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WS-14-1711Miami Shores Village - Building Department AUG51 2011"4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY ; _ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 Ov p rn f -pro. rpt 99 �FBC 20� BUILDING Master Permit No.L)i S I PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 141 N V,\l " I Wl'\ Sf City: Miami Shores County: Miami Dade Zia: 150 Folio/Parcel#:11- 310 1- 026- 011 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehoi�lder): �"� I "e r -Wdsm I th Phone#: Address: 141 N LA) 61 ( lS r City:Mi am l smy•eS State: 4:::-1 -f- l Zip: If -53160 e► � Tenant/Lessee Name: P- f r C)01 Clan I 1 Phone#: Email: CONTRACTOR: Company Name: F10 Y OVISolar r Air Phone#: qS-1 O 7_K- —UZGR Address: b G1 12- M 1'r f I W A V PV -W-4 City: M 1 r G1 YY1a Ir State: F `- Zip: ,sin 2;5 - ne#: Q57 U� "6 206Qualifier Name:�TPhon State Certification or Registration #: 6 Cc 131 ( 5 105 Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: G� City: State: Value of Work for this Permit: $"P2250- 00 Square/Unear Footage of Work: Type of Work: ❑ A°f'ddiitiion, El Alteration Description of Work: �[�I I d () w New ® Repair/Replace Zip: ❑ Demolition Specify color of coloorr thru tile: Submittal Fee 95Q olPermit Fee $ 1 � 0 ° CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (R&Ased02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ ° 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 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 $25W, 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 certifled copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc se ays r the building permit is issued. in the absence of such posted notice, the inspection will rgptke ed n ein ectlon fee 11 be charged. or The foregoing instrument was acknowledged before me this J day rof_r J U Iq , 20 , by �� 6C)I/�m11h , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: r Cion- vllc� Print: Seal: APPROVED BY (Revised02/24/2014) 1 my UMNSSM # FF 109817 doomed EXPIRES: 26 19 i W*MbM Signature CONTRACTOR The foregoing instrument was acknowledged before me this I day of J U N . 20 K by jeVxGY)�1r CilWk)1ff . who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: TWOWGAWYM Seal:° EXPIRES: May 12, 2018 ,� Sondad Tft No�+PuD UNTO a#= as ################################ Plans Examiner Zoning Structural Review Clerk MQSTELIER, ALEXANDER FLORIDA SOLAR & AIR, INC. 10210 JAMAICA DRIVE CUTLER BAY FL 33189 Congratulations! With this license you become one of the nearly one million I DEPA� Floridians licensed by the Department of Business and Professional Regulation. Pgp Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. I SCC11li5: 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.myfloridaiicense.com. 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. Thank you for doing business in Florida, and congratulations on your new license! L DETACH HERE (850) 487-1395 AC#'61905 2 )R; .Ri7SiNLSS AJ = �� 110181396 iliRiti�tll" �+TY1D .. GLASS N`t'RACTOR 7- 7r_. I3 ,CERTIFI= under the W0visione of: Ch. -489 Fa. Sapirati� 8atee AUG' 31, "2019 L120�1IflD�19 Expiration ante: AUG 31, 2014';, MUS.TBLIER ALEX41DER FLORIDA SOLAR & AxR, INC. 119 5 6 NlIkAb!'AR PARKWAY MIg,AMAR FL 33026 e _ _ 4 wt RICK.SCOTT REN LAWSON GOVERNOR SECRETARY nicor nv nc RFnI u2m RY I AW 115 S. Andrews Ave., Rm. A-900, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 62 Business Name: FLORIDA SOLAR & AIR, INC. R��ype:G R L1CONTRACTOR Business Type: Owner Name: TERRY J WEST Business Opened:o9/29/2009 Business Location: 11956 MIRAMAR PARKWAY State/Cocnty/CerNRe9.CBC058952 MIRAMAR Exemption Code: Business Phone: 305-428-2555 Rooms seats Employees Machines Professionals 2 Number of Machirm. Tax Amount Transfer Fee NSF Fee 2'7.00 0.00 0.00 Penalty Prior Years Collection Cost Total Paid 2.70 0.00 1 0.001 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has ganged or you have moved the business location. This receipt does not Indicate that the business is legal or that it is in compliance with State or focal laws and regulations. Mailing Address: TERRY J WEST 11956 MIRAMAR PARKWAY MIRAMAR, FL 33025 2013 -2014 Receipt 004A-13-00000008 Paid 10/02/2013 29.70 I�4--D--1AI �--� CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIY" 06/11/14 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 policypes) must be endorsed. H 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 sndorseme s . PRODUCER Alliance Insurance Agency, Inc. 2950 2950 SW 27th Ave Suite 100 Coconut Grove, FL 33133 Phone (305) 444-8000 Fax (305) 4441020 CONTACT BILL MICKEY PHONE (305)444-8000- in Nok )444-8000- 9D PRODUCER CUSTOMER 10 A: a AFFORDING COVERAGE NAIL a BRED Florida Solar & Air, Inc. 11912 MUimar Parkway Miramar, FL 33025 INSURER A: GRANADA INSURANCE INSURERS: VICTORIA SELECT INSURANCE INSURER C: INSURER D: INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER. 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 CONTRACTOR 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. INN L TYPE OF INSURANCE POLICY NUMBER IV POLICY ID EFF MfD LIMITS GENERAL LU4BILr Y EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Me aocarrence)$ 100,000 0 COMMERCIAL GENERAL Lmii- TY MED EXP (Any one person) $ 51000 A F-1 ❑ CLAIMS -MADE 0 OCCUR F]08/15/2014 0185FL00024655-1 06J15/2015 PERSONAL & ADV INJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PEJO: PRODUCTS - COMP/OP AGO $ 2,000,000 ❑ POLICY El PB El Loc $ B AUTOMOBILE LIABILRY F1 ANY AUTO ❑ ALL SCHEDULEOWNED AUTOS DAuros R] scl-tED El HIRED AUTOS 6806399 12!31/2013 1?J31/2014 COMBINED SINGLE LIMIT $ (Ea acdderd) BODILY INJURY (Per Freon) $ 100,000 BODILY INJURY (Per accident) $ 300,000 OERTY AMA (Per a � � $ 50,000 ❑ NON -OWNED AUTOS Comprehensive: $M $ ❑ Collision: $500 $ 13,000 ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS UABElCLAIMS-MADE ❑ DEDUCTIBLE $ $ RETENTION s WORKERS COMPENSATION W C STATU OTFI AND EMPLOYERS' LIABLITY vim ANY PROPRIETORIPARTNER/EXECUT7VE OFFICERIMEMBER EXCLUDED? N ! A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE 1 $ (Mandatory in NH) t(yyeess describe under OE3CRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, AddItIorral Remarks Schedule, H more space Is requhed) AC, ELECTRICAL SERVICES, WINDOW INSTALLATION AND GLAZING CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores Village, FL 33138 ACORD 25 (2008/09) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ©1888-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks Of ACORD tz A� Dr CERTIFICATE OF LIABILITY INSURANCE DATE 08/05/2014M 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 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 Ileu of such endorsement(s). PRODUCER Automatic Data Processing Insurance Agency, Inc. 1 Adp Boulevard Roseland, NJ 07066 CONTACT NAME: LPA NO Fid): A/C No): E-MAILADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: AmTrust Insurance Company of Kansas, Inc. 15954 INSURED FLORIDA SOLAR & AIR INC INSURER B: INSURER C: DBA: Florida Solar and Air, Inc INSURER 0: 11956 Miramar Pkwy Miramar, FL 33025 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 254927 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. INSR LTR TYPE OF INSURANCE ADDLISUOR INSD WV0 POLICY NUMBER POLICY EFF WDD POLICY EXP M/DD LIMITS COMMERCIAL GENERAL LIABILnYEACH OCCURRENCE $ CLAIMS -MADE FlOCCUR PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 1 PRO- JECT LOC PRODUCTS -COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOH REDSAUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNER/EXECUTNE OFFICER/MEMBER EXCLUDED? � (Mandatory In NH) N/A N TWC3406111 04/23/2014 04/23/2015 XAND STATUTE ER E.L. EACH ACCIDENT $ 1 DD,D00 E.L. DISEASE - EA EMPLOYE $ 100.000 E.L. DISEASE - POLICY LIMIT $ 5,000 If es, describe under00 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) AC, Electrical Services, Window Instillation & Glazing CFRTIFICOTF Hnl OFR CONCFI LOTION AU 196&2014 AGUHL) GUFtFiumA l Ivry. Ail rignw rssurveu. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.e 2nd Ave. AUTHORIZEDREPRESENTATIVE Miami Shores, FL 33138 AU 196&2014 AGUHL) GUFtFiumA l Ivry. Ail rignw rssurveu. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Floridalar $ Air, Inc, ".!/.4F Lr:• O R I D A 4� 119W Mhamer Pkwy. • Miramar, FL =W Job Number. Ph: 877-310.9810 • Falc 87718-02seg20 •-^ Gam, CAC7816475 wwgv olararrdaircom t:C13GUS14&CW* ft81a/7 Name: Mobile: „ "J - i T ( qS This corrtad is made and enterer Ihto Ori ; : ,iiay of2Q by and between Florida Solar & AIN Inc., a Florida c�rrporailon:: ("Contractor' or "FSA"), and owner(s) named above of.the residence to ated at the pddness lbW above.{"Ownsr"). . The worn Contractor agrees to peforrn.the.work described below :. -•: ; _ . Dtreatior� 8rs viet red tfom sretmrtde Q�1n� eUdkig gleva donee Aplhre t' :: 1) Remove existing units to be replaced (NOTE Removed item are luiety to tie dar`riaged.p • `" Panei®are Idled Cn arerrth and 2) P o ingsashec�ssary#o,receivetepiaoerrtentunKs: ktngbFrdoorsticeadr�ets.idedt8ed 3 MDO OCWS Rightkltrcge and Left H(rtge .OgDpnbN French Vkiyl Insula#@cl 0 Simonton ArM Insulatedi, ❑Other floors the nee active door to Iderdlttel ` O TM ❑ ETI I] PGT�dpminum Inauiated, p TM.. ❑ ETi O PGT Alumini4m Nop-lnsutfted ,, t 4)'- = )•-DOORS: Install :fl TM 13•ETI O PGT Alumtimm injulated O TM E] ETt• {3 POT Aitinlm rrn Nonansulafed tOOther Impact'( Nonampaft { ) Color. White: Tan: Bronze: Grey: MR Finish: other— Grids • Double Huntt Single Hung .Yes( ) . No ( . , ... , . alandard Qty— Qty._ . custom .ACTIVE. 2 -. LR/ casement mdure whMowr Gly f/ Qty_ : Qty._ . Other : .Qty Sliding Glass Door AA AF FA RAAFFAS (HY_•`: �Y_ Qty_ Qty_ ..Qty_'t�;ar S600 French Doors Double French Doofs RH ( ) LH( j RH-( ) L* H ( ) Geometric thy- Glas: Warranty Venufactuiaes Wa u compidlonf S)" Work NOT to be replaced: r° 8) If appgcable..removing pbarst, 7)SInstructionsLAG1INJALL RSA.i) NnIAL HERE— - �( INITIAL HERE --o v 8) Cleanup job debrisand provide napes ry peitrifts and' mscaanoe: 8) .If:applicable, in the event that Contractor is rmeble_for whateyer,reason.S2 obtain proper perm is prior to Commencement of any neprk; Coptrador shall refund.any previous payment and this transaction shallbe automaUrally.cancelled. (N0.' irdda work er•than atio Is to tie done unless noted :} Additional Woric Schedule: Contactor shall commencs the work with WA execution of the Contract.(the'Commencement Date) and shaliendeabor to complete all Work hereunder within days after theQCommenbembnt Data. The TOTAL PRICE for all LaboJr ark Materials is $ .. ot< W Contract.prim $ i/ Down Pament i 1 AM VV Salance Payable - $ tw Cordractprice $ tuatoYmelr.underatapda.final payment due upon complsoon. inepection,—nonabd owfbw payment is.paw. pgIT1AL HERE Contactor w10'provide to Owners Final Welver wW "saw Limn and Contractors Fhrei Affidavit to -Owner, substantially similar !� to the forms in dhapter 713 Fifa Statues (2W6). .Cirde.one: 6 YES.,–Qwnereleats to appy /orflrtandng of Urs above balance peyabfo. N yes is cUded,•see financing agreernenfd related document Miscellaneous: This contract contains the•enfire contract of the panties. It may not be changed orally but only by a signed change order or other written amendment The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent b h by any IN WITNESS WHEREOF, a he to have this contract, under seat, as of the day and year first above WON. You the n at arty prior to midnight on the third business day after the data of this traa ti n explanation of this ilghL I Home -Owners Associatioq Name: Phonerr YES.( ) `NO'.(:.: BuUdingName:. L -� SaK t i7t ACCJ�51 ^T Bedroom Living Room Bathroom D O m Bedroom Dining Room _ w Y Garage Door LO Florida Room • • • • • • • • • i.,�t �• ...Peter Goldsmith • • * • .•. 141 NW 96 Street ... . . .. .. • • • • •• • • • • • ..: '.' '•' Miami Shores, FL 33150 • • • • • • • • • • • •• •• • • • •• •• Job Description: Window Replacement 1 Opening 1. Horizontal Rolling Window 47-1/4" x 44" 70/80 NOA 14-0317.01 AUG 0 5 2094 Miami Shores Village APPROVED BY DATE 70IMING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS V(vm TTS I=FBC ExHWK as FI.2631a RidcCamM R Table 131. pop Bapmmo C X26.7 Kd BAS Table26b1,pvp250 B3 I Fl mo 26A-1, psV 2S2 QCpi 0.18 418 cm pbabdmod 3112 14Ado mea 0m9e 14Ads•M • • � .� el 1$8881N30Avenu0,8Wteon�0 8� 1CF/034320 - MU' TtM» • ••• Am ad • Am • • • ofamnPoNd • • Amadcomponont • • Amof • Am of • • ArcedcommuM I Am Qfcompood • Amefoommod • • • • • • • in IsAd • • 20.0 d 25.0af ••• 30.0 of 35 A ••• 40.0 d 45.0 d • $0.0 d 55 )d f 60.0 b&=Rat • Zm4 Zone 5 Zm4 • • 4 a 4 ZQW5 Zm4 zom 6 Zow 4 zmm 5 Zom 4 Zone 0 Notod Zone 4 40.1 zwe 5 40.1 Zone 4 38.8 Zone 5 3&8 Zom 4 38.4 Zonef 3&4 Zwe 4 37.9 ZAN 5 37.9 37.5 37.5 37.1 37.1F372 36.7F-440.3 362 35.8 35.8 35.4 33.4 35.0 35.0 ]5. 43.4 -33.6 -42.2 -513 41.8 -50.6 41.4 -49.8 -41.0 49.0 40.6 -4832 -47.58 -46.8 -39.4 -46.0 -39.0 432 -3&6 -44.5 40.6 40.6 393 393 38.9 38.9 3&4 38.4 3&0 38.0 37.6 37.6 3727 36.7 363 363 35.9 35.9 33.4 33.4 16 -44.0 -34.4 -42.8 -52.0 42.4 -513 42.0 -50.3 41.6 49.7 41.1 -48.97 482 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 3&9 38.9 38.5 38.5 3&1 38.1 37.6 37.6 372 36.8 36.8 363 363 35.9 35.9 17 -44.6 1 -55.1 43.4 -52.7 1 42.9 -51.9 42.3 -51.1 42.1 -50.4 41.7 49.6 413 -48.8 40.8 48.0 40.4 472 40.0 1 46.4 -39.6 45.7 41.6 41.6 403 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 AS 38.1 3&137.7 37.7 372 372 36.8 36.8 363 363 18 45.1 -35.7 43.9 -33.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 422 -502 41.8 49.4 413 48.6 40.9 47.8 40.5 47.0 40.1 462 42.1 42.1 40.8 40.8 403 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.7 36.7 19 45.7 -S6.4 -44.4 -54.0 43.9 -53.2 43.3 -52.4 43.1 -51.3 42.7 -50.7 422 49.9 41.8-49.1 41.4 483 41.0 47.5 -40.5 46.7 42,6 42.6 412 412 40.7 40.7 40.3 40.3 39.8 39.8 39A 39.4 38.9 38.9 38.3 38.3 3&0 3&0 37.6 37.6 37.1 37.1 20 462 -57.0 -44.9 -54.3 44.4 -53.7 -44.0 -52.9 43.6 -52.1 43.1 -513 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 -48.1 41.0 472 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 403 403 39.8 39.8 393 393 38.9 38.9 3&4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 43.3 -55.1 44.9 - -543 44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -502 423 49.4 41.8 48.5 41A 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 402 402 39.7 39.7 393 393 3&8 3&8 3&4 38.4 37.9 37.9 22 47.1 -58.t 45.8 -55.6 453 -54.8 44.9 -54.0 44.4 -532 44.0 -32.3 -43.6 -51.5 43.1 -50.7 42.7 49.9 422 49.0 41.8 482 43.8 43.8 42.4 42.4 420 420 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 392 392 38.7 3&7 383 383 23 47.3 -58.7 462 -562 45.8 -553 453 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -512 43.1 -503 42.6 49.5 42.2 4&7 442 442 428 42.8 423 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 395 39.1 39.1 3&6 3&6 24 48.0 -592 46.6 -56.7 462 -55.8 45.7 -55.0 45.3 -54.1 44.8 -533 -44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 -49.9 42.6 49.1 44.6 44.6 432 432 42.7 42.7 422 42.2 41.8 41.8 413 413 40.6 40.8 40.3 403 39.9 39.9 39.4 39.4 38.9 3&9 25 48.4 -59.7 47.0 -572 46.6 -563 46.1 -55.5 45.7 -54.6 432 -53.8 -41.7 -52.9 443 -52.1 43.8 -512 43.4 -50.4 42.9 49.3 45.0 45.0 43.5 43.5 43.1 43.1 42.6 426 42.1 42.1 41.6 41.6 412 412 40.7 40.7 402 402 39.7 39.7 393 393 26 48.8 402 47.4 -57.6 47.0 -56.8 -46.5 -53.9 46.0 -53.1 45.6 -542 45.1 -53.4 1 44.7 -52.5 442 -31.6 43.7 -50.8 43.3 49.9 433 453 43.9 43.9 43.4 43.4 429 42.9 424 42.4 420 42.0 41.3 41.5 41.0 41.0 40.5 40.3 40.0 40.0 39.6 39.6 27 492 -60.7 47.8 -58.1 47.3 -572 -46.9 -56A 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 1 -52.9 44.6 -52.0 44.1 -512 43.6 1 -303 45.7 45.7 442 442 43.7 43.7 433 433 42.8 42.8 42.3 42.3 41.8 41.8 413 41.3 40.8 40.8 40.4 40.4 39.9 39.9 • UP- • 2 6 484 -58150 47.7 -37.7 472 -56.8 46.8 -55.9 -463 -55.1 45.8 -542 43.4 -53.3 44.9 -32.4 44.4 -51.6 44.0 -30.7 0 460• 0 • • 44 .6 44.1 44.1 43.6 43.6 43.t 43.1 426 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 • -4.5.9• -0!.6 • •4815• -580 48.0 -58.1 47.6 -572 47.1 -36.3 -46.6 -55.5 462 54.6 45.7 53.7 432 -528 44.8 - 0 -S :1. • • X14,3• 3 44 •41,9• 41.4 44.4 43.9 43.9 43.4 43.4 47.9 42 9 42 4 42 4 41.9 41.9 41.4 41.4 409' � �.? r X905 30 _-50.3 621 - 48.9 3 .4 48.4 -58.5 47.9 -57.6 117.4 -56.8 47.0 -35.9 46.3 -33.0 46.0 -54.1 45.6 -532 • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTI4IENT OF REGULATORY AND ECONOrs-11C RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMIlYISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidaae.aovteconamv Eco Windom 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 D dated 02/12/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the 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 090 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. Codhty, Florida, and . • followed by the expiration date may be displayed in advertising literature. If anypoption of'tl **Nt)A is....% displayed, then it shall be done in its entirety. • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by-tVnufaeg t r* -orr its • distributors and shall be available for inspection at the job site at the request of the 114114" Ofrie l,, : . 0* 00 ; 0* 0 • This NOA revises and renews NOA# 13-0206,03 and consists of this page land evici'encg page§ Ar ,1w-2 ...... and E-3, as well as approval document mentioned above. • • • • • •0 • The submitted documentation was reviewed by Manuel Perez, P.E.0 000 • • • • • • . :0066: MiAMt•DADE COUhITYNOA NQ,.j� x317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2011 r � Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411,3.2.1, and TAS 20294 along with marked—up drawings and installation diagram of an aluminum single hung window, prepated by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, kV. Test Report No. HETI-08 2227, dated 01/15/09, signed and sealed 1;y•0a4.dido e4 ript, P.E. (Submitted under NOA#09-0312.08) • • • • • • 0000 0000 0000 0000 E-1 0000.. 000.00 0000.. 0000. 000000 . 000 00000 .. .. . 0000.. • •Manu ta, P E. 0000. Pfofte=Contr 1 4 ner: • • • • NOA Ng, - 317.01 • • Expiration Date: May 27, 2019 Approval Date: April 10, 2014 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (coNTnnmD) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 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) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted widerNOA#09-03X2.08) 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-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder 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-08-2230A, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Subinitted tinder NOA#09-031.2 08) 9. 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 (�X•a Uminum • horizontal sliding window, prepared by Hurricane Engineering A.Te sting, hag.!, fest Report No. HETI-08-2230B, dated 01/15/09, signed and sealed 6�Candido F, -Font, P.E. 0000 0000 0000 0000 (Submitted under NOA#09 0312.08) E-2 0000.. • 0000.. .06 .00 • • - Wafiu70. P.E. Ars••••• oestl Cont IEiner:....: NOA N7.01 Expiration Date: ga* 27, 2019 Approval Date: April 10, 2014 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS I. Statement letter of conformance, complying with FBC-2010, and of no financial interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 05/02/13 and expiring on 05/27/14. 4odacKontroI ixamker e 90A No. 0-W7.01 " 0 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 0000 . 0000 0000.. 0000.. .0000. sees 0006 . . s 0 . e 0000 0000 0000. . e 0000.. . ... 00000 ss s - ss . 0000.. 0 .� - � .. 0000. 4odacKontroI ixamker e 90A No. 0-W7.01 " 0 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 ;t12; NA74 CORKERS c \2 \ol Dnp x WnO WINDOW WroTH 4' A .080' INTERLAYER 1 1/8' HEAT STREN'D. GLASS _.._'L T_ - II �II 11 11 i I I 1 SETTING BLOCKS AS DISUL LAN. GLASSJt a e NOTCH GLAZING BEAD LEG FALSE m. 31 1/4' I 32 3/4' (SURFACE APPLIED) MAY BE USED O.L. OPG. D.L. OPG. w 3/8' VENT MOTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I/8' HEAT STREWD. GLASS 4W' WTERIAYER \ �BUTAC1TE PVB BY 'OUPONT' r1/8' HEAT STREN'0. GLASS • .QtNitds 80 9 • GE SCSd100B • /8' HEAT STREWD. GLASS .080' INTERLAYER SENTRYGIAS BY 'DUPONT' 1/8' HEAT STREN'D. GLASS SILICONE • • • • DOW CORNING 898 • GE SCS 2000 • SETTING BLOCKS AS DISUL LAN. GLASSJt a h • TO QUALIFY FOR SMALL MILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. -1/8' HEAT STREWD. GLASS S/18' AIR SPACE 1/e HEAT STREN'D. GLASS ,.090' INTERLAYER 1 —A/8E PVB BY V~ r1'HEAT STREWD. GLASS ��/ � � . a Ito • . . ..... . .. • • • • • • • • CARONN. XL GLASS TYI�E '!% • • • •GLASS TYPE •H' R ELC' GLAZING OPTIONS • • • • • • • • • • ••• • • • ••• • • 899 ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING 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 MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 11,31 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MV). 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 BYOND 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 LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.&4. M. PRODULT REVISED av comnlVhOagvlU Ore Florida drawing no. W09-12 FTA PER O'7.J92 CAN.(�4m . SETTING BLOCKS AS DISUL LAN. GLASSJt r I,, y] NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS !1; drawing no. W09-12 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSP (X0. OX OR XX SM) WINDOW DIMS. A W/O REW. WITH RSBJF. GLASS TYPE GIA TYPE SIM TYPE 'A' B' 'C OJT.(-) EXT•(+) INT.(-) EXT•(+) 1M.(-) WIDTH mwE1fTj+) 20-1/2' 3r 53-1/B' 74• 26' (3) 4 70.0 80.0 8DA 90.0 704 80.0 4 70.0 80.0 Bao am 70.0 Boo 6 70.0 80.0 80.0 90.0 70A 80.0 8 70A 80.0 80.0 80.0 70.0 804 26-1/2' 37' 53-1/8" 74" 38-3/8• (3)8 4 70.0 8&0 80A 90.0 70.0 8.0 4 700 800 80.0 90.0 70A 80.0 70.0 BOA 80.0 80.0 70.0 80.0 8 70.0 SMO 80.0 904 70.0 80.0 26-1/2" 3r 53-1/r 74' 50-5/8' (4) 4 70.0 00.0 80.0 00.0 70.0 60.0 4 70.0 80.0 BOA 90.0 70.0 Bao 6 MO 50.0 WA 90.0 70.0 S.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/0• 74' or4 (5) 4 70.0 80A 00.0 90A 70.0 80.0 88.9 778 80.0 WA 70.0 80.0 8 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 30" 48" 80' 72" 24• (2) 4 70.0 80.0 80.0 90A 70.0 80.0 4 70.0 80.0 80.0 90.0 70A 80.0 6 70.0 80A 80.0 90.0 70.0 80.0 6 70.0 80.0 60.0 90A 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 38' 45' 80" 72' 3wB 4 70.0 80.0 8a0 I 90.0 70.0 60.0 _ 4 70.0 80.0 80.0 904 70.0 80.0 7a0 Sao 80.0 90.0 70.0 80.0 6 70.0 S.0 BOA 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48' BO' 72' 41 4 70.0 BOA 80.0 90.0 70.0 80.0 4 704 80.0 80.0 00.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 $0.0 6 70.0 80.0 80.0 90.0 7" 80.0 8 70.0 80.0 80A 90.0 70.0 8" 24' 30' 48' 86" _ 60 (5) 4 70.0 80.0 80.0 90.0 70.0 BOA 4 70.0 80.0 70.0 80.0 8 704 W.0 70.0 80.0 �70.AOSMO 8 70.0 90.0 TGA0A72' B 70.0 87.6 7a0 804 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB A NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A . mm NEW. GIASS TYPE MASS TYPE B. 'C' -) f7R.(+) WL(-) EXG(+) INT.(-) WIDTH HBWiT 74' 109-1/4• 111' Ta) 9 C7.0.01 0 80.0 90.0 70.0 80.0 12 80.0 90.0 70.0 80.0 120 80.0 90.0 70A S.0 74 108-1/4' 111• �3/8.r12 {� 12 70.0 eo o 80.0 904 70.0 00.0 74" 106-1/4' 80.0 90.0 70.0 MO 700 80.0 800 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 BOA74" 111' -5/8'108-1/4" (4) - - BSA 90.0 70.074" 70A 80A 80.0 90.0 70.0 8a0 70.0 804 MO 90.0 70.0 80.0 70.0 80.0 804 90.0 70.0 SMO 74' �• (5) 70.0 70.0 80.0 904 70.0 80.0108-1/4' 70.0 70.0 S.0 82.6 70.0 80.0 70.0 70.0 80.0 80.4 70.0 811.0 72' 84" 99" 108• 24' (2) 9 70.0 8D.O 80.0 904 70.0 904 9 70.0 80.0 80.0 90.0 70.0 WA 12 MO WA !IDA 90.0 704 904 12 70.0 BOA 80.0 90.0 70.0 80.0 72' 84" 99' log" 36• (3) I 97Q 0 BOA 80.0 90.0 70 .0 80.0 9 MO BOA 80.0 90.0 70.0 WA 12 7a0 80.0 604 80.0 70.0 8DA 12 70.0 BOA 90.0 90.0 70.0 80.0 72' 84• 967 1w 48' (4) 9 70.0 80.0 804 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 Bao 80.0 90.0 70.0 MO 12 70.0 BOA 80.0 90.0 70.0 8oA 72' 84" 98" 1o8" 60' (5) 9V7MO 0.0 80A 90.0 $ 90.0 SMO 90.0 EM 120.0 80.0 90.0 11 -0 120.0 1 80A 1 87.8 70A 80.0 A NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/0) (1/2W (1/4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH .XOX' to10 Z P b9 6 1 8h a fill1 d4�9 IL � ygAgy33 A (j Pi vggjj N OoMaT Z 3li 3:a§aw O vo W WT OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: c m >T " •' • • • • •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g < m c •• i i i 'XOX� AN4 FLORIDA BUILDING COMMISSION • 6=0 00 • 00 goo i • i • • DECLARATORY STATEMENT DCA05-DEC-219 Ergn dAVM 91AO PROOUCTRRV136D FIA. PE 782 DnfM WUroPl9rPdn LEFT AND M RT VE" ]p BE OFSEQUAL MASS DLO VOTHS • /kccPtraaeNo • • • • • • • • • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ireli�nmle i • i '�0 00 • i i • • • • FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL f;jt1 ! �4 Bay epr dra•ing no. • • • • • • • • • • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF • • *00 • • • SEE SHEET 4 FOR DETAIL. (f t w09- 2 !✓ Bhaet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) WDIDOW DIMS. W/O HEW. WITH REM 46 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/0) (1/2W (1/4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH .XOX' to10 Z P b9 6 1 8h a fill1 d4�9 IL � ygAgy33 A (j Pi vggjj N OoMaT Z 3li 3:a§aw O vo W WT OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: c m >T " •' • • • • •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g < m c •• i i i 'XOX� AN4 FLORIDA BUILDING COMMISSION • 6=0 00 • 00 goo i • i • • DECLARATORY STATEMENT DCA05-DEC-219 Ergn dAVM 91AO PROOUCTRRV136D FIA. PE 782 DnfM WUroPl9rPdn LEFT AND M RT VE" ]p BE OFSEQUAL MASS DLO VOTHS • /kccPtraaeNo • • • • • • • • • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ireli�nmle i • i '�0 00 • i i • • • • FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL f;jt1 ! �4 Bay epr dra•ing no. • • • • • • • • • • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF • • *00 • • • SEE SHEET 4 FOR DETAIL. (f t w09- 2 !✓ Bhaet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) WDIDOW DIMS. W/O HEW. WITH REM A GUM TYPE GLASS TYPE Mm TYPB 'p 'B' 'C' EXT.(+) INT.(-) EXT:(+) INT.(-) EXT•(+) RTT) WIDTH HEaff 74' 106-1/4' 111 • 2r (3) 9 70.0 8" 80.0 904 70.0 WA 12 70.0 80.0 80.0 SOA 70A 90.0 12 70.0 eo o 80.0 904 70.0 00.0 74" 106-1/4' 38-3/8"r12 (3) 70.0 80A 80.0 90.0 70.0 BOA - - 80.0 90.0 70.0 80.0 - - BSA 90.0 70.074" 50-5/8'70.0 (4) 80.0 804 90A 70.0 80.0 74" 83" (8)704 7GA 80.0 90.0 70.0 80.0 72" 84" 88" 108' 24" (2) 9 70.0 80.0 80.0 90.0 70.0 80A 8 704 80.0 80.0 90.0 70.0 804 12 70.0 80A BOA 904 70.0 BOA 12 70.0 BOA 80.0 90.0 70.0 80.0 72• B4" 98" 108" 30" (3) 9 70.0 80.0 Bao 90.0 70.0 60.0 9 70.0 80.0 80.0 90A 70.0 80.0 12 70A 00A 80.0 90.0 70.0 804 - - 80.0 90.0 70.0 SU 72' 84" 98' (4 70.0 80.0 80.0 90.0 70.0 80.0 70.0 70.0 80.0 90.0 70.0 �12 00A 70.0 704 804 00.0 70.0 80.0 72' (5) 9 70.0 70.0 80.0 40.0 70.0 804 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/0) (1/2W (1/4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH .XOX' to10 Z P b9 6 1 8h a fill1 d4�9 IL � ygAgy33 A (j Pi vggjj N OoMaT Z 3li 3:a§aw O vo W WT OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: c m >T " •' • • • • •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g < m c •• i i i 'XOX� AN4 FLORIDA BUILDING COMMISSION • 6=0 00 • 00 goo i • i • • DECLARATORY STATEMENT DCA05-DEC-219 Ergn dAVM 91AO PROOUCTRRV136D FIA. PE 782 DnfM WUroPl9rPdn LEFT AND M RT VE" ]p BE OFSEQUAL MASS DLO VOTHS • /kccPtraaeNo • • • • • • • • • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ireli�nmle i • i '�0 00 • i i • • • • FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL f;jt1 ! �4 Bay epr dra•ing no. • • • • • • • • • • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF • • *00 • • • SEE SHEET 4 FOR DETAIL. (f t w09- 2 !✓ Bhaet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY APPROVED a UJON ANCHORS WEEPHOLES: W1 = 3/8' X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. • • • • • • • • • • ••• • • • ••• • • ANCHORS V. FOR SPACING PAC= WOOD =AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE a". FOR SPACING 1/4' DTA. TAPCON BY 'TTW (F-120 KSI. FY -92 W /4' DIA. ULTRACON BY 'ELCO' (Fu=m KSI. Fy=15s Hsi) INTO ?BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MMI. PENETRATION INTO WOOD THRU 10Y 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 614 SMS OR SEF 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) #14 SMS OR SELF DRILLING SCREWS (ORADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. IMO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3m0 PSI MR C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. Emgr. JAYAOzm PRODUCTRBVISBA FLA.CA PE 76582 �1yf8�ihe Hoff& CAA 31 ?',`i•;iit: � _ r'I!F`a Wdl, Code Mimi PNEWO tCumrol�' droMng no. W09-12 • • • • • • • • • • 1/4' MAX. 1/4' Tux. SHIM I © O O TYPICAL ANCHORS B FOR SPACING z i7 TYPICAL ANCHORS SEE EIiV. v . FOR SPACING - -- A - - MEW h STRUCTURE --SCREEN OPT. ---- - - - - - •',, g �u M 8 Toy 4 i t 1 STEEL REINFORCINGRE00 4 7!000 BUCKS SEE $WET 2 FOR CAPACRY WINIM WIDTH -• .0 a W XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING U 1/4' MAX. ���1/4' MAX. VENT WIDTH VENT WIDTH SHIMS N O O.L. OPG. O O.L. Om TYPICAL ANWORS I B 7 SEE ELEV. 2 LFMPACING2-5 QQ 17 3Z�� WOOD --- OPT ----- -SCREEN = _ _ _ oma o ----------- b O a o U r w WOOD SfRUCNR 8 17 18Y 4 tt 1 ILL. . STEEL REINFORCING AS REOD. WOOD BUCKS e ° XXTERIOR SEE SHEET 2 FOR CAPACITY .. WINDOW VADTH ° all XDX LAYOUT MM -MADE COUNTY APPROVED MULLION TYPICAL ANCHORS EP SEE SARATE NOA SEE ELEV. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• •• ••• •• • • • • _ - gY •� _ Ertgr: dA M AHMAD PROI)IICF RI3VISLD i thoFTsrlda g • • •. • • FLA PE 70592 CAN. 3938 BaTldiaB Gb�i� : . . . . - - - - `. m �„ ° ►9 a ---6CREEN OPT. • • • • • • ••• • • • • • • J Miami Product i no. drawing 12 09- W91DOW WIDiH WINDOW WIMTH sheat a Ot 7 1 • • • • • • • • • • METALTYPICAL RS STRUCTURE TYPICAL ANCHORS MM—DW COUNTY AAPROV ° EL FOR SPACING SEE EM. FOR SPACING MULLION & MULUON ANCHORS Zr ° ° :.a :. • ; SEE SEPARATE NGA � 0 A" o ALT. gay TYPICAL ANCIiGRS yj SEE 9". FOR SPACING m U i SHOTS ALT. Z v 4' IO I I TYPMAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 4 Vill! 2 � C ALT• • • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTgR an a�rAa PROMJCrPEVMDFlorida i FIA PE/ 5a870582 BBIldtog Cuda t? wccafaeno�' �i'. 9••e•° . • �•' ! � • i. • • • �'�„�� r'� 1, y'/_ �4 ntiem Prodoot drawing no. • i •ii ' • ,'I W09-12 ahaot 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 9 ••• 0 • W4.OJ .715��^^------4 -5 12 11 STEEL REINFORCING 1 51e� y .130 .7,9 .045 9D3 .Bgg.805 ,.847 11.04-1 n GLAZING BEADS 6a VENT TOP/BOTTOM RAIL O FRAME HEAD U JAMB ME 2.063- 12w - I. 0831.260,•, 1.39G .ase LIZ"— (7 MEETING RAIL FRAME SILL 2.1 as —^� 1.314 280 1.422 .340 .312 �9e1.202 .082 A82 1.378 SILL TmK © FIXED MTG. RAIL 1.157 ... . . . JW .. FY201 1 FRAME HEAD 6083-T6 2 FY202 1 • ... - _- ROSO t.•• 1 SRL TRACK WSERT 6083-T6 - •.• •• -- - -- - - -- 2.688 • • • • • i .SOU 709 ,�4 • • • • ,gyp • • • • • • • • • 2811 t.ea7 ,AN MOV. FRAME JAMB Q6 FIXED FRAME JAMB ® FLUSH FRAME ADAPTER ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOM PAST B QUANTITY DESCRW710N MATERIL MANP./SUPPLIER/REMARd3 1 FY201 1 FRAME HEAD 6083-T6 2 FY202 1 FRAME SILL 8063 T6 - _- 3 FY203 1 SRL TRACK WSERT 6083-T6 - 4 FY205 AS REOD. MOV. FRAME JAMB 6OS3-T6 - 5 mot AS REOM FD3ED FRAME JAMB 6963-116 a FY104 1/ VENT FD(ED MTG. RAO. 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - a FY206 1/ VENT JAMB SOLE 6063-T6 - 6 FY107 2/ VENT TOP AND BOTTOM RAO. 6063-76 - ,0 FY10S AS READ. GLAZING BEAD (IAM. GLASS) 6063-T6 - I- FY710 AS RE00. GLAZING BEAD (INSTIL. LAM. MASS) 6063 -TS - 11 - AS REM REUODRCM BAR STEEL - 12 - AS RECD. REINFORCING LIAR STEEL - 13 FY204 AS RTEOD. ADD-ON SIL RISER 6063 -TG USE AS REOD. 14 raw 4/ VENT ROLLER HOUSING & GIME CELCON 15 FY208 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 Ba X 1' AS REDO. FRAME/VENT ASSEIASLY SCREWS CIS P.H. SMS 1a Be X 3" 2/ VENT FOL RAIL SILL SCREWS (SILL END) CRS P.H. SMS 18 W231a1 AS READ. FIN SEAL W'SII6PPING - I ULTRAFAB 20 0=190 AS REOD. BULB SEAL O -LOM SCHLEGEL 21 E207 AS READ. &ILB SEAL SANTOPRENE ULTRAFAS, DUROMETER 6535 22 E203 AS REDO. GIAZM BEAD 8309 SANTOPRENE ULTRAFAB, OUROMEIER 6535 23 FLB-50 AS REOD. CLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASS= 25 #8 X 1/W 2/ LATCH LATCH INST, SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE I PREFERRED ENG. PRODUCTS 27 - 1/ VLM 5/16" BOX SCREEN lopnON& 28 FY120 - FLUSH FRAME ADAPTER 6063-T8 OPTIONAL 26 2/ LTTE SETTING BLOCK EPDM I MMMETER 7535 SHORE A y PRODUCP RRVIBHD CAAOft 76767.692 " I � wL16 LGe Fladda DuL t.:A . 4By rr�' SS:i�J: Uig drawing no. W09-12 N 0 Lt�uj N U FRAME TOP CORNER 7R 10 VENT TOP/BOTFOM CORNERS P � wa o0 17 �r rp M N Z� O `r o 0 is is .. • • • • • � �Ca Wvt1 Engr JA"MO A"4" PRODUCT nwsl D 43 a& e9camplybtgNdihtimFiOrtda i' • • • • • FRAME BOTTOM CORNER PE • • • • • • • �_.., wl talion Date � '� � � • ,�tt, .fl�,.l6+1"t Mi Product dravnn tto. • • t• t ••• ••• ••• COME i t Coauyl' 9 �;,. , ( w09-12 FIXED MTG. RAIL R v sheet 7 of 7 ••• • a • • ••• • • • i. •• • i • i• •• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217347 Permit Number: WS -8-14-1711 Scheduled Inspection Date: September 11, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GOLDSMITH, PETER Work Classification: Window/Door Replacement Job Address: 141 NW 96 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: FLORIDA SOLAR & AIR INC aunamg uepartment comments WINDOW CHANGE OUT Phone Number Parcel Number 1131010250110 INSPECTOR COMMENTS False Phone: (305)428-2555 September 10, 2014 For Inspections please call: (305)762-4949 page 14 of 31 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 10, 2014 For Inspections please call: (305)762-4949 page 14 of 31