.0 804 80.0 904 6 70.0 -F -MA -f 80.0 90.0 8 704 804 T 80.0 904 26-1/2' 3r 83-1/8• 74' ' 50-5/r (4) 4 704 804 60.0 904 4 70.0 9oA 90.0 904 80.0 H, 8 70.0 60.0 80.0 so.0 900 28-1/2• 37' 53-1/8" 74' or (5) 90.0 1a 70.0 70.0 80.0 62.6 804 90.o 4 88.9 77.8 Bao 904 6 704 70.0 800 9a0 8 704 70.0 80.0 80.4 24' 36' 48' or 72' 22) 8 4 70A 80.0 8D0 904 4 70A 80.0 emo 90.0 6 704 60.0 604 W.0 704 80-0 804 904 8 704 80.0 80.0 90.0 24' 38' 48' 60• 72' 3 4 704 80.0 80.0 90.0 4 70.0 Bao W.0 90.0 6 704 BOA 804 90.0 9 700 80.0 600 80.0 8 70.0 80.0 80.0 90.0 24' 38' 48' W M 4 70.0 80.0 WA 90.0 4 704 WO 800 90.0 704 WA W4 90.0 r--680 70.0 W.0 80.0 90.0704 80.0 WO 90.0 24• 38" 48' 80' 72' 60. 1 4 704 WA 804 90.0 4 704 80.0 804 90.0 6 704 70.0 Bao 90.0 8 70.0 70A ama 904 8 704 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMS LEFT AND RIMLASS DLO WIDTHS 'XO OR OX' DESIGN WAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O RRINF. IRTH RIMW. GLA89 TYPE 'A' CLAN TYPE W EXT.(+) DIT.(-) EX7.(+) INT.(-) WIDTH HW W 74• 106-1/4• 111• (3 8 70.0 BOA BOA 90.0 12 70.0 804 80.0 904 1 12 70.0 80.0 80.0 804 74• 108-1/4• 111, 38-3/8• (3) 9 704 80.0 804 904 12 700 8" 60.0 904 12 70.0 WA 80.0 904 74' 108-1/4` 111• �8A. (4) 9 704 80.0 80.0 900 12 70.0 80.0 80.0 904 to 704 80.0 804 WA 7$ 106-i/4" 111• 63 9 704 700 80.0 90.0 1a 70.0 70.0 80.0 62.6 12 70.0 70.0 80.0 814 72' 84' 98• 108' 24` (2) 9 70.0 W.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 Tao 80.0 80.0 904 12 70.0 80.0 80.0 904 72• 84• 98• 1081 36` (3) 9 70.0 80.0 1 804 904 9 70.0 W0 I W.0 90.0 12 70.0 60.0 80.0 90.0 12 70.0 800 80.0 90.0 72• Be 98' IOB• 48• (4) 9 70.0 WO 80.0 ODA 9 70.0 80.0 80.0 90.0 12 70.0 WA 00.0 00.0 12 70.0 BOA 80.0 90.0 72' 84• 98' 111B' 60` (8) 9 70.0 704 Bao 00.0 80.0 12 70.0 70.0 W.0 90.0 90.0 12 0.0 70.0 80.0 874 A = NO. OF ANCHORS PER HEAD & SILL VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' DESIGN WAD CAPACITY - PSF (XOX SIZES) WDD10W DRAB. A (1/3W) (1/3fAQ (i/3W) 74' 109-1/4• 11i• (3) 9 VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' DESIGN WAD CAPACITY - PSF (XOX SIZES) WDD10W DRAB. A W 0 Elm. WITS III=. OIAW TYPE 'A' CLAM TYPR '8' EXL(+) -.(-) EXT.(+) INT4-) WIDTH I HWHT I 74' 109-1/4• 11i• (3) 9 70.0 80.0 80.0 90.0 12 70A 804 WA 904 12 70.0 804 W.0 9114 74' 108-1/4• Ill' 38-3/8• (3) 9 70.0 ROA 80.0 90.o 12 - - 804 90.0 12 - - 80.0 90.0 74' W-8/8• (4) 9 704 804 80.0 804 74' or (8) 9 70.0 704 80.0 80.0 72' 84' 96' 108" 24' (2) 1 8 70.0 80.0 804 90.0 9 Tao 80.0 804 804 12 710 80 0 80.0 904 12 70.0 604 0&0 904 7Y 84' 96' 108• 38' (3) 9 704 604 80.0 90.0 9 704 804 BOA 904 12 70.0 804 804 90.0 - - I 80.0 9a0 72' 84• or 8 70.0 W.0 1 80.0 W.0 9 7a0 70,0 804 804 12 70.0 70.0 90.0 804 7r W` (B) 9 704 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SIU. ( ) = NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE s s BASED ON ASTM E1300-04 (3 SEC. GUSTS) I °c < , � AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 nt Engn PRODITCTREVISED LaV6. as complying wn 8w Florida I Flu83fl 3No i 07 " 8ole1¢ 8 526134 ProdaciConaar7 I drawing no. W09-12 (1/4W) (1/2W) (1/410) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE s s BASED ON ASTM E1300-04 (3 SEC. GUSTS) I °c < , � AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 nt Engn PRODITCTREVISED LaV6. as complying wn 8w Florida I Flu83fl 3No i 07 " 8ole1¢ 8 526134 ProdaciConaar7 I drawing no. W09-12 WOOD BUCK 0 a O w I ' • 4 . " •• 4 TYPICAL ANCHORS' /-SEE ELEV. FOR SPACING I 3YEEPHOLES: W1 = 3/8" X 2-1/4" WEEP14OLES AT EACH AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED JOINT SEALER. 4e . ova t ° TYPICAL ANCHORS SEE ELEV. •� I6! FOR SPACING 1w0im BUCK APPROVED ANCHORS AL ANCHORS \_TYPICAL ANCHORS ELEV. FOR SPACING SEE ELEV. FOR SPACING W ood Buds AND METALsrRucruRE NOT BY Eco wow. MUST =AND IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T C C T'CF R. * SEE ELEV. FOR SPACING u-ia 1/4" INA. ULTRACON 8Y .FLW (Fu -177 KSI. Fy=Iss KSI INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" M. D INTO CO C O MASONRY 4 SMS OR SELF DRILLING SCREWS (ORAM 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM. TO BE PLATED OR PAINTED) 814 SMS OR SELF DRU.UNG SCREWS (OWE 2 CRS) INTO MU1Mi-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SIU. OR I. = C-80 HOLLOWALLED BLOCK AT JAMBS Pm =2000 PSI MMI. E"1M ANme PRO13=11BV1510 CML a compVbavdtb t WWld6 'V'm 152, Ita�c4u lg.n-yni _ rr.I 152013 4h.V drawing no. W09-12 >YR xox LAYOUT N 18 8 Mlem ProAxlCa�ab1 / t drow,ml rro. 15 213 7 oQ WINDOWSYSTEMS, LLC.Noaur+aF1N8 8114N.W. 106 STREET MEDLEY. FL.. 33178 TEL (309) 889-5299 FAX (30."x) 889-5902 SIkf7 wraiF. ao�ss rtev. ° O e ° s p• e °pr v' • S71D6 p� a�ii Z 0 z SHDe l�+7 a � All HE sr C m Zy� m � Oc w o. N 0 a amm 02-24 fevieioa esc c ECO -GUARD SEIBS-NfD AUDd ME ROl1AC1i9g (LW) AL-FAROOQ CORPORATION �' aaola t/2• a 1' ENGINEERS & PRODUc! DEVELOPMENT S W. AVE f p ) 6r. qn WaEWD in R MIAMI, FLORIDA 33174 MA 284Si0o FAX c 2826978 V ..a TEL. (� (3M CDMP-ANI.\WW-12EC0 �anassxEsrECO WINDOWSYSTEMS, LLC.Noaur+aF1N8 8114N.W. 106 STREET MEDLEY. FL.. 33178 TEL (309) 889-5299 FAX (30."x) 889-5902 SIkf7 wraiF. ao�ss rtev. 2.780 1A87 Xt V �! N_ .500 .718 3/18' 1" 1, 111434 z k .082 J3f3 �� 1.718 Q iG 3.249 I.140� 84YA7' 12 11 80 LZ Qe VENT TOP/80Ti'OM RAO. STEEL REINFORCING n 2.095 sill -. 1.1401.810 i' '�- 8 n Q 719 OD o O FRAME HEAD L .o4s 2246 t tao ,.047 J .o6z a 1.140 1.8,0 t6 GLAZING BEAD- ��gv .81L3 1.344 35 © JAMB STILE g 1.056 2.083 3.878 1.250 .078 2.501 W }f� F, 1.140 _ n _ 1.340 � m M j-- z oL�^ 2.750 .Saa H-,.344 •r�' Z �}}y;; u� MEETING RAIL U � Q " ® FRAME SILL W w T 2.115 0 1.314 aso .340 .312 1.4221.202 .062 082 B O3 SILL TRACK © FlXED MTG. RAIL .500 1.187 7S0 m A A ^ '0 0 082 •082 < m 2.730 26f2 2.812 2780 Engr: JAYADma as ODUCPRBV%IDeDFltrtltla n .062 CAN. RA K76592 Am 8y� .411- No � Date 1- �4 1.969 .769 ZUW h]'�mi PmAud 9!;' drovring no. 1867 1.686 a.6n-� W09-12 O4 MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheat 6 of 7 TPB1V PABP a QOAN'rITY D]ffiCBIPTION IOATBRLLL MANF./BTR'PLIBR/BBLGRHB 1 FY201 1 FRAME iffAD 8083^TB 2 FY202 1 F8A11E SILL 8083 -TB - 3 FY203 1 SILL TRACK INSERT 8083 -TB 4 FY20$ AS REOQ MOV. FRAME dANB 8083 -TB S 47101 AS RE00. FUOiD FRAME dAMB 8083 -TB - 8 F1'f04 ,/ VcTiT F1XE0 MTO. RAA 8093 -TB - 7 FY108 1/ VENT VFJ1T INTERL�C 8083 -TB - 8 iY208 t/ VENT JAIJB STAE 8063 -TB - 9 FY107 2/ ifENT TOP /070 80TTOM RA0. 8003 -TB - 10 FY108 AS REOD. GLAZ016 BEAD 8083 -TB - 1 / - AS 11EOD. REINFORCING BAR STEEL - la - As RE6o. RaNFOIKallo DAR STEEL - 13 fY204 AS RTEOD. ADD-ON 561 RISER 8683 -TB USE AS READ. 14 FY208 4/ VENT ROLLER HOtL4II1fl k GUIDE CELCON - t5 tY2� 2/ VENC' ROLLER BRASS - 76 fY210 a/ VENT ROLLER PIN ST. STEEL - ,7 B8 X i' AS REO0. FRAME/YENT ASSEMBLY SCREWS CRS P.H. SMS 18 �e X 3" 2/ VENT FIX. RAIL SAL SCRIMS (SILL END) CRS P.H. SMS ,9 W23181 AS REDO. FIN SEAL W'5tt8PPIiJB - UL71iAFA8 2D 03007180 AS NEW. BULB �{!. D -LGN St80.EG0. 21 E'207 AS AEOD. BULB SEAL SAMfOPRENE IA.TRAFAB. O1IROMFiiER BS3S 22 Ea03 AS REQ. fl1A21Nfi BEAD BULB SANiOPRENE IB.TRIU'A8, OUROMEIER 8548 a3 FLB-50 AS t�OO. GLASS SPACER SILR7016: FRANK LOWE 24 SL203P Z/ VENT SWEEP LATCH - SUI,I.NAN Ee ASSOC, 28 �8 X 1/8" 2/ LATCH LATCH 31ST. SCREW ST. STEEL olt SMS 26 YN2L 2/ WDW. WEEP VALVE - PREFERRED END. P7mDUCTS 27 - 1/ VENT 8/18 BOX SCREEN - OPTIONAL 28 FY,2a FLUSH FRAME ADAPTER 6083-T8 2.780 1A87 Xt V �! N_ .500 .718 3/18' 1" 1, 111434 z k .082 J3f3 �� 1.718 Q iG 3.249 I.140� 84YA7' 12 11 80 LZ Qe VENT TOP/80Ti'OM RAO. STEEL REINFORCING n 2.095 sill -. 1.1401.810 i' '�- 8 n Q 719 OD o O FRAME HEAD L .o4s 2246 t tao ,.047 J .o6z a 1.140 1.8,0 t6 GLAZING BEAD- ��gv .81L3 1.344 35 © JAMB STILE g 1.056 2.083 3.878 1.250 .078 2.501 W }f� F, 1.140 _ n _ 1.340 � m M j-- z oL�^ 2.750 .Saa H-,.344 •r�' Z �}}y;; u� MEETING RAIL U � Q " ® FRAME SILL W w T 2.115 0 1.314 aso .340 .312 1.4221.202 .062 082 B O3 SILL TRACK © FlXED MTG. RAIL .500 1.187 7S0 m A A ^ '0 0 082 •082 < m 2.730 26f2 2.812 2780 Engr: JAYADma as ODUCPRBV%IDeDFltrtltla n .062 CAN. RA K76592 Am 8y� .411- No � Date 1- �4 1.969 .769 ZUW h]'�mi PmAud 9!;' drovring no. 1867 1.686 a.6n-� W09-12 O4 MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheat 6 of 7 TPB1V PABP a QOAN'rITY D]ffiCBIPTION IOATBRLLL MANF./BTR'PLIBR/BBLGRHB 1 FY201 1 FRAME iffAD 8083^TB 2 FY202 1 F8A11E SILL 8083 -TB - 3 FY203 1 SILL TRACK INSERT 8083 -TB 4 FY20$ AS REOQ MOV. FRAME dANB 8083 -TB S 47101 AS RE00. FUOiD FRAME dAMB 8083 -TB - 8 F1'f04 ,/ VcTiT F1XE0 MTO. RAA 8093 -TB - 7 FY108 1/ VENT VFJ1T INTERL�C 8083 -TB - 8 iY208 t/ VENT JAIJB STAE 8063 -TB - 9 FY107 2/ ifENT TOP /070 80TTOM RA0. 8003 -TB - 10 FY108 AS REOD. GLAZ016 BEAD 8083 -TB - 1 / - AS 11EOD. REINFORCING BAR STEEL - la - As RE6o. RaNFOIKallo DAR STEEL - 13 fY204 AS RTEOD. ADD-ON 561 RISER 8683 -TB USE AS READ. 14 FY208 4/ VENT ROLLER HOtL4II1fl k GUIDE CELCON - t5 tY2� 2/ VENC' ROLLER BRASS - 76 fY210 a/ VENT ROLLER PIN ST. STEEL - ,7 B8 X i' AS REO0. FRAME/YENT ASSEMBLY SCREWS CRS P.H. SMS 18 �e X 3" 2/ VENT FIX. RAIL SAL SCRIMS (SILL END) CRS P.H. SMS ,9 W23181 AS REDO. FIN SEAL W'5tt8PPIiJB - UL71iAFA8 2D 03007180 AS NEW. BULB �{!. D -LGN St80.EG0. 21 E'207 AS AEOD. BULB SEAL SAMfOPRENE IA.TRAFAB. O1IROMFiiER BS3S 22 Ea03 AS REQ. fl1A21Nfi BEAD BULB SANiOPRENE IB.TRIU'A8, OUROMEIER 8548 a3 FLB-50 AS t�OO. GLASS SPACER SILR7016: FRANK LOWE 24 SL203P Z/ VENT SWEEP LATCH - SUI,I.NAN Ee ASSOC, 28 �8 X 1/8" 2/ LATCH LATCH 31ST. SCREW ST. STEEL olt SMS 26 YN2L 2/ WDW. WEEP VALVE - PREFERRED END. m \ CA 8 a �w � o aota 02_24-09 revis ons: �-20p p� ,qpm W. (LkL) AL-FAROOQ CORPORATION a M O a rt0 OR On ENONEERB & PRODUCT DEMOPMENT g. ,roe t/a• . t• a osa7.oe ao cxmtcE tras s ECO WINDOW SYSTEMS, LLC.f V a3 B t.St.t am cwlxm I" SHW 123 O I dr. Mr lN/LIO O C1.1 f.13 %ebur. aDOM RN. 8114 N.W. 106 STREET MUN4[, F183.W00PJ0A RIDA 3 33144 MEDLEY, FL 33178 TM- (305) 2" -SSW rax RM 2KM 1WM �e v N wt er TEL (sos) Bas -sass Fax (mss) eas-ssoa coma-an\Woe-�2Eco MIAMI•DADE MIAMI DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldaae.eov/economv Eco Window Systems, LLC 9114 NW 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.r, sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. YNOA No. 13-0206.07 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 ;115 Page 1 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. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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 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-10-3142, HETI-10 3143 and HETI 10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al—Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#I1-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB InterIayer" 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. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window --- LM. ', approved on 05/03/12 and expiring on 05/19/16 Manuel Piz, P. . Product Control xara r NOA No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -I 1/8' TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8' HEM STR1'D. GLASS •000 MTERUIYER 090 INTE"YER BUTACRE PVB BY 'WPOM' BUTACITE PV8 BY 'DUPONT' i/8" HEAT SMEWO. GLASS 1/8' HEM STREWD. GLASS �{ SILICONE CORNU1G 809 Dow CORNING 899 4 9 9 E3 3 � r ' f o � 19 SET OH6 BLOCKS AT INSUL- LAM, GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS S�I.ASS TYPE GLASS TYPE 'A' ECO -GUARD SERIES -500 ALUMINUM OUTSWMG CASEMENT WINDOi9 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—RADE 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 SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEOMENT TO BASE MATERNA. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOAD= 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 UMITED TO 5TEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR IuwTLRIAIs SHALL MEET THE REQUIREMENTS OF THE FLOMDA BLDG. CODE SECTION 2003.8.4. ,7" .1 8 POINT I= MAXIMUM DESIGN LOAD RATING e + 70.0 PSF (FOR SIZES MOM OR SMALLER) — 75.0 PSF Cc m n THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSR.E IMPACT. SHUTTERS ARE NOT REQUIRED. q Engn JAVAD NNW FLA. PE Eii 70M ePsReomptylog wtlhlheIRatiia �' NOTE: //%�L I a.uat° 6 �Y d GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—OEC-219 drawing m W11-05 TRCAL ANCHORS U7r SEE M. WOOD SUCK FOR SPACINO 0 O w a 13 a .. • a :. j e $ T'PICAI. ANCHORS SEE EM. FOR_SPACING Fl I FOR COUNTY APPROVED MULLION ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA. TAPCON BY 'ITN (Fw120 KA, Fy-92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS1, "155 K51) E7HRU OOD BUCKS OR WOOD STRUCTURES N. PENETRATION INTO WOOD BUCKS INTO CONC. OR MASONRYN. EMBED INTO CONC. OR MASONRYTO CONC. OR MASONRY N. EMBED INTO CONC. OR MASONRY 014 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. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' N SIM ACE L7IW= ANCED MASONRY = 2" MIN.TURE = 1" MINTURE = 3 4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm = 2000 PSI MN. Twa Orowin no. a 15 2013 1"""' W11 -o5 sheet 2 -of -B-11 } g 1 m Q A � A ' V O Of 1 1 II 1 N 1 9 r � � A g � � rr �v mea ' io^� 5-500 ALUM QUTSMNG CPMW WDIV. (Ld14) AL-FAROOQ CORPORATION a no a on ENGIN Rs&PRWU"DEVELaMVM r ama 1/2• o r A 6427.111 1mv eta eru t4eaeer is ECO WINDOW SYSTEMS. LLC. 123G SM. s7 AVE ■ 01.31.1 No CHmGE nos ow $114 N.W. 106 STREET MIAMI. FLORIDA 33174 c m. nr wu0o c 01.11.13 Moran: AVORM IMV. MEDLEY, FL 33178 TO-(3mFAX.(80U)2828978 to U7 w. try: Loam-ann.\w TEL (305) 885-sus FAX (305) 885-554M 11-08Eco Era. SmCTURE Fr ___ _____�� �Y TYPICAL ANCHORS !t MIAMI -DARE COUNTY APPRWEO I SEE ELEV. FOR SPACING t SMULLION & £ SEPARATE MULLION ANCHOiRS ; It Z Qi a p.. ° 1 ° ••u. tOA 1 II C -J es .a. • IItt U a. ?:.:...: ..... LL-------- ----------J.1 _ C O. •• 1 is � � I i3 � � nEM.r, aLr. 71PtCJV,. ANCHORS TYPICAFOR SPEE AWO MR SSPa 0 Vl o "t Ile MAX. St&IAS ALT. $ Z 1$ � • � U �w e� •• O ° a SEE EVim. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING .A =• � $ s O � N ass ALT. e < m u INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn JAVAD AHMAO PRODL=RHVTSRD ° F7 -IPE* � ilwFt°" g "/ y k acce lion Dere 2t?l6 S 2 a 9' By mbw 6pwdwA l; drawing no. 2d1 W11-05 sheat 4 of 6 FRAME HEAD/SILL/JAMB VENT 919 903 — .045 1.047 O3 GLAZING BEAD (LAM. GLASS) T_ 1 803 .048 1.172 ® GLAZING BEAD (INSUL. LAM. GLASS) .245 .7 ' .120 .720 la SNUBBER -.VENT IP&M PART # GTOANTTTE D88CIUMON MATRRUL MANF'./BUPPMER/RBHARBB 1 £801 4 FRAME HEAD/SU/JAMB 8083 -TB .062 2 0502 4 VENT 6083-76 AT FRAME JAMB 3 FY108 AS RM. Q=MS SEAR (LAN. MASS) 8063 -TB - 3A E603 AS REQ. GKAZINXI BEAD (INSUL LAM. CUM) 6063 -TS - 4 E508 AS REQO. SNUBBER - VENT. FULL LEKOIH 8063-T8 - 4A E809 AS REOD. SNUBBER - FRAUE, FULL LEN0T11 6083-T8 - 3 E508 OPTXINAL SCREEN FRAME 8083-73 - 7 010 X 1-1/4' AS REQD. FROM AND MW ASSEMBLY SCRUM H WH SUS 8 cm AS ROW MAO 1TEWHERW PAM MWOMEFER 65 SANTOPRENE ULTRAFAB 9 E203 AS REGXI. 6YAWM BFAO BULB. MMUETER 65 SWMPRENE ULTRAFA9 10 35.12.00.400 2/ VENF 4 BAR 10M. AT TOP AND BOTTOM STEEL TRUK MW_LEO WITH (2) 010 X 5/8' SOS It 13096.62 1 MULTI POOR LOCK 3YSTEM ZkVW TRU FI 12 S/ VERT KEEPER STEEL 13 1/ VENT RoTO OPERATOR ZMVX/STL TRUTH 14 P&M-SS 2/ CORIM F&UTAENT CORNER KEY ST. STEEL - 15 FY120 AS RECD. FLAW FRAME ADAPTER 6083 -TB O IMAL t8 3 An W SKATE NYLON MAU PLASTICS 17 010 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS t8 08 X 3/4" AS REOD. FN SMS SHUBBER SCRLWeTi INPAM 2 APART, PAIRS SPACED AT 7-3/4' O.C. 19 2/ LITE SERWO BCK. LO3/t8' X 3/4' X 4' LONG NEOPRENE AT 8' FROL EACH END, DU1WMETER 65 20 FIB -50 GLASS SPACER - 1/8' HKBI SIICONE FRANK LOVE FLA' PEi 702 pWI CAN. 3536 •...w.-.__.,_ it Fl drm4Mg no. W11-05 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHFAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. — .062 LOCKS: .500 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 7e9 AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL x.611 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES is FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1' P PH SMS 1.730 STAINLESS STEEL KEEPERS #31984.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES 483 1.780 HINGES, 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 493 OPERATOR: to CORNER KEY SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .245 OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X t" P PH SMS !�_ E ANTI -SAG SKATES 1.259 VWYL 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 4A SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. FLA' PEi 702 pWI CAN. 3536 •...w.-.__.,_ it Fl drm4Mg no. W11-05 m � A \ a \ C :IE p� aos� oz-z3-tt of ons: 5-500 ALUM OUTSWNG CASEMENT WDW. (LII.) AL-FAROOQ CORPORATION a —' saoix 1 nA 0627.@11 HO CH �iW3 SHEET 6NQ."'&PRODLCTDfiVMOPM&vr /z - +• ECO WINDOW SYSTEMS. LLC. =5 S.W. 97 AVE rne 01.31.1z HO CKAXX nus SHEET 9114 N.W. 106 STREET MIAMI. FLORIDA 33174 I ar. 0y HamO c 101.11.131 MOW. AUMM REV. MEDLEY, FL 33178 TEL CMM26"1@0 PAX (3091282$978 C' O o W CP ? enk b+c TEL (305) 885-5299 FAX (309) 885-5802 COMP—ANL Wt1—o5EC0 MIAMI•D1ADE MIAMI -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v�vvw.miamidade.gov/economy Eco Window Systems, LLC 9114 NW 106 Street Miami, 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 RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This, NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO -Guard 50" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "ECO -Guard Series -50 Alum S.H. WDW. (L.M.I.)"; sheets 01 through 04 of 04, dated 07/18/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terniination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0820.08 uM:'D�►oe �,(sp►5� Expiration Date: November 21, 2017 ' Approval Date: November 21, 2012 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO—Guard Series -50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, 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, Type "A—A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"951, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2010, prepared by Al—Farooq Corporation, dated 07/23/12, signed, sealed and dated 11/07/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflez Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0920.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 07/1.6/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04/11/12, signed by Janne D. Gascon, P. E. G. OTHERS 1. None. E-2 Q� - - - ' Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12--0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 DESIGN LOAD CAPACITY - PSF 19-1/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 55.0 60.0 25-1/2' CHARTS SHOWN ABOVE. S&O 60.0 37' 24° 85.0 60.0 () Ao�B°S�8w8hiEta F 44' MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 55.0 60.0 53-1/8` LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 55.0 60.0 19-1/8' WILL APPLY TO ENTIRE SYSTEM. 55.0 60.0 1/8• ANN. GLASS 26-1/2° 55.0 60.0 37' 38-3/8` 55.0 60.0 .090` INTERLAYER (4) SAFLEX BY 'SOLUTIA' 44 HURRICANE ZONE (HVHZ). 55.0 60.0 53-1/8` 85.0 60.0 1/8` ANN. GLASS 19-1/8' NVAD 55.0 80.0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 26-1/2' 55.0 60.0 FLA PE i 0592 CAN. �9 37° 50-5/8 ` 55.0 80.0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SILICONE (5) NOTE: NOT PART OF THIS APPROVAL. DOZY 899 44° GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) 55.0 60.0 7 53-1/6' AND FLORIDA BUILDING COMMISSION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DECLARATORY STATEMENT DCA05-DEC REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. -218 L $ 201 55.0 60.0 m sheet 1 of 4 18 I 19-1/8• 55.0 60.0 26-1/2' 0 .0 37' 44' (6) 55.0 60.0 s3-1/8• 55.0 60.0 9 t8-1/8' 85.0 eo.a \ 23 28-1/2` 76' 55.0 60.0 3Y (6) 55.0 60.o GLAZING DETAII. 44' 55.0 60.0 • NO. W PARENTHESIS INDICATE NO. OF ANCHORS PER tAXS. ECO -GUARD SERIES -50 TYPICAL ELEVATION TESTED UNITS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Ao�B°S�8w8hiEta F MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. wilt LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •� REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. NVAD 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AHMAD 'uCIVIL FLA PE i 0592 CAN. �9 S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOTE: NOT PART OF THIS APPROVAL. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.r6 dr0win no. 9 W12-40 AND FLORIDA BUILDING COMMISSION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DECLARATORY STATEMENT DCA05-DEC REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. -218 L $ 201 sheet 1 of 4 By WOOD BUCK FOE FOR 5SPAC1ACING a, a. 9 it OPTIONAL TO SPRING LATCH d a A0 . * < ,d. ° d n v ° d °. � 8 3/4_ LONG WEEP NOTCH TYPICAL ANCHORS -------------------- MIAMI-DADE COUNtt APPROVED I MULLION & MUWON ANCHORS , IISEE SEPARATE NOA II EDGE i DIST. -----'I' ------ ---- �J TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS, SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA TAPCON BY 'IT1N' (Fu -120 KSI. Fy-92 KSI) 1/4" DIA ULTRACON BY 'ELCO' (F—m KSI. Fy-m KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114" OUB. TEKS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') JUL 2 3 2012 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 6 drawing no. W12-40 P EDGE DISTANCE NCRETE AND MASONRY = 2" MIN. OD STRUCTURE = 1" MIN. FINNTO TAL STRUCTURE = 3/4" MIN.CONCRIETE ,gat AT HEAD. SILL OR Pr LLOW/FILLED BLOCK AAT JAMBS Pm — 00 PSI MIN. JUL 2 3 2012 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 6 drawing no. W12-40 TYPICAL ANCHORS ITEM ¢ PART $ REQD. DESCRtPnON MATLPJ& MANP./S1IPPLTER/REMARES 1 E51 1 FRAME HEAD 6083-T6 - 2 E52 1 FRAME SILL 6063-T6 - 3 E53 2 FRAME JAMB 6083-T6 - 4 E54 1 rD(EO MTG. RAIL 8083-T8 - 5 E55 1 VENT TOP RAIL 6083-T6 8 E56 1 VENT BOTTOM RAIL 6063-T6 - 7 E57 2 VENT SIDE RAIL 8083-T6 - 8 E58 AS REOD. GLAZING BEAD (5/16' LAM. GLASS) 8083-76 - 9 E59 2/VENT SASH STOP 6083-T5 - 12 SL2MP 2/VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A B8 X 5/8° 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 FY -113 2/ VENT SPRING LOADED LATCH 6083 -TB ALTERNATE TO SWEEP LATCH 3A i 1 - 1 / IxT& L4" SPRING ST. STEEL - 14 $8 X 1' AS RECD. E & VENT ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REOD. OM RAIL SEW. - SERIES 101 NEOPRENE ULTRAFAB 18 EZ03 AS REOD. BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REM. SEAL W'STRIPPING - ULTRAFAS 20 - 2/ VENT AND TACKLE BALANCE - - 21 E60 2/ VENT 401 CAM NYLON - 22 - i 16' BDX SCREEN - OPTIONAL 23 - AS REOD. SISITNO BLOCK NEOPRENE I DUROMETER 75t5 1/4• MAX. ti Engr: JAVAD AKQAIJ.° CIVIL FLA. PE &Z= c CAN. drawing no. 2 3 201 W12 40 (sheet 3 of 4 2.789 1.239 (� V ,4 g 14 N .082 056 Z �. 1.344 .531 .062 7WW' O 2.133 � I d .875 FRAME HEAD 975 IIS—'2.887 �t II Q FRAME JAMB pC .625O �a 050 1.719 1.094 Typ• 3•d--24-1 �Bpj i9� 89 0501P. S •01.061 .769 O ® FIX. MEETING RAIL Q GLAZING BEAD U 1.050 1.203 rr VENT TOP CORNER 3 7,062 Vl 056 z 1.125 • 0 1.750 0501rP 675 FRAME TOP CORNER 7ff. 825 .9N .964 Io- � 3m �I`r`.os2 975 Fes- Q VENT SIDE RAIL Z ® VENT TOP RAIL S3 9 Z 975 t 4 c3� 1.695 $ 0. W ;;m .082 1.018 .625 OSB 7969 O 1.729 7ySASH STOP p. 1.247 / C .875 qU 0 © VENT BOTTOM RAIL 1445 1254 .ole VENT BOTTOM CORNER —2.259--1III 14 Q o L.963-4c� � •O 1.786 ,3 SPRING LOADED LATCH `= o. FRAME BOTTOM CORNER JAIAO nHMAD ab v 2.448 FIA. PE p 70992 6 cat+.3s9e OIC o 2.357 .O8 drawing no. 13r JU 2 W12-40 Q FRAME SILL ahaet 4 of 4