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WS-15-2066 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243706 Permit Number: W$-8-15-2066 Scheduled Inspection Date: October 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LLC, CID 1050 Work Classification: Door Replacement Job Address: 1050 NE 91 Terrace Miami Shores, FL Phone Number (305)586-6050 Parcel Number 1132050010340 Project: <NONE> Contractor: AGNEW CONSTRUCTION COMPANY Phone: (954)549-3491 Building Department Comments INSTALL 2 IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-241464. k-4 Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 14,2015 For Inspections please call: (305)762-4949 Page 8 of 44 S�`9Ks L4 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 t; w Phone: (305)795-2204 � e Expiration: 02/16/2016 Project Address Parcel Number Applicant 1050 NE 91 Terrace 1132050010340 CID 1050 LLC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CID 1050 LLC 10 NW 2 Street (305)586-6050 MIAMI FL 33128- 10 NW 2 Street MIAMI FL 33128- Contractor(s) Phone Cell Phone Valuation: $ 8,731.00 AGNEW CONSTRUCTION COMPANY (954)292-8275 Total Sq Feet: 176.4 Type of Work:INSTALL 2 IMPACT DOORS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-8-15-56727 DBPR Fee $2.00 08/14/2015 Check#:2522 $50.00 $97.40 DCA Fee $2.00 Education Surcharge $1.80 08/20/2015 Credit Card $97.40 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $147.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: certi at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon ut o , I authorize the above-named contractor to do the work stated. August 20, 2015 i Authorized Sig :Owner / Applicant / Contractor / Agent Date Building D partment Copy August 20,2015 1 Miami Shores Village �;c -r Building Department AUG 14 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 TO, (305)795.7204 Fax: (305)756.8972 BY: INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20ky BUILDING Pei-wit No- _ PERMIT APPLICATION Master Permit No. GAS Permit Type: BULDING ROOFING JOB-A-DDRESS: 1050 NE 91st Terrace Citv: Miami Shores County: Miami Dade Zip: 33138 Folio.Parccl4: 11-3205-001-0340 Is the Building HistoricallyDesiguated: Yes NO�_ r Flood Zone: OWNER:Namc(Fee Simple Titleholder):CID 1050,LLC Phvnei!:305.218.3474 Addreys:1050 NE 91st Terrace City: Miami Shores State: FL Zip: 33138 Tenant/Ussue Name: Phone#: Finai7: mporto75@me.com CON7RACTOP- Company Name: Agnew Construction Company phoned: 954.292.2875 Address: 7500 Hood Street Citv: Hollywood State: FL Zip. 33024 Qualifier Name: Glenn Scott Agnew Phoned: State Certification or Registration t,: _Certificate of Competency#.-CGC1505679 Cantacl Flione#: Email Address. info@maximumshutters.com DESIGNER: ArchitecVEngineer: Phone#: 731 Value of Work for this Permit: $8 square/Linear Footage of Work: 176.4 Type of Work: ❑Addition ❑Alteration 11NTew ❑RepairtReplace ❑Demolition Description of AVitork::Dnst al I a 2h0QLC+ 00CLS Color flint tile.- Submittal ile:Submittal Fee$ Permit Fee$ CCF$ MCC 5 Scanning Fee S Radon Fee S _._T_ DBPR$ Bond$ rotary$ Training/Education Fee S_ Technology Fee S Double Fee S Structural Review S TOTAL FEE NOW DUE�+ Bonding Company's )game(if applicable) _..-.—.-- Bonding Company's Address City Slate ----------------------------- Zip Mortgage Lender's Nanie(il-applicable) Mortgage Lender's Addresscity State State a�ip Application is hereby made to obtain a pennit to do the vvorlc and installations as indicated. I ccrtiry that 110 work or installation has commenced prior to the issuance of a permit and that all woric will be performed to meet [he standards of all latus regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, VVEL S,POOLS,FURNACES,BOILERS,HE.&TERS,"TANKS and AIR CONDITIONERS.LTC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurare and that all work will be done in compliance with all applicable laws regulating and zonutg. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMt MENCEMENT 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 Applicum: As a Lvndition to the isstta?Ice of a btaldiing pen7nt71 with an e.4thnerted uvlll!' '" "2500, the appliccnnt rntrst pronnbw in gond faith that u copy of the notice of cotutnencenlent and CDnsly-1.0011 diet �rurhrtre w, e delivered to the person wha,se piwperhC is sirl7 Lcr to attachment. Also, a certified copy of the recorded not' of coinin tcetttent rust be posted at the job site fo• the first inspection which occurs srn�en (7) da}>s after the budding 1.wrwir icsttecl. In tc absen such posted notice, the inspection will not be uppro-ed and a rehispection fee will be charged. Signatureul - Signaw Owner or Agent Conk ctor The foregoing instrument was acknowledged before me this 30 The forcgoing r . tanent was ac wledged b re me this, C) day ufjtkt're_ ,?a 1�,by�2►�n►'yG1 .I�1 Cid day oraul'1 f' — I't nn 1-lC�{��'W who is personally known to me or who has produced 0�_ whn is personally kttown to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 5ig7n. 4�1� Sign- 1W ign 1 Prin : a C Pri t: l `" JACLYN LEE PRISCAK '!4;. ACLYN LEE PRISCAK Vi v Commission Exp' a �: My Commission E' MY COMMISSION#EE203337 -� MY COMMISSION#EE203337 9, •?•o, EXPIRES May 29 2016EXPIRES May 29 2016 (407)3980153 FlonaaN<Hary$ervjce cam (407)39&0153 FWidaNgaryService com w;V'«,.��r�y�r.r•}.Y$1Il1F1Y'I!'tf . . .. . .... .. . — . ......::: •x::...:-A�:9:::YN:•Y.-.L!::::Y:LL4:=tW:drkit9eWshYYPdr Y4ild•9C*i's�r-:;ti;;t�':.t�.�;�.s...._e.��;�..��.q. APPROVED BY Plans Examiner • _.-__--- Gonna Structural Review Cleric (Revised 5?'C30129Revi+ed7/10i2007) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 4 CONSTRUCTION INDUSTRY LICENSING BOARD (8501487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 AGNEW,GLENN SCOTT AGNEW CONSTRUCTfON COMPANY 7540 HOOD STREET HOLLYWOOD FL 33024 Congratulations! With this license you become rine of the nearly one million Floridians b the Department of Business and o dians Iicer�sed y p Professional Regulation. Our professionals and businesses range STATE OF F' ORl aA from archar rtects to vacht brokers,from boxers to barbeque restaaurgrnts, 5 DEPARTMENT OF BUSINESS r�• 1Ca and they keep Florida s economy strong. PROFESSIONAL REGULAT,ONN Every day we work to improve the way we do business in order to CGC1505679 tSSUED: 09 29120,14 sarin you better_ For information about our services, please log onto www.myflotridelicens+e com. There you can find more information CERTIFIED GENERAL GON TRACTOR abort our divisions and:the regulations that impact you,subscrloe AGNEW.GLENNN SCtOTT to department newsletters and learn more about the Department's AGNEW CONSTRUCTION-COMPANY initiatives. Our mission at the Department is: license Efficientty, Regulate Fairly. We constantly strive to serve you better so tnet you can serve your customers. Thank you for doing business in Florida, i s G c R T t F l F. and Congratulations on your new license! E�0 allCIIWl A,JG Y DETACH HERE RICK.SCOTT GOVERNOR KEN; '_AP1 SC'N Si'- RE f 1 STATE;OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING aOARD r s�`. C C1 05&r19 1 ", The GENERAL 11"'ONTRACTOR Names!below IS CERTIFIED Under the provisions of Chapter 489 FS, Expiration slate. AUG 31, 2016 AGNEW, GLENN SCO17 lW . AGNEW 0ONSTRUCT104 t tvIPANY ' 75CO HOOD aTREEF HOLLYWOob FL�33024 .n« ,r-n wwiwwrr.. . M.t(ti!"il All Al nr/'k=nnr "I I .fin, 'BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: T n Receipt#:180- 5 1 CONTRACTOR !GENERAL Business Name: AGNEW CONSTRUCTTO?� COMPANY Business Type:CONTRACTOR) RACTOR) Owner Name:GLENN SCOTT AGNEW Business Opened:o3/21/2002 Business Location:7500 HOOD ST State/County/Cert/Reg:CGc1505679 HOLLYWOOD Exemption Code: Business Phone: 954-961-8014 Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee I NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 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 changed 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 local laws and regulations. Mailing Address: AGNEW CONSTRUCT TON COMPANY Receipt #13B-14-00000024 7500 HOOD ST Paid 10/01/2014 29.70 HOLLYWOOD, FL 33024 2014 - 2015 ''C40REP CERTIFICATE OF LIABILITY INSURANCE 1/9/2015 ) 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 lieu of such endorsement(s). PRODUCER CONTACT Laura Pomeroy y Comegys Insurance Agency PHONE (727)521-2100 N No:(727)528-0626 ADDRESS:laurap@ comegys.com One Beach Drive S. E. Ste. 230 INSURERS AFFORDING COVERAGE NAIC# Saint Petersburg FL 33701 INSURER AMid-Continent Casualty 3148 INSURED INSURER B: Agnew Plastering, Inc. , DBA: Agnew INSURER C: Construction Company INSURERD: 7500 flood StINSURER E: Hollywood FL 33024 INSURER F: COVERAGES CERTIFICATE NUMBER:14/15 GL 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 TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 100,000 A I CLAIMS-MADE Fx-]OCCUR 04GL000919336 2/29/2014 2/29/2015 MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY F PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per acc dent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU-TORY LIMITS OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Contractor License Number - CGC1505679 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Paul Smet/JENNIF ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS095 nnlnns)m Tha Ar nDn norma mnri Inn^mra ranicf-I mmr4c of Arnon qC j ti` 'aS.a Wp g 04 M �s JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "*CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW x CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 10/1512014 EXPIRATION DATE: 10/14/2016 PERSON: AGNEW GLENN S FEIN: 412042507 BUSINESS NAME AND ADDRESS: AGNEW PILASTERING INC AGNEW CONSTRUCTION �bWdPh1c��3YD ST HOLLYWOOD FL 33024 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 41,.05;i4..F 5 a ,cFr a o :3nptco from t i s.tamer hy'i.lrig a ceiti irat>of 9I2_trn unlr ,r r,vr:-tioe Oct roc .er,�n.aprts .i .,<n cnv,i,i,r.ucdr r Yhw chair[. FS ,t the, oo x. La;ncss a frad_Ls ey o i th-.9 not,:o Ir..,.,e exe_r%,,t Pwsuant to ti apta 44:'C)5,13), 7_,1,ofi,es ol it)ne se n„tanc`_a.rr`wate,a of-<e:.;io,in Do .sN,i,ix,sut.k.-t at any trcne after'.hc f..':ng of tno none,.,.,r the issuance of tha cerflicate, ,ho(:.rte, Cyan,,„1,is of,err „rah n,” I:..r4gc._ ic_.'.s f f r,i,.,e_t,on for is_uance of a ctmif cote rhe department shall a OFS-172-MC-252 C:ERTIFICA rE.OF E.I.E.C1 I ON TO BE EXEMPT REVISED 07-12 QUESTIONS?{8501413-1609 5hvnrs. Riau ..... Miami Shores Village � Iva 0 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — workers' compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes, Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations; and 3 The corporation• rp anon is registered and listed as active with the Florida Department of State Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS_ Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge`before me this I Q day of i�U qU Si ,20 I S . By g ,rCtr1U��y CIC{ who is personally known to me or has produced as identification. Notary SEAL: ;Yoi JACLYN LEE PRISCAK MY COMMISSION#EE203337 5'P EXPIRES May 29 2016 (407j 398.0153 Florda AGN ConWuction Company Glenn Scott Agnew, President 7500 Hood Street, Hollywood FL 33024 (954)292-2875 agnew756@aol.com August 13th 2015 State of Florida County of Broward Before me this day personally appeared Glenn Scott Agnew who, being duly sworn, deposes and says: That he will be the only person working on the project at: 1050 NE 91St Terrace, Miami Shores FL 33138. Sworn to and subscribed before me this 13th day of August 2015, by Glenn Scott Agnew. Personally Known X OR Produced Identification Type of Identification Produced 4 �. Print, Type or Stamp Name of Notary JACLYN LEE PRISCAK MY COMMISSION#EE203337 EXPIRES May 29 2016 (407)398fi153 FloridallotaryService GOm 6/25/2015 Property Such Application-Miami-Dade Courtr OFFI'CE OF THE PROPERTY APPRAISER Summary Report Generated On:6/25/2015 Property Information Folio: 11-3205-001-0340 Property Address: 1050 NE 91 TER Owner CID 1050 LLC 10 NW 2 ST Mailing Address MIAMI ,FL 33128 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 41610 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,834 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1958 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $50,0001 $50,000 Land Value $285,750 $253,500 $171,000 Taxable Value $508,630 $343,748 $337,930 Building Value $203,612 $198,613 $198,613 School Board XF Value $19,268 $19,283 $19,298 Exemption Value $0 $25,000 $25,000 Market Value $508,630 $471,396 $388,911 Taxable Value $508,630 $368,748 $362,930 Assessed Value $508,630 $393,748 $387,930 City $0 $50,000 $50,000 Exemption Value Benefits Information Taxable Value . $50§,630 748 ....$3:7,930 Benefit Type 2015 2014 2013 Regional •• • •• • • Save Our Homes Cap Assessment Reduction $77,648 $981 Exemption Value �'�: $0 " $30,000 0 0 0 Q$4jo'000 Homestead Exemption $25,000 $25,000 Taxable Value .$,59$1630 $3.43,748 •••9087,930 Second Homestead Exemption $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales information •••••• •••• ••••• Board,City,Regional). [12122/2014 ious Price OR Boo0 0 QuaGfioation Descriptiwt Page• • • ' Short Legal Description $737,500 29445-4233 Qwal by ex';hi'dPNedgone s 5534201 10!15/2011 $100 27897-4325 CoRectivebtsx VP FCD;min • WATERSEDGE PB 9-141 1 consideration• • LOT 8&W112 LOT 9 BLK 2 03/0112004 $0 22188-2138 Qual by exam of deed LOT SIZE 75.000 X 125 04101/2002 $390,000 20337-2054 2008 and prior year sales;Qual by exam of deed OR 20337-2054 04 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami�Dade County assumes no liability,see full disclaimer and User Agreement at http://www.rriamidade.gov/info/disclaimer.asp Version: &25J2015 Detail by Entity Name Detail by Entity Name Florida Limited Liability Company CID 1050, L.L.C. Filing Information Document Number L14000179795 FEI/EIN Number NONE Date Filed 11/20/2014 Effective Date 11/19/2014 State FL Status ACTIVE Princia II Ams 10 NW 2ND STREET MIAMI, FL 33128 Mailing Address 10 NW 2ND STREET MIAMI, FL 33128 Registered Agent Name & Address STRACUZZI, H. LAWRENCE 18205 BISCAYNE BLVD . . .... ...... SUITE 2205 AVENTURA, FL 33160 ...... .. . ...... Au horized Persons) Detail """ .... . ..... Name &Address ' ...... .... ..... .. .. .... ...... Title MGR . . . . ...... CID, BERANGELY ` 10 NW 2ND STREET ' MIAMI, FL 33128 Annual Reports No Annual Reports Filed Document Images 11/20/2014 Florida Limited Liability View image in PDF format ... 1!2 rr,RacjdtnetailjnwirvtvDe=EnUtVNameBddirectionType=lritial&searchNameOrder=CiD1050%2O.140 CFN 2f_-115R0523410 NOTICE OF COMMENCEMENT DR BI~ 29737 Ps 460 (lPss) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 0&'13/2 15 12-18:56 HARVEY RUVINE CLERK OF (:Clilii`T MIf-5l'Y-DADE COUNTY1 FLORIDA PERMIT NO. TAX FOLIO NO. 11-3205-001-0340 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 provided in this Notice of Commencement. Space above reserved for use of recording office 1. l description of property and street/address: 1050 NE 91St Terrace Miami Shores FL 33138 Ctersedge 2. Description of improvement:T'1Sta I 1 Syn pac i- b60'r3 3. Owner(s)name and address: CID 1050 LLC 1050 NE 91st Terrace Miami Shores FL 33138 Interest in property: n V Name and address of fee simple titleholder: 4.Contractor's name, address and phone number: Agnew Construction Co=aM ' 7500 Hood Street Holl3nmood, FL 3302 - 954.839.0037 9 5.Surety:(Payment bond required by owner from contractor, if any) • Name, address and phone number: Amount of bond$ o 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided Iky o Section 713.13(1)(a)7.,Florida Statutes, Name, address and phone number: t5 I 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in 713.13(1)(b),Florida Statutes. ". Co jj Name, address and phone number: AIR o 9. Expiration date of this Notice of Commencement: One expiration date is 1 year from the date of recording unless a different do" ifi ) �A WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CDMI4LjtVEMENTAI4'E LIZ IMPROPERPAYMENTS UNDER CHAPTER 713, PART 1,SECTION 713.13. FLORIDA STATUTES,AND CAN RESWkT ftYOUR PAWN ICE F IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTjQ jHE J019 SA E•T FIRST INSPECTION.IF YOU INTEND TO OBTAIN-FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMM OR RECORDING YOUR NOTICE OF COMMENCEMENT. 000000 0000• 'Qj 0000 • T •,� :� • Sig s r Ow r(s) Authorized Officer/Director/Partner/Manager '0000' 0 '� " •' •i. ' By By0000.0 ..:00' Print N e D 1050. LL Print Name 090 Title/Office Title/Office Vo:*: • •' STATE OF FLORIDA : : • • *Geese 0000•• COUNTY OF MIAMI-DADE • • • G, • • Th oregoing instrument as acknowledged before me this day ot YI •••• •: • J 0 00.0 • • By Y 1 •• • ❑Individuall , r as n for I ❑Personally known,or a-produced the following type of ide ication: Signature of Notary Public: Print Name: MC&4n 1 (SEAL) VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES ,:� •.; JACLYN LEE PRISCAK Under penalties of perjury, I declare that I have read the foregoing and =+� �' that the facts stated in it are true,to the best of my knowledge and belief. MY COMMISSION#EE203337 af; EXPIRES May 29 2016 Signatu s)o )or nero s A thorized Officer/Director/Partner/Manager g3above:FlordaN0u8ryservrceMM By BY 123.01-52 PAGE 3 11/07 my LICENSEimrss meo"t i si x COTT • ' 3�i� ea r P° 15NoC.REs G� ,.,. Miami shores Village Building Department PZOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Agnew Construction Company BUSINESS ADDRESS: 7500 Hood Street CITYHollywood STATEFL Zlp33024 BUSINESS PHONE: (954 ) 292-2875 FAX NUMBER( ) CELL PHONE (954 ) 292-2875 QUALIFIER'S NAME: Glenn Scott Agnew QUALIFIER'S LIC NUMBER:CGO — 2—t "-15' -3M 0 .. .. . . . .. .. . 1 MrcF nwsevtFrs=wv d DD'n 188 V2 80 • • • • • • • • • • ••• • • • • ••• (impact Wo�OocX1; 7_ mvwR'Y'rtEAE-vPrmwtaDow* 96 x80 (lmpac€SGD)M COPY AUG 142015i .. . . .. ... .. 2 CO N 1 - c © D I a m 0 Z co o :i, v z -�+ co OM 0 G J ch O --1 +. v _ f Fron+ a o0c>lo- o rn M n s CD z 0 ZU) V O N d 2 m D 6 rTj 7 -n m r 0 fAPYRgM FTEMPEIT.LDY NOT TO SCALE M ��\ 1 1`IYI J aM 1 Aug 05,2015 VIDE DE8CR1IT10N: 1VV �,/K// T Site Plan . PAGE: OF� 1 06/30/2015-2:51 pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPSI4-400 SeriesC"Curr•nt).drg--* •. -•• -i-- 5th ED. FLORIDA BUILDING CODE (2014) 8s A4qfi #( "ANSA; Window and Door Design Form Opening Design loads Opening design Product Square Wind pressure{Chart) Approval Product No Width Height Footage *Zone POS NEG POS NEG Approval# Comments 1q `13. 55• 80 - 14 3 4 5 6 0000.. 90 6 0.000. 10.6.6 .. . ••;•• •••• *Zone•31s"icy opening within the corner distance from any corner. ' 6..6 01COMOr alp" ce is .4 x mean roof height or.10 x width, but not less than 3' .8069. 0000 0000.. 4 8/512015 Florida Building Code Online *„s BCIS Home ?. Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ;, FBC Staff j BCIS Site Map Links Search '.. Busines Frofessia� Product Approval J USER: Public User gIrnRegulation �A!!!!R!i'9lAIlItI�lfAll�tl�11AI■ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14605-R3 Application Type Revision Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard ���• thoard@easternmetal.com • • Technical Representative Timothy J. Hoard • ' ' • •••••• •• • •••••• Address/Phone/Email 10030 Bavaria Road • Fort Myers, FL 33913 (800) 432-2204 Ext 4314 "" '00000• thoard@easternmetal.com •••• • • • •••••• •••• ••••• Quality Assurance Representative " '• •• •• ••• Address/Phone/Email • • • ' Category Exterior Doors • ' ' • ••• • • Subcategory Sliding Exterior Door Assemblies '•• Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floridatKilding.orgtpr/pr app M.aspx?param=wGEVXQwtDgsw8ZVNfe8A7UJNIxUeoVL.gZwlP7Oh4gAZUXBJFTZyjEA%3d%3d 1/5 8J5/2015 Florida Building Code ONine Product Approval Method Method 1 Option A Date Submitted 07/11/2015 Date Validated 07/23/2015 Summary of Products ........................................................_.......__................... .....__........................_.._..................................._....._....._......_...............................i....._...._....._....._.__...._......_.._.................._..._.........._...._..................__..................__...._......... .........-.................._...................... ................_ FL# Model,Number or Name i Description 14605.1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD j 'Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NI006120.01-R2-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +60.0/-60.0 Installation Instructions Other: Maximum 3 Panel, Multi-Track, Bypass FL14605 R3 II 08-02675.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports d FL14605 R3 AE 513450. f [( P Created by Independent Third Party: Yes ..........__..........__.............._._.__.....__....._.._........_._......_..._._..........._.._._......_._.. .._._._............ -....._...._....._.._.._.............._.........._......... ..._.__............._... _._....................__...._..............._........_.. -_.._....._..- 14605.2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NI006119.01-R2-sianed.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +80.0/-80.0 Installation Instructions •••• Other: Maximum 4 Panel, Multi-Track, Bypass ( FL14605 R3 II 08-0269,1.pd • •a a••• •••••• Verified By: Luis R. LorAa%P.� 62514 •• • Created by Independent third arty: `hes • • • ! Evaluation Reports ••• •• •• • ••••••j FL14605 R3 AE 5134661@W*•• • • •' aaaaaa; _......................................................_. Created by Independent ZFyrfiaParty: Yes • • • _........__........._................ a.♦.a..a.a..a__..__...............__.......__......_._...i 14605.3 ............]. .Oa Series 623 Impact Vinyl SGD Series 623 Impact Vinyl aSP •• a••a ••:•••1 _...__................__...........__......__...................... ..........._......_........ ._...........- .._..................._.._........_............................_......................_...._....._........_._......._.._.....__.................._.........._......._... •............_.. _.....__.._......_._.......� Limits of Use Certification Agency C"fleate •••• ••••;•{ Approved for use in HVHZ: No FL14605 R3 C CAC NIO611&"1iDF • •• Approved for use outside HVHZ: Yes j Quality Assurance Conitact•EiCpiraticyi Date ••a a•a Impact Resistant:Yes 05/31/2016 •••••• • Design Pressure: +50.0/-50.0 [Installation Instructio4 ••• • •••••• Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2-Track FL14605 R3 II 08-01671R.pdf • •• ;•; • • Verified By: Luis R. Lomas, P.E. 62514 •• • Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 512351A.odf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF j FL14605 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes _._._.._.._._...__._._._..........................._..............._............_.._........ _..............._._................_......_........_..__.................._._....................._._._............................_.._..__..__........_.. __.............................._._.... 14605.4 {Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD _.............._.__..........._.........._.......__..................c.....-__....._..........................__......................................... ---__.._ -.___........._............_.._.................... ._..._._.__..._..................... __...... ...._..._._.........._.._.._._......_ .............._..._._............... I Limits of Use f Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NI011134.01.PDF ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2016 1 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 192" x 96"4 Panel Bypass, 2-Track FL14605 R3 II 08-01670A.Ddf Verified By: Luis R. lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 512350A.{�df FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF FL14605 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes 14605.5 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate i i Approved for use in HVHZ: No FL14605 R3 C CAC NI011134.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 04/30/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2-Track FL14605 R3 II 08-01673A.odf s Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes https://floridabLAIding.org/pr/pr_ppp dM.aspx?pwam=wGEVXQwtdgsw8ZVNfa&47UJNIxUeoVLgZw1P7Oh4gAZUXBJFTZyjEA%3d%3d 215 815QQ15 Florida Building Code Online Evaluation Reports FL14605 R3 AE 512353A.pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF I Created by Independent Third Party: Yes -.................__._........._........_.. ..._....... _ _ ....._.._._......_...._..........._._.__.._._........._.._.. _......_._........ ............... ......_._.._....._..._..._...__..�._....._._. _...._.__._._......... 14605.6 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NI011134.03-R2-siianed.odf j [ Approved for use outside HVHZ:Yes ! pp Quality Assurance Contract Expiration Date � Impact Resistant: No 04/30/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 192" x 96" 4 Panel Bypass, 2-Track FL14605 R3 II 08-01672A.12df Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 512352A.odf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party: Yes ................_.......................... ._......._..._.._._...._......................._... __..................—.__._._......P_......................_._ _ _........_ _...................._._...__ ... --....._.. - _...._...... .............................._............._i 14605.7 Series FD8100 Impact Aluminum Series FD8100 ImP act Aluminum SGD SGD Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL14605 R3 C CAC NI009021.01-R2-signed.�df Approved for use outside HVHZ:Yes FL14605 R3 C CAC NI009416.02-Rl.odf Impact Resistant:Yes FL14605 R3 C CAC NI009416.03-Rl.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See drawing for Design Pressures. Maximum 4 06/30/2016 Panels, Multi-Track, Bypass Installation Instructions FL14605 R3 II 08-02673.odf i Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513448.odf • ••• FL14605 R3 AE NOA 14-042 .16 Safle*►If 4DF •••••• Created by Independent J-6h arty: Yes• • •• .___.........._.._.._.........................._......_._......................_ .. .. .. ... .. ........ ....._.__..___...............0_.._.....+....._•--._.........____........_._.....•.......... i .......__•.t.•.r. .+..........._................�J.......•........._....._.._._...A R..R.A_A... 14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact AjL"iDijrq SGD • • SGD ••••• • i • Limits of Use Certification Agency Certtafe :•• •+ ••••• Approved for use in HVHZ:Yes FL14605 R3 C CAC NIQ( p2 .p1 R2 sigrl,Iyif ••:••+ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes i 05/31/2021 •• �' •+•• •• + •, Design Pressure: +90/-90 Installation Instruction!••• • •• Other: Maximum 5 Panels, Multi-Track, Bypass, with and FL14605 R3 II 08-0267•a.pd? • • + •••••• without Pockets. Verified By: Luis R. Lorrjas, PJE. 62518;•• •• • • j Created by IndependentaTh0t Party: Yej ••••• Evaluation Reports •0 • • • • FL14605 R3 AE 513449.odf •• FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF i Created by Independent Third Party: Yes _...........__.. €............._.._ .._..._.............._......_.................. _.... ....................._................... _.... _._........__.......__...__..__.._._.... -._.__........._..._....i 14605.9SE eries FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg SGD 135deg ...........__ .........._...................................._... ................._.._...._................._............._..._.._..... ._.._ ._......_....._..........._.... _...... .........._.._..........._............._._.................. __....._.._..................._._. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI010632-R4-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2020 Design Pressure: +50/-50 Installation Instructions j Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg. FL14605 R3 II 08-02669.pdf Corner, with and without pockets. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513444.odf FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes _._...._..........._............._........................__......................... ................_.__.. - ............_._......._.._._ 14605.10 (Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135de or 90de [ p p 9 9 [SGD 135deg or 90deg - .._.........._....._..._._.. _.__ ..................___.........._._..___.__.._.........._...................__.__ ......... ............_.............._.__..__._........_._ _ _.__.......- Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL14605 R3 C CAC NI009044.01-R5-signed.pdf Approved for use outside HVHZ:Yes FL14605 R3 C CAC NI009044.02-R1-signed.pdf Impact Resistant:Yes ( FL14605 R3 C CAC NI009044.03-R1-signed.odf Design Pressure: N/A FL14605 R3 C CAC NI010632.01-R2-signed.Ddf Other: See Drawing for Design Pressures. Maximum 8 FL14605 R3 C CAC NI010632.02-Rl-signed.pdf Panels, Multi-Track, Bypass, 135deg Corner, 90deg. Corner FL14605 R3 C CAC NI010632-114-sioned.odf with and without Pockets. Insulated Impact or Impact Only I Quality Assurance Contract Expiration Date Glass ! 05/31/2020 Installation Instructions j FL14605 R3 II 08-02732.pd i https:/tfloridabLilding.org/pr/pr app dtl.aspx?param=wGE\XQwtDgsw8ZVNfeBA7UJNIxUeoVLgZwlP7OtAgAZUXBJFTZyjEA%3d%3d 315 8/5/2015 Florida Building Code Ovine Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513516.pddf FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes _......__....................._-..__._.._..............__..... ..__..... ._..._.................... ....................................................... ._................................ ._._............................. ............--_----___.......... ........-----..................... ...................---.............. __..... _................. _._......... ............................ ....... ............ ........ .._..............__............_........ 14605.11 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 90deg SGD 90deg ..._.._._..._._.._.-...._..............._............._..........._._........ ......................__._........_.__....._..._................_....._....._........ .._...._._....... ......... ....... .___....... _ .._.._.._ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NIO09044.01-R5-signed.odf Approved for use outside HVHZ: Yes FL14605 R3 C CAC NI009044.01-R6-signed.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 05/31/2020 Other: Maximum 8 Panels, Multi-Track, Bypass, 90deg. Installation Instructions Corner, with and without pockets. FL14605 R3 II 08-02670.r�df Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513445.r)df FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.12 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD with 5'0 Panels ISGD with 5'O Panels I -............._._._..---._. ...... ...................... . ...... _._.............._..---_.-.__..._......................_. -_.___-_ __........_..._.............._...._........ ..._ . ........_.....i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NIO09416 06-R2-signed.pdf Approved for use outside HVHZ: Yes FL14605 R3 C CAC NIO09416.04-Rl.odf Impact Resistant:Yes FL14605 R3 C CAC NIO09416.05-Rl.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See drawing for Design Pressure. Maximum 4 Panels, 05/31/2016 j Multi-Track, Bypass with 5'0 Panels Installation Instructions E FL14605 R3 II 08-02672.odf • •• Verified By: Luis R. Loreas, F1*E. 625140015+• •••• • Created by IndependentT{�itd party: Yah• • + 15 Evaluation Reports • • • •• FL14605 R3 AE 51344.[04.0 +• • ••+0 FL14605 R3 AE NOA 14-ttl:?15 075 Sea Storm.PD�i••••• ( FL14605 R3 AE NOA 14-C4131.16 Safl HP. DF • • Created by Independen Thyme arty: 2s ••�•�•I .................................__.............................................................................-..._._.............._........_...—._._..._._...._.___..__........__._..... ...........__........__.._........ ..............._....... . _.. .. __� •.�..... 14605.13 Series FD8100 Non-Impact Series FD8100 Non-Impiw%Lm inum SrA• 09000:1 Aluminum SGD • 0� Limits of Use Certification Agency CQtificabe • + 0•••••I Approved for use in HVHZ: No FL14605 R3 C CAC NIQ9021_02-R2.o1l�0••• • • Approved for use outside HVHZ:Yes FL14605 R A NI 9021. -R . •••••• Impact Resistant: No Quality Assurance Contr t Expiration Date* • Design Pressure: +70/-70 05/31/2016 •• • Other: Maximum 5 Panels, Multi-Track, Bypass, with and Installation Instructions without Pockets. FL14605 R3 II 08-02671.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513446.pdf v Created by Independent Third Party: Yes .'............._.... ._.._..............._...........__._..._......._......__...._.._......_.............._..._ ........_...__.._.............................._.............. ...._........ ._._.._..__.._._...................__........................._..... . 14605.14 (Series FD8100 Non-Impact Series FD8100 Non-Impact Aluminum SGD 135deg Aluminum SGD 135deg i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14605 R3 C CAC NIO10633.01-RI-sianed.pdf j Approved for use outside HVHZ:Yes FL14605 R3 C CAC NIO10633-R2-sianed.odf Impact Resistant: No Quality Assurance Contract Expiration Date i Design Pressure: +50/-50 12/31/2020 Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg Installation Instructions Corner, with and without Pockets. FL14605 R3 II 08-02668.12df Verified By: Uis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Created R3 AE 513443.Thi Created by Independent Third Party: Yes � ............. .......... _.........._........_.._._._.. .._..._..._................._.. _.._..__.__.-....__............... ............_._.__...... _.._........._..__........ 14605.15 Series FWI 6000 Impact Aluminum j Series FWI 6000 Impact Aluminum SGD i SGD i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NIO09448.02-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2020 Design Pressure: +45/-45 (Installation Instructions Other: Maximum 3 Panels, Multi-Track, Bypass, with and FL14605 R3 II 08-02734.Ddf f https:/tfloridabLilding.orgtpr/pr app dtl.aspx7param=wGEVXQwtDgsw8ZVNfe8A7UJNIxUeoVLgZw1P7Oh4gAZUXBJFTZyjFA%3d%3d 4/5 8/5/2015 Florida EUlding Code Online I without Pockets. Verified By: Alexis Spyrou, P.E. Firoida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513518.Ddf FL14605 R3 AE N OA 14-0423.17.PDF Created by Independent Third Party: Yes ..u.-.__....................__._...._...............................__. ...... .. ._....._........_.._.......__............_.._�...._.._...__.....___......._...........L_._..._._._..__._.---.__....._._........_._................_............ ........................._.._._.._..._._...._._............._.._�3, 14605.16 (Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD ESGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI006179.01-R2-signed.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure: +80/-80 Installation Instructions Other: Maximum 4 Panels, Multi-Track, Bypass FL14605 R3 II 08-02676.Ddf [ Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513451.Ddf FL14605 R3 AE N OA 14-0423.17.PDF Created by Independent Third Party: Yes 0 Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: .� Y • • •••• •••••• • • • • •••••• •• • •••••• • • • •••••• •••• • ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• ••••% https://floridabtilding_orgtpr/pr app dtl.aspx?param=wGE\/XQwtDgswaZVNfe8A7UJNixUeoVLgZwlP7Oh4gAZUXBJFTZyjE=A°k3d�/o3d 5/5 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 14. APPROVED CONFIGURATIONS: OXXO, OXX, XXO, XX, OX, XO SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR 15. UNITS MUST BE INSTALLED WITH 2 1/4" SILL RISER. ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6, SEE SHEET 2 FOR DETAILS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING TROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, ALL FASTENERS TO BE CORROSION RESISTANT. •• ••• • • • • • •• • • • • • • • • • SIGNED:05/04/2015 • •• • • • • ••• • EASTERN ARC-ECTURAL SYSTEMS • • • • • • • • • AOMsnN ��ttlllll!!/� .. ... .. . . .. Earl S/`rTl EASTERN MEA11111-SYRPLY �,,�s R. L a�.,, ,sem,DOMESTI AVE NIN" � ♦ 9 ii •'�,C F. _ • ••• • ***TABLE J)F COWTENTS SERIES FWI 6000 ALUMINUM IMPACT RATED *• 0y6jtb SLIDING GLASS DOOR S EET•JJO. :E!:�RI•TION NOTES d TATE bf • • 1•• 0 ES• i• • • • i•i DRAWN: OWO NO. REv %�'�FS'�CORtOQ:•Q� �� 3 2 11 INSTALLATION DETAILS NAG 08 NTS DATE 03/30/15 50HEET 26;6 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED 198" MAX FRAME WIDTH 6" MAX 16" MAX 6" MAX 0.C. 6" MAX 21" MAX 7/16" O.C. 3/16" ITS — .090 SAFLEX BY EASTMAN 3/16" ITS 96" MAX O X X O EXTERIOR FRAME < INTERIOR HEIGHT 5/8" BITE GE 1800 SILICONE L GLAZING DETAIL 6" MAX SERIES FW/6000 ALUMINUM IMPACT RATED SLIDING GLASS DOOR EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING NOTES: ±80.OPSF LARGEANDSMALL 1. (8) 1 3/4" WEEP NOTCH FOUR AT EACH END OF FRAME SILL MISSILE IMPACT 2. MAXIMUM PANEL SIZE: 51" X 95" MISSILE LEVEL D,WIND ZONE 4, MAXIMUM D.L.O.: 44 3/4" X 90 3/4" •• ••• • • • • • •• • • • • • • • • • SIGNED:05/04/2015 • •• • • • • ••• • • • • • • • • • • Q FASTERNMON�ISIOOTNOF SYSTEMS `\\\1111I/11 •• ••• •• • • • •• �� Easter"n EASTERN METAL SYPPLY `�``` R, L p tfi3Ct DOMESTIOAVE a FORT WERS.FLJ 2 EW -1•^� 000492-2201 • ••• • ••• • • SERIES FWI 6000 ALUMINUM IMPACT RATED �`-1�lc• 0 • • • • • • • • • SLIDING GLASS DOOR •• • • • • • ••• ELEVATIONTA ¢ HARDWARE SCHEDULE ,O • • • • DRAWN-. DWG N0. REV �I� • CQR10Q;•� � A. (1)FLUSH MOUNT STEEL THREE PLY HOOK LOCK AT 41"FROM BOTTOM WI NGiANELLOCK SiILE • • • N.G. OS-02676 - /�/�`sS/••'• �-A:: B. (1)STEEL KEEPER AT 391/2"FROM BOTTOM FEMALE ASTRAGAL STILE ONAIL C. 2)ADJUSTABLE TANDEM ALUMINUM WHEELS IN ALUMINUM HOUSING AT EACH PANEL BOTTOM RAIL SCALE NTS DATE 0330/15 SHEET OF 11 llltpii{t\ ••• • • • • or • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED. 1/2" MIN 1/2" MIN EDGE DISTANCE EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 1 1/4" MIN. & APPROVED EMBEDMENT SEALANT 1/4" MAX. SHIM SPACE # 1 1/4" MIN. 10 WOOD SCREW EMBEDMENT WOOD FRAMING 1/4" MAX. OR 2X BUCK SHIM SPACE BY OTHERS 1 INTERIOR EXTERIOR INTERIOR /2" MIN . EDGE DISTANCE 1/2" MIN #10 WOOD EDGE DISTANCE EXTERIOR SCREW #10 WOOD BACKER ROD SCREW & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS1 1/4" MIN. EMBEDMENT JAMB INSTALLATION DETAIL 4 WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN . 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK IN,ST,ILLj'd(aN • • • • • •• • • • • • • • • • SIGNED:05/04/2015 • •• • • • • ••• • s enH w­cnrsu 7"' \III I!!1! ,saa,oor.�sTc nvE \\ \ 7 »..,,.w,w.,nw•_..,a,,.,.. �;�Els F��,z �v �C E NS :9cp��� SERIES FWI 6000 ALUMINUM IMPACT RATED _*• Oy6�25 • ••• • ••• • • SLIDING GLASS DOOR — (s( NOTES: • �•• 2—TRACK INSTALLATION DETAILS ��� STATS` 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, Q •• • • • • • • • • • OF NOT SHOWN FOR CLARITY • •• • •• • • • • !�'. OR�dP. �` DRAWN- DWG N0. REV I 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ••• • • • • • 08-02676 — % DESIGNED IN ACCORDANCE WITH ASTM E2112 N.G.N.G DATE s02 /��r/ NA4y1��`` NTS 03/30/15 3 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE 11- 3/4" MIN _ _I_ 3/4" MIN EDGE DISTANCE ^r EDGE DISTANCE 1/4" MAX. METAL SHIM SPACE STRUCTURE --T BY OTHERS BACKER ROD & APPROVED —J O SEALANT #10 SMS OR METAL SELF DRILLING STRUCTURE SCREWS BY OTHERS ���{{{ 1/4° MAX. SHIM SPACE INTERIOR 3E D MIN. EDGE DISTANCE } EXTERIOR INTERIOR i 3/4" MIN. EDGE DISTANCE EXTERIOR f #10 SMS OR SELF DRILLING SCREWS BACKER ROD #10 SMS OR & APPROVED SELF DRILLING SEALANT SCREWS JAMB INSTALLATION DETAIL METAL STRUCTURE METAL STRUCTURE INSTALLATION BY OTHERS 3/4" MIN. 3/4" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION •• ••• • • • • • •• • • • • • • • • • SIGNED;05/04/2015 • •• • • . • ••• • RAL CTSYST E0.5TERN,UtCHrtEUEMS • • • • • • • • • r/1 ManI •• ••• •• • • • •• Ea$i /�n AO —ERN MI—SYWLY ` L p FOR-ERS-12 \\\�7` �[1��••fnf/// ,w.+. w.a«.»mow..a....w. BOUdJ22]M ��•��,C Gf�S��V"/! • ••• • ••• • • SERIES FWI 6000 ALUMINUM IMPACT RATED *• 0 NOTES: • • • • • • • • • SLIDING GLASS DOOR 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • • ••• • • • • • 2-TRACK INSTALLATION DETAILS TATE OF NOT SHOWN FOR CLARITY. •• • • • • • • • • • 0 00 • DRAWN. DWG NO. REV iQ'A•N�Cp{�tOP;•� � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ••• • • • • • DESIGNED IN ACCORDANCE WITH ASTM E2112 NAG NTS °ATE 03/30/15 O8 s0267760F 11 1 lilt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ar REVISIONS REV DESCRIPTION DATE APPROVED 1 5/8" SEPARATION 2 1/2" MIN. _ 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. OPTIONAL 1X BUCK A EMBEDMENT _ 1 1/4" MIN. TO BE PROPERLY EMBEDMENT SECURED L CONCRETE/MASONRY SEE NOTE 3 SHEET 1 BY OTHERS 1/4" MAX. 1/4" MAX. SHIM SPACE SHIM SPACE INTERIOR BACKER ROD F-1 2 1/2" MIN. & APPROVEDEDGE DISTANCE. SEALANT 3/16" TAPCON 1 3/8" SEPARATION EXTERIOR 2 1/2" MIN. ' 3/16" TAPCON EXTERIOR INTERIOR EDGE DISTANCE OPTIONAL IX BUCK TO BE PROPERLY BACKER ROD SECURED & APPROVED SEE NOTE 3 SHEET 1 SEALANT 3/16" TAPCON JAMB INSTALLATION DETAIL CONCRETE/MASONRYZNSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. NOTES: CONCRETE/MASONRY a, - EMBEDMENT 1.INTERIOR AND NOT SHOWN FORCLARIITY.EXTEROR FINISHES,BY OTHERS, BY OTHERS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE •• ••• • • • • •• DESIGNED IN ACCORDANCE WITH ASTM E2112 • • • • • • • • • SIGNED:05/04/2015 "L 1/2" MIN. 2 1.(2" MIN. •_ • • • • • • EDGE DISTANCE EDGE [PSTANA• • • • • *90 • ESTERNNiC—TU—SYST- 1 1/2" ••• ••: •.: ••• : : •.• �� � ✓�� ESTrs McAl--S Y `\\\co�RItLf�/fA�i,/ 361 DO ESE ' '7 SEPARATION � w w. v,HYw. '=o�TW ER F-12 `� `G E f�(5 .1 VERTICAL CROSS SECTION SERIES FWI 6000 ALUMINUM IMPACT RATED k• 0 CONCRETE/M pjR ALLA N • • ••• ••• SLIDING GLASS DOOR -' C • • ••• • • • • • 2-TRACK INSTALLATION DETAILS STATE OF �[4` •• • • • • • • • • • • •• • •• 000 • • DRAWN: DWG NO. REv ��'4F•'�CORIQP• ••• • • • • i S' C� N.LE NTS DATE 03�30�15 OS 5026560E 11 //i/I%0NALy \\�` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN 1/2" MIN EDGE DISTANCE � � � � EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT BACKER ROD /11 & APPROVED SHIM SPACE SEALANT #10 WOOD 1 1/4" MIN. IIL.....��� 1/4" MAX. SCREW EMBEDMENT MENT SHIM SPACE INTERIOR 1/2" MIN EDGE DISTANCE EXTERIOR INTERIOR X10 WOOD SCREW 1/2" MIN O X10 WOOD EDGE DIST EXTERIOR SCREW BACKER ROD WOOD FRAMING & APPROVED OR 2X BUCK SEALANT BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING 1 1/4" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN. 1/2" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION •• ••• • • • • • •• • • • • • • • • • SIGNED:05/04/2015 • •• • • • • ••• • CT Ea >�' EASTERN ARCRNEURu sysTEMs • • • • • • • • • AONSDNo ��:11i1l11I12 EASTERN METAL SYPRY \`` R, to •• ••• •• • • • •• 301 DOMESTIC AVE ��`��•yc{� Ar fes/ a EARS FL 339,1 • �ys�\SL��AA/fir l • •i• • ••• • • SERIES FWI 6000 ALUMINUM IMPACT RATED *• 0 5 NOTES: • • • • • • • • • SLIDING GLASS DOOR 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • • ••• • • • • • 3-TRACK INSTALLATION DETAILS "'l!�• TAT OF NOT SHOWN FOR CLARITY •• • • • • • • • • • •• • •• • • • • DRAWN: DWG NO. REV "°'A••�COR�..-WP 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ••• • • • • • N.G. 08-02676 - ///�sS DESIGNED IN ACCORDANCE WITH ASTME2112 SCALE NTS DATE 03�30�15 SHEET OF 11 jNA1.y ��N� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED 3/4" MIN 3/4" MIN EDGE DISTANCE EDGE DISTANCE 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 1 1 1 1 1 1 BACKER ROD -.{ 1/4" MAX. & APPROVED O #10 SMS OR SHIM SPACE SEALANT SELF DRILLINGINTERIOR SCREWS 3/4" MIN. EDGE ISTANCE #10 SMS OR SELF DRILLING EXTERIOR SCREWS INTERIOR L 3/4" MIN. EDGE DISTANCE EXTERIOR _f _ METAL STRUCTURE BACKER ROD #10 SMS OR BY OTHERS & APPROVED SELF DRILLING SEALANT SCREWS METAL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION STRUCTURE BY OTHERS 3/4" MIN. 3/4" MIN. EDGE DISTANCE ��� EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ••• ••i i i ••• i i ••• SIGNED:05/04/2015 • •• • • • • ••• • EwsTERN novaoTrao�E srs.sMs �tt1111t111 •• ••• •• • • • •• MY ter EASTERN METAL SYPPLY 16301 DOMESTCAVE ``\_\\ C pq� 606<J2IIMR5 J3B12 ` , G `i rip. hw mew m s i'+vt _ •��`` \ ' • ••• • ••• • • SERIES FWI 6000 ALUMINUM IMPACT RATED +*• 0 NOTES: • • • • • • • • • SLIDING GLASS DOOR � E 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • • ••• • • • • • 3-TRACK INSTALLATION DETAILS �"�• TAT IF NOT SHOWN FOR CLARITY. • • • • • • ••• ipiA•�A '?.••.. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NACW'N: DwcNo. 08-02676 REV '/o... DESIGNED IN ACCORDANCE WITH ASTM E2112 ••• • • • • • ij S �\ SCALE NTS DATE 03/30/15 SHEET OF 11 JJ/11111[111,��N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED 1 5/8" 1 5/8" SEPARATION SEPARATION 2 1/2" MIN. 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a - -, EMBEDMENT 1 1/4" MIN. 1/4" MAX. ° � OPTIONAL 1x BUCK f j } EMBEDMENT SHIM SPACE INTERIOR TO BE PROPERLY 1/4" MAX. 2 1/2" MIN. SECURED SHIM SPACE EDGE DISTANCE SEE NOTE 3 SHEET 1 BACKER ROD 0 /3 16" TAPCON & APPROVED 1 1/2" SEPARATION SEALANT 1 1/2" SEPARATION 3/16" TAPCON EXTERIOR EXTERIOR 2 1/2" MIN. INTERIOR EDGE DISTANCE t CONCRETE/MASONRY BY OTHERS BACKER ROD OPTIONAL 1X BUCK APPROVED S TO BE PROPERLY SECURED SEALANT 3/16" TAPCON SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY a • 1 1/4" MIN, NOTES: BY OTHERS ° ° EMBEDMENT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 2 1/2" MIN. • 2 1/2" MIN. •• ••• • • • • • •• DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:05/04/2015 EDGE DISTANCE EDGE DISTANCE •• • •• • • • • ••• • # r E^sTER"AR o aroNOF srsTEMs ill 1 1/2" 1 5/8 ••• 000 ••• ••• • • ••• EaStO EASTERN METAL SYPPIY `��01 R,� d 1-T WMESTICAVE �_\� E N �1fq SEPARATION SEPARATION aA. «w°• coRTMYERs ri e+z V VERTICAL CROSS SECTION IN -- CONCRETE/MASONRYINSTALLATION SERIES FWI 6000 ALUMINUM IMPACT RATED *• Oy6�2b .*'=. • ••• • ••• • • SLIDING GLASS DOOR (�(�c • • • • • • • • • �'d [tom • • ••• • • • • • 3—TRACK INSTALLATION DETAILS �yD; STAT�,�� •• • • • • • • • • • �Q,n•� a •�+� • •• • •• • • • • DRAWN: Dwc No. REV ij�Fs0...�OR10p.���`� ••• • • • • • N.G.NTS °aTE 03/30/15 08-02676 686 //m0E 11 jI xv • • • • • • • • • • REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN 1/2" MIN EDGE DISTANCE � EDGE DISTANCE 1 1/4" MIN. WOOD FRAMINGEMBEDMENT OR OR 2X BUCK BY OTHERS 1/4" MAX. 1 1/4" MIN. 1/4" MAX. e SHIM SPACE EMBEDMENT SHIM SPACE BACKER ROD & APPROVED 0 0 INTERIOR SEALANT /2" MIN #10 WOOD EDGE DISTANCE SCREW #10 WOOD SCREW EXTERIOR INTERIOR X10 WOOD 1/2" MIN . SCREW EDGE DISTANCE O EXTERIOR WOOD FRAMING BACKER ROD OR 2X BUCK & APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING 1 1/4" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION .00 ••; : : ••• : : ••• SIGNED:05/04/2015 EaSt• •• • • • • ••• • per EASTERN nncRrrECTURusrsreMs lt1l l Il!! .. ••. .. • • . •. -1 ,......r.v w,..,t.e.».�...+nv+..w. F�TMYERS FL]381] _��f•��\vG"V� V"�� SERIES FWI 6000 ALUMINUM IMPACT RATED *• NOTES: ••• •:• : •:• ••• ••• SLIDING GLASS DOOR =,0 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • • ••• • • • • • 4—TRACK INSTALLATION DETAILS �¢1TATEOP NOT SHOWN FOR CLARITY. •• • • • • • • • • • iQiA•�A" �. •. � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE •• • • ••• ••• NG. owcNo. 08-02676 REv S�QRt� DESIGNED IN ACCORDANCE WITH ASTM E2112 scuE onrE sREer */10170NAL NTS 03/30/15 9 OF II • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRIPTION DATE APPROVED 3/4" MIN 3/4" MIN EDGE DISTANCE � � � EDGE DISTANCE 1/4" MAX. SHIM SPACE METAL - 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS INTERIOR 4 OD EDGE DISTANCE &ACKER APPROVEED O SEALANT #10 SMS OR ] SELF DRILLING SCREWS #10 SMS OR SELF DRILLING SCREWS EXTERIOR INTERIOR 3/4" MIN. EDGE DISTANCE EXTERIOR BACKER ROD METAL & APPROVED #10 SMS OR STRUCTURE SEALANT SELF DRILLING BY OTHERS SCREWS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION METAL—' BY OTHERS 3/4" MIN. �� 3/4" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION •• ••• • • • • • •• • • • • • s • • • SIGNED:05/04/2015 • •• • • • • ••• • r��r fy� eAsreaN nacrrtec.�rsu • • • • • • • • • Edi E$ "►tP:'1?1 AsrEa M�usw r ��\ R. L O�� •• ••• •• • • • •• 1-1.MESTICAVE �� �� >. », .,w». nws F ,z v 1 E S •Rc1'�l � 1 ..�6 N F SERIES FWI 6000 ALUMINUM IMPACT RATED *• 0 NOTES: ••• •:• •:• s•s ••• SLIDING GLASS DOOR +Q 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, *00 • ••• • • • • a 4—TRACK INSTALLATION DETAILS GpQ• 1[t` NOT SHOWN FOR CLARITY •• • • • • • • • • • 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE •• • : :• ••s ••• DRAWN: DWG NO. REV .� ,CbRtOPdp� DESIGNED IN ACCORDANCE WITHASTM E2112 N.G. 76 NTS DATE 03/30/15 08 SHEET0010 OF 11 IAIL` ` • • • • • • • • • • • •• •• • • • •• •• REVISIONS REV DESCRIPTION DATE APPROVED 1 5/8" SEPARATION 2 1/2" MIN. SEPARATION 2 1/2" MIN. EDGE DISTANCE � EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT TO BE PROPERLY 1 1/4" MIN. 1/4" MAX. SECURED 1 EMBEDMENT SHIM SPACE SEE NOTE 3 SHEET 1 /a" MAX. II INTERIOR SHIM SPACE ROD 8 B 2 1/2" MIN. &ACKER APPROVEEDD 3/16" TAPCON EDGE DISTANCE SEALANT 1 1/2" SEPARATION CONCRETE/MASONRY 1 5/8" SEPARATION BY OTHERS - 3/16" TAPCON EXTERIOR INTERIOR 2 1/2 1" MIN. • EDGE DISTANCE 1 a EXTERIOR 3/16" TAPCON OPTIONAL 1X BUCK TO BE PROPERLY BACKER ROD SECURED & APPROVED OPTIONAL 1X BUCK SEE NOTE 3 SHEET 1 SEALANT TO BE PROPERLY JAMB INSTALLATION DETAIL SECURED CONCRETE/MASONRY INSTALLATION SEE NOTE 3 SHEET 1 NOTES: 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • EMBEDMENT NOT SHOWN FOR CLARITY. CONCRETE/MASONRY - •• ••• • • • • • •s 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS • • • • • • • • • DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:05/04/2015 2 1/2" MIN. 2 1/2" MIN.• •. • • • • ••• • EwsTERNnRCNrrECTORULsrsTEMs lU EDGE DISTANCE EDGE DISTA.N`F• ••• •• • • • •• L 1 EASTERNMET&SYll-I- 1 5/8 1 5/8 1%lDMOMESTICAVE ��J\ •A FORT YERS.FL S 2 SEPARATION SEPARATION SERIES FWI 6000 ALUMINUM IMPACT RATED it4TATE 0 ••• •i• i •i• ••• ••• SLIDING GLASS DOOR • • ••• • • • • • 4—TRACK INSTALLATION DETAILS OF es'' VERTICAL CROSS SECTION •• • i • ••• ••• DRAWN: DWG NO. 'El �'�Q'OF•:��OR10P•tt� CONCRETEIMASONRY INSTALLATION N.G.ANTS DATE 03/3015 08 5026'6 OF 11