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RC-13-355do 141 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 tu5irg U LDING Le PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 7 % NW! /0 / S T. M (4 City:, "Mg Shores County: Folio/Parcel #: ,iJ -31 D 1 - 0/2- 0 I Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: ,. 3-40 G',,1 f r'-7i c A cJ� Z. 4. Z City: S G� 7lY ��z°� e cA F"/ Tenant/Lessee Name: Email: FE3 2 2:13 FBC 12!0._. Permit No. � ! Master Permit No. ROOFING Miami Dade Zip: 33 13'7 NO O� A iJt LL.. /lam State: Flood Zone: Zip: J® Phone #: ��i CONTRACTOR: Company Name: PA Rl+1)I 6e L'OA/S rlevCTio'✓ evrOf: f Phone #: 6 /- 7 /�-6p� 30/x%6 1 Address:7 J (0 t'' ISCc/$ C lCL.E 4 4 4) ➢' 1g1 City: 'M/4 -/ZPrC Qualifier Name: ve- State: FL— Zip:3 332, f Phone #: 5411--V6 • 3012 State C§rtification or Registration #: C 6 G- /g) 7 Z gel Certificate of Com ete1tsy. #: Contact Phone #: �� ' 3 /g Email Address: CJp o J (fe lookryaS� G� hA 1� DESIGNER: Architect/Engineer: one #: ,L /D66 Value of Work for this Permit: $ i Square/Linear Footage of Work: • Type of Work: OAddition LAlteration UNew 'Rep. 'r : (- place D - molition escrip s on of Work: .' �I,�CC2 ln^Q� �,M �� S � I i�� .1 • / tAtf ��lr �S' i7 a mm� >m►mm mom.\ � 'u1 . l:�. r3' AND. So I 1 ► Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ©" CCF $ DBPR $ CO /CC $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ LID •Q Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip /1//A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is. =.. a se . e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this ;200 , rzyer� ,tti - cu ally known fr * of wlxrhas,produced 09' 0.0G72.GPS As identification and who did take an oath. NOTARY PUB JC: Sign: Print: W 1...' rtEAte.C.A day of szi 'My Commission E c3a t°7-Y4 * * * ** * * * * ** * * * * * * * ** APPROVED BY ti SIBILA MENECIER MY COMMISSION B}EE013884 EXPIRES: AUG 02, 2014 ?J wJ Signature Contractor The foregoing instrument was acknowledged before me this I day of FeP , 20 3 by 170 'L €' who is personally known to me or who has produced PL as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review Sign: ,,�� Print: CL L' My Commission Exp es: (Revised 5/2/201)(Rev`sa /12/'L012) )(Revised 06 /10/2009)(Revised 3 /15 /09)(Revised 7/10/2007) 3 z( -zoll Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 212816 Permit Number: RC- 2- 13-355 Scheduled Inspection Date: May 22, 2014 Inspector: Rodriguez, Jorge Owner: Job Address: 77 NW 101 Street Miami Shores, FL 33150- Project: <NONE> Contractor: PARADISE CONSTRUCTION ENTEPRISES Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010180190 Phone: (561)716 -3018 Building Department Comments REPLACEMENT OF 14 WINDOWS MODIFY ONE OPENING TO BECOME A FRENCH DOOR ON THE BACK AND BATHROOM REMODEL. DEMOLISH SOME EXTERIOR STEPS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 212453. CREATED AS REINSPECTION FOR INSP- 205028. CREATED AS REINSPECTION FOR INSP- 186197. Must pass elect and plumbing No permit on site NO ONE HOME NO ACCESS May 21, 2014 For Inspections please call: (305)762 -4949 Page 27 of 37 tC13-3 - NOTICE OF COMMENCEMENT A IECINIDE0 COPY MT SE POSTED UN THE JIM SITE AT TIME OF FIRST INSPECTION PERMIT NO. Pt. 2133 5 1 TAX FOUO NO.1 1 "alai" o 19O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby glues 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. 11111111111111111111111111111111111111111111 CFN 201380189334 OR Bk 28525 Ps 3447; (fps) RECORDED 03/12/20t3 09:05:42 HARVEY RUVIN: CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description ofiproperty and street /address: NU, ' 101 Street, A4 i q Irk; S Ii o r'eSr Ft. 3 3150 p0 92.— Sc E117- lot 101 ail tot 41 C4%►d we tot 12 911( 2. 2. Description of Improvement B 414i ',VP() 144 sr Cif C tV 'Cc/ t1 t LV;b 400t40 5 3. Owner(s) name and address: ft/C. it V t 14. a -17040 Cc I F . t Awl S LJ f 4 e 1.6Z t LT-(1) 3516o Interest In property: ©yt, in a tr C� Name and address of fee simple titleholder: Set '1M C !w 4 s bd V e G- 4. Contractor's name, address and phone number. 4a yastri1 :se re, v Ova olvrr" gg44- 47•q- -412 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. JI/ j A Amount of bond E. NIA 6. Lender's name and address: /1►1 4 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. !u 8. In addition to himself, Owners designates the following person(s) to receive a copy of the lJenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. mit 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is epedfled) WARNING TO OWNIM ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures of Owner ' Officer/Director/Partner/Manager hi Prepared By < Prepared By --. of Print Name 601/MI. ego 6apr6-'0- F(0 Print Name O Title/Office A i. hunt. • I. ea M a an As e V Title/Office STATE OF FLORIDA L!. COUNTY OF MIAMI -DADE � LL The foregoln instrument was acknowledged before me this day of � .20A. 7 0 By ' Jh C—A F1. r S ❑ Individually, or a as for o ❑ Personally known, or Iiil produced the following type of identification: =��' i= _ . +. 11w }. % Signature of Notary Public: C' ` t� ii _ Print Name: (SEAL) Lit l� ,, li•. ' b aA tV tA'e, r s 4 • l4• Al • 111 . 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. MLA MOWER MY CIA1MISSION ttEE013804 MOM AUG 02,11014 Bonded Cro 11M>2ObMm1 s)'s Authorized Officer/Director/Partner/Manager who signed above: 1 a a/sa vows sno By Book28525 /Page3447 CFN #20130189384 Pagel of1 PERMIT #: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT S 355 DATE: i S TO) 3 4-40/1' r � Contractor ,'Owner a Architect Picked up 2 sets of plans and (other) �'�C_'�. Address: ( V] From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue nifting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Remodeling Contract FOCAVI, LLC, owner of the property located at 77 NE 101 Street, Miami Shores, 33150, hereby enters into this contract with Paradise Remodeling as follows: 1. This document is the entire agreement between the parties, and no additional documents may be added without the consent of both parties. 2. The remodeling contractor will furnish the labor and materials necessary to do the following: a. 2 bathrooms, full remodeling b. Electrical c. Doors and windows 3. FOCAVI, LLC, will pay a total of $21,000.00 (Twenty One Thousand Dollars with Zero cents) to Paradise Contractors, who acknowledges receipt of the same, for all time and materials spent on this job. We, the undersigned, have read and understood this entire contract. We acknowledge that this document constitutes the entire agreement between the parties. This contract is not binding upon the remodeling contractor or the property owners until it is signed by all parties. Dated: Dated: 3 Signed: Eduardo Garcia Flores, Manager: GF Developments , Management, LLC,in , Manage f FOCAVI, LLC Signed: Contractor Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: / C `3 3 - -DATE: a ❑ Contractor dOwner ❑ Architect Picked 2 sets of plans a dna der) C (' L ( 1\1-04 i t`r 6' Address: ,J-- c, /01S A From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: E i Pip PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit N9: Re i -3 1"1-- q2_3/13 Structural Critique Sheet t -ADD Page 1 of 1 7c,rS -JAL- c1J Crz 5i1/& r9 situ_ 1 e hr7• J Cl r � � PLC IL1 %1 1-4 L' STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores lmage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 2, 2013 Permit No: RC13 -355 Building Critique 1) Provide a copy of the contract signed by both parties. The value shown on the permit application does not represent the cost of the work. Norman Bruhn CBO 305 - 762 -4859 1) N/A 1) APPROVED. 1) APPROVED 1) N /A. Zoning Critique Plumbing Critique — Rafael Hernandez Electrical Critique — Michael Devaney Mechanical Critique — Jan Pierre Perez Structural Critique — Sved Ashraf 1) 1. SPECIFY THE WIND LOAD PARAMETER. 2) 2.PROVIDE FOOTING DETAILS & ELEVATIONS IN SECTION E /2. Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Oct 02 12 11:53p Dove Furer 954 - 241 -5115 p.1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 PURER DOVE PARADISE CONSTRUCTION ENTERPRISES INC 7910 TAMARAC HIBISCUS CIRCLE C FL 33321 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, torn boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE STATE OF. FLORA_ ACi " G 3 2 LI 4 DEPiAiRTMENT flF=:817SINESS ATl3 PROFES S 14∎74.p:::-REGULATION • CCC13288•5•5.:.'' 0661%12 110432583 • CERTIFIED. :' ROOFING CONTRACTOR: FtTRER;:° DOVE • • _:.: Z.SE ::CONSTRUCTION. • ENTERPRISE .(r"ERTIF.IED under' the provseic a of;.Ch:4.89 In esp4ratd.am date:. AUG 31.. 2014 L1208 10 5 25 0 6 THIS DOCUMENT HAS A COLORED BACKGROUND • IMICROPRINTING • LINE a1ARK "PATENTEb'PAPER AC# 6326916 BUSINESS STATE OF FLORIDA ggg DEPARTMENT OF C"TI NEIL AND TTRYRLICENSING 8 BOARD SEQ# L12083102508 DATE BATCH NUMBER LICENSE NBR 08/.31/2012= 110432583 • CCC1328855 • The ROOFING CONTRACTOR. • • • '.Named+ below•• IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,. 2014.. "FURER, . DOVE . . • PARADISE CONSTRUCTION. ENTERPRISES INC 7910 HIBISCUS CIRCLE TAMARAC .. FL 33321 RICK. SCOTT. GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Air.-ILPI ILA CERTIFICATE OF LIABILITY INSURANCE 'b DATE(NIMIDDWYYY) 04/17/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 Fed USA Retail, Inc. 1920 E Hallandale Bch Blvd Ste 806 Hallandale Beach, FL 33009 Phone (954) 404 -6412 Fax (954) 589 -0488 CONTACT Brett M Uckteig ( ic°.Nno. ExtI: (954) 404 -6412 FA Not: (954) 589 -0488 E -MAIL Brett iicktei ADDRESS* g@fedusa.com INSURER(S) AFFORDING COVERAGE NAIC g INSURER A: American Safety Indemnity Co 25433 INSURED Paradise Construction Enterprises, Inc. & Dove Furer(Prlmary Qualifier) 7910 Hibiscus Cir Tamarac, FL 33221 r•ntm .... � ... ....w. a ......� ..� INSURER B : 02/19/2013 INSURER C : EACH OCCURRENCE INSURER D : PREMISETO(FeENNTm noel INSURER E : (♦ El CLAIMS -MADE n OCCUR INSURER F : $ 5,000.00 SION 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 PAID CLAIIyM��S.. NN ILTR TYPE OF INSURANCE NSR WVD POLICY NUMBER yyBY JMMIDDWYYYI (MPMMID.... 'f) LIMITS A GB'IERAL LIABILITY 'j COMMERCIAL GENERAL LIABILITY N N 156AUI86623 -00 02/19/2013 02/19/2014 EACH OCCURRENCE $ 1,000,000.00 PREMISETO(FeENNTm noel $ 1,000,000.00 (♦ El CLAIMS -MADE n OCCUR MED EXP (Any one $ 5,000.00 • person PERSONAL & ADV INJURY $ 100,000.00 • GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000.00 M POLICY • PRCT • LOC AUTO MOBILE LIABILITY COMBINED SINGLE UMIT (Ee accident) $ $ IN ANY AUTO BODILY INJURY (Per person) $ • AUTOS NED ■ AUTOS ED BODILY INJURY (Per accident) $ • HIRED AUTOS • AUTO WNED P OPEEY DAMAGE (Igor ecci $ • • ant) ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ • EXCESS UAB III CLAIMS -MADE AGGREGATE $ • DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) NIA WCSTATU- 0TH - • TORY LIMITS • ER EL. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER ,,...,.�...__.. City of Jacksonville Building Division 214 N. Hogan St. Jacksonville, FL 32202 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) QF ®1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A E' CERTIFICATE OF LIABILITY INSURANCE DATE M" MLYYY"' 04116/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the pollcy(Ies) 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 994340.9551 INNOVATIVE INSURANCE CONSULTANTS, INC. 964- 340 -8456 5461 UNIVERSITY DRIVE 4103 CORAL SPRINGS, FL 33f067 BRIAN J. MAMO OP 1D: MB INSURED PARADISE CONSTRUCTION ENTERPRISES, INC. 7910 HIBISCUS CIRCLE TAMARAC, FL 33321 CONTACT NAME: 04 ADDRESS: CUSTOMER ID $ PARAD.2 IFAX (Arc, Ne): INSURERf$ }AFFORDING COVERAGE MUM A:VININGS INSURANCE COMPANY INSURER B NAIC S 166632 INSURER O INSURER D : INSURER E : INSURER F I COVERAGES r w.vaa,sV+ll ITV imancwCri: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INoICATED. 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. g WI DIEXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L:it T Y OF INSURANCE BUS POLICY NU POLICY IMIvo wvyyyI Pat. Y EXP BINIAN 'r,YY1 GENERAL uAHIJTY COMMERCIAL GENERAL LIABILITY UNITS EACH OCCURRENCE 9 DAMAGE TO RENTED PREMISES (Ea craurera ti , $ MI CLAIMS MAbt 1--' OCCUR MED EXP (Any one parson) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE MT APPLIES PER: POLICY I IPRO I LOC PRODUCTS - COMP/OP Ape $ $ AUTCMt}ELE LIAlH rT► ANY AUTO ALL OWNED 6IAUT G�4 SCHEDULED AUTOS I HIRED AU OS _ NON-OWNED AUTOS Comma: SINGLE LIMIT (ES �l s BODILY INJURY (Per person) EODILYINJURY (PN acGdent} $ $ PROPERTY DAMAGE (Per accident) $ $ S UMBRELLA a LIAe �~ EXCESS LIAB occUR CLAIMS-MADE EACH OCCURRENCE AGGREGATE $ $ I OEOUCTIBLE I RETENTION B WORRIERS .s A COMPEIISATION AND ENPLOYERW UABpJTY 1 ANY PROPRIETOR/PARTNER/EXECUTIVE CFHCEMMEMBER EXCLUDED? (Mandatory In NH) yyreewa. deser�a under OESCRIPI ION OF OPERATIONS below H 1 A WCV0082430.02 01112/13 01/12/14 WC $ X !TORY LIMIITTS I X KITH-. EL EACH AGC�ENT E_ .. DISEASE -EA EMPLOYEE $ 1,000,000 S ta00,000 EL. DISEASE . POLICY LIMIT 1,00 0,0O $ OESC(DPTION OF OPERATIONS ! LOCATIONS 1 VEHICLES (Mash ACORD 151, AddlSOnal Remarks Bohedule, N mere• spans Io enqualeedl CERTIFICATE HOLDER V CITY OF JACKSONVILLE BUILDING DIVISION 214 N HOGAN STREET JACKSONVILLE, FL 32202 JACKSI8 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE W9TH THE POLICY PROVISIONS. AUTNDR¢ED REPRESENTATIVE ACORD 28 (2009109) 1980-2009 ACORD CORPORATION. All rights reserved. The ACORD mane and logo are registered marks of ACORD Oct 02 . 11:F 3p Dove Furer 954 -241 -5115 p.1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 FURER, DOVE PARADISE CONSTRUCTION ENTERPRISES INC 7MAR n 910 HIBISCUS CIRCLE FL 33321 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. • Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. I For information about our services, please log onto www. oridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1501284 :` `. 08/31/12 110432568 CERTIFIED GENERAL CONTRACTOR PURER,: DOVE - PARADISE,: (:ONSTRUCTION 'ENTERPRISE AC #- 63 2740 IS C38TIFIED under: the provisions - of ch.489 ri Expdeetion sate: AUG. 31, "20.24 L1243103300 THIS'0OCUN1 NT 'HAS A COLORz-D BACKUROUND r11C0.00 `11I\G •,LINEuARK"'` PATENTED PAPER' : AC# $3.27408 . STATE OF :FLORIDA' DEPARTMENT OF BUSINESS AND PROFBSSIO ThL REGULATION - CONSTRUCTION INDUSTRY: LICENSING BOARD SEQ# L120831033oc BATCH NUMBER LICENSE NBR 08/31/2012 110432568 CGC1507284 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG.31, 2014 :: -FUSER,-: DOVE :: PARADISE CONSTRUCTION ENTERRPRISES. INC 7910 HIBISCUS CIRCLE TAMARAC .. FL :33321 RICK SCOTT GOVERNOR DISPLAY AS.R.EQUIRED. BY LAW KEN LAWSON SECRETARY ALC A' ICY CERTIFICATE OF LIABILITY INSURANCE OP ID: MB DATE IWM► YY) 04/16/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE on PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDDTDONAL 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 Bleu of such endorsement(s). PRODUCER INNOVATIVE INSURANCE CONSULTANTS INC. SSPRINGS, AO36 6106 CORAL FL307 BRIAN J. MAMO INSURED PARADISE CONS'TRUD'CIbN ENTERP RIB ES, INC. 7910 HIBISCUS CIRCLE ' TAMARAC, FL 33321 554 -340 -9551 CNgragir 954-3404455 PAffla MAIL FAX (a /C,_►,a): ousrosll s IDS PARAD -2 USURERS) APPOROBIG COVERAGE INSURER a : VINIt GS INSURANCE COMPANY NAIC I 16632 INSURER e INSURER C • IAA ®: INSURER E : INSURER F COVERAGES • 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. TV T'!'#EOP'NJSURANGE , , ti :a- mum masa A. ,,..t ;,i.,',P.P.M1t LIMITS GENERAL LIABILITY cNRERCUi GENERAL 'ABILITY I.Jiiiki EACH OCCURRENCE $ u�IAaaE I O ReNTED PR .,,.- 3 Enorou ,:.:. NED EXP (My was person) PERSONAL S ADY INJURY GENERAL AGGREGATE ffi 5 F $ CLAIMS -MADE OCCUR GEf L AGGREGATE LIMIT APPLES PER I—; : POLICY i : 1E0T 1 1 LOC PRODUCTS - COMP/OP AGG S S AUTGElIOSSILE. UAWI.rTY ANY AUTO COMINNE:D SINGLE LSAIIT Ms =Wet) $ • _ _ ALL OWNED AUTOS SCHEDULED AUTOS HIRED slur 09 NON -OWNED AUTOS BODILY INJURY (Per parson) S BODILY INJURY (Per =dent) $ PROPERTY DAMAGE (Per suede* ffi UMBRELLA LIAR excess LAO , OCCUR CLASPS. MADE EACH OCCURRENCE AGGRIE4ATE __ DEDUCTIBLE RETENTION $ A wfiRAERS COMPENSATION AND EMPLOYERS L ANY PE EiIEET EARC6.UD Uv f (llantluoryIn NH) II es ttw under D ' < <. Rgat • 1.. 0•, • 1_.:_: Lo J...::;;ar N/A 1 WWC'V00�3�2 01/12/13 04/12/14 X iT% i�I['Ii l it DTH EL EACH ACCIDENT $ 1,000,00 i' E.L. DISEASE - EA EMPLOY $ 1,000,1 .•i; E. L. DISEASE. - POLICY LIMIT $ 1,000, I'e.I DESCRIPTION OF OPERATIONS / LOCATIONS r VEHICLES (A1MOSt ACiNII) gat. Artdemai mama S II lama, If rotors grace is required) ftEZI:E•7'16111.ATQ LIP. MIMI% - _ LLA MIAMISI CITY OF MIAMI SHORES 10050 NE 2ND AVE IAMI SHORES, FL 33138 SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOAIXED RENewINTATIVE euk-612,60-7 ACORD 26 (2000/091 01 8-2009 ACORD CORPORATION. All rights reserned. The ACORD neme and logo are registered marks of ACORD AC' ittY CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DOrYYYY) 04/16/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the poiicy(Ies) 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 Fed USA Retail, Inc. 1920 E Hallandale Bch Blvd Ste 806 Hallandale Beach, FL 33009 Phone (954) 4048412 Fax (954) 589 -0488 INSURED Paradise Construction Enterprises, Inc. & Dove Furer(Primary Qualifier) 7910 Hibiscus Cir Tamarac, FL 33221 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 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 JMPOLICY POLicY EXP u• POLICY NUMBER GENERAL LIABILITY NAME: CT Brett M Licideig ..1217 "0: (954) 404 -6412 (A/C Nox (954) 559-0455 _ A DRESS' bretl.iioideig @fedusa.com INSURER(S) AFFORDING COVERAGE INSURER A: American Safely Indemnity Co INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : NAIL* 25433 ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ® OCCUR ❑ N 0 GEN'L AGGREGATE L�IMIT�, APPLIES PER: ECT ® POLICY ❑ ❑ LOC AUTOMOBILE UABILITY ❑ ANY AUTO ALL ❑ AUTOS OWNED ❑ SCHEDULED El HIRED AUTOS ❑ NON-OWNED • UMBRELLA LIAB ❑ OCCUR EXCESS LIAR ❑ CLAIMS-MADE ,RETENTION It WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE OCER MBEELUDED N / A (Mandatory in NH) l J If yes describe under DESCRIPTION OF OPERATIONS below 156AUI86623 -00 02/19/2013 02/19/2014 LIMITS EACH OCCURRENCE $ 1,000,000.00 PR GE TO ERTED MISES (Ea ocxurrencml $ 1.x,000.00 MED EXP (Any one person $ 5,000.00 PERSONAL & AOV INJURY $ 100,000.00 GENERAL AGGREGATE $ 2,000 000.00 PRODUCrs • COMP /OP AGG $ 2,000,000.00 $ MEIN eh OGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per acclden $ 5 P AMAGE EACH OCCURRENCE AGGREGATE DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD tot, Additional Remarks Schedule, If more space Is require;) CERTIFICATE HOLDER City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 ( CANCELLATION WC STATU- • OTH_ S $ E.L. EACH ACCIDENT $ E.L. DISEASE • EA EMPLOYE S E.L. DISEASE • POLICY LIMIT $ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) OF ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Florida Building Code Online c • Florida t . >mental Busines Profess' Regulation FL; 2 2.J3 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map Links I Search Page 1 of 1 MeindraMEMENEW F.0213 Product Approval USER: Public User product Approval Menu, > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use In HVHZ Impact Resistant Other 2010 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 14569.1 ALL ALL ALL ALL ALL ALL ALL by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission If necessary. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida. :: pdvamEtatemegi :: 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: `cuss✓ r .;. fS t. mss=' to p ad N='CT E t ISH AS COl E D fir`,. + g a T SPECIFIED ITEM yy ratdiv K,n�,,, ar s 3 or y s P t'ilI t ct " 6,f do ink r Jnivtiio" fit a ntor tom con t-rtl:yS:u w X Y, s rp ."n r 353 t r .3 J?f> T° �6ris s? vu Xi� �> di«� �n`s tlda..Pd�1 �Str 'N3 ` 'x yy1,� ¢ s. biF rr °ev,?(4'0 J� f 49'n'cral 4p ..,n D .r ,Tj.. ,.9 ,� @y is I 't'.y i-L rev,? 4'0 p LV Ss: d 9 - °.J.i CCS 1c 4.:.,71 "3 �.,:fa 4hC: i. : `t@;. mss, i i>•14 pF 1 i rc �� " ""� b., . . XC3 et, °1-an= stt. dell t.c:91r4otr70. P.7 :3 e i�"1 I. aP1 NP»c VAI I. ! -' r 6 ;:tl $�' i t c.a .y;i i s �e..6C i v -a„`d u(. 4H l'i L r';� y� C . `re- j�ia. abr h5,1k p r., r-oses Indt e T p �,�i s - tec r����ues of �''r"5z ore zVf:��ap c .f.`',` i-.L.cd; his 4 zrtlti "dAtt -t 1 t!--,:it of -10 i"t! I gaud? €a, bnd E' ,sr:Orm f is work Inei p safe aril satisfactory marina. t "` 1GU L de = GO, AR CI ' MT rate 2.q1 d - /3Y http : / /www.floridabuilding.org/pr /pr app_lst.aspx Type Manufacturer Validated By Status L14569- Affirmation JELD -WEN FL *: FL14569.1 Model: Steel, Wood Edge Door Description: 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing - LMI Category: Exterior Doors National Accreditation & Management Institute, (804) 684 -5124 Approved } Subcategory: Swinging Exterior Door Assemblies by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission If necessary. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida. :: pdvamEtatemegi :: 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: `cuss✓ r .;. fS t. mss=' to p ad N='CT E t ISH AS COl E D fir`,. + g a T SPECIFIED ITEM yy ratdiv K,n�,,, ar s 3 or y s P t'ilI t ct " 6,f do ink r Jnivtiio" fit a ntor tom con t-rtl:yS:u w X Y, s rp ."n r 353 t r .3 J?f> T° �6ris s? vu Xi� �> di«� �n`s tlda..Pd�1 �Str 'N3 ` 'x yy1,� ¢ s. biF rr °ev,?(4'0 J� f 49'n'cral 4p ..,n D .r ,Tj.. ,.9 ,� @y is I 't'.y i-L rev,? 4'0 p LV Ss: d 9 - °.J.i CCS 1c 4.:.,71 "3 �.,:fa 4hC: i. : `t@;. mss, i i>•14 pF 1 i rc �� " ""� b., . . XC3 et, °1-an= stt. dell t.c:91r4otr70. P.7 :3 e i�"1 I. aP1 NP»c VAI I. ! -' r 6 ;:tl $�' i t c.a .y;i i s �e..6C i v -a„`d u(. 4H l'i L r';� y� C . `re- j�ia. abr h5,1k p r., r-oses Indt e T p �,�i s - tec r����ues of �''r"5z ore zVf:��ap c .f.`',` i-.L.cd; his 4 zrtlti "dAtt -t 1 t!--,:it of -10 i"t! I gaud? €a, bnd E' ,sr:Orm f is work Inei p safe aril satisfactory marina. t "` 1GU L de = GO, AR CI ' MT rate 2.q1 d - /3Y http : / /www.floridabuilding.org/pr /pr app_lst.aspx Florida Building Code Online Florida Department Busines Protessi Regulation Page 1 of 2 BCIS Home j Log In ( User Registration Hot Topics I Submit Surcharge I Stets & Facts i Publications i FRC Stag BCIS Site Map I Links ( Search Lic dy. is<gula:ei irly, Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email FL14569 -R2 Affirmation 2010 Approved JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@Jeld- wen.com Authorized Signature Janet Gerard fbc @Jeid- wen.com Technical Representative JELD -WEN Corporate Customer Service Address /Phone/Email Quality Assurance Representative Address /Phone/Email Category Subcategory 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535 -3936 customerserviceagents @Jeld- wen.com Exterior Doors Swinging 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) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 ®I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param = wGEVXQwtDquxTVBjriRcYg... 1/29/2013 Florida Building Code Online • Documentation from approved Evaluation or Validation Entity () Yes Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved No N/A Page 2 of 2 FL14569 R2 COG SA14569 stoned and cert.odf Method 1 Option A 12/16/2011 12/16/2011 12/18/2011 Summary of Products FL # Model, Number or Name Description 14569.1 Steel, Wood Edge Door 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing - LMI Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -60 Other: Product must be Installed per manufacturer Instructions as stated on drawing 3W050903 Certification Agency Certificate FL14569 R2 C CAC NI006255- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL14569 R2 II .IW0509- 03.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6- 13- 11.pdf Created by Independent Third Party: Yes Back Next Contact U& :: .1211)11 Phone: 850- 487 -1824 The State of Florida is an AA/EEO employer Convrioht 2007 -2010 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: Credit sA�F E' http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquxTVBjriRcYg... 1/29/2013 ��I ;feel R. DOOR OOR UNPF 'INC. AND 74' MAX. OVERALL FRAC NR01N EEAPTH.ONDA Multien HVHZAROMAS /iv TO FRAM 4S SHOWN CN OETAS.a ltwD wAt1 oRESSING Refs VELAGlTV 37 1/2' MAX.. FRAME WIDTH 35 3/4' !MAX. ,», PANEL WIDTH • 10 NI frame =Mons) dste A -505 minimum pied ins* bpdetd -Wen 6ata tsdructeci tram24'GA Harare bete 90° over I.Nir wide, Them date Nee shy are roil h�hx 1.° with. The shoots too otottrt to *so Oa_ Ah tort tmOtattt 1'1G, On :Ousted otorntratoo de :tainted pine jambs edsex budpined to • atom x 2•long « sidejantho ad9f Asia Sisting of meat canes efdlar tie sandwiched (3rik >r1 REF AS MOLE 041771117AV urnr W SCAM 1/2 =1 • -G» dr TARE 1iE1t "': _._e <r AATBYfi RAMS— .s PSC NEG4TNE PSP 4 TABLE OFC• +i7, ►S DESGAMMON INTSCAL ELEVATIONS VERTICAL CRS SECTION& Ella oMATERIAL NORIZONTAL CRS SECTIONS OPTIONAL IX &XX IN M Y TE CROSS SECTIONS ANCHPANG LOCATIONS COMPONENT DETAILS UNIT COMPONENTS 7-= t PANWSWO vt.rmtemits Aye sus, ass Cerifeake Ib N/aa t� ey Reviewed Ety: Date « !e f•%i • 2/5/08 scaeAS NOTED EAW. Bft EAG pac s S.. 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Or WM. %la 000 /0aticao N oo -R Reviv13c#: I fats, sonaL Dosmo JW0509-03 smr 2_1- 0 map JMT4h ?YQN r -0" tie era ' / r4•m.x. $kEli I It4•. AIA$,, Eita t /4' wax. sled SEE t».A SEE WAS. 0 SHEET 7 'ls' 0 M N- t• Wax ji2RIEVNTAL CROSS x amours flantr TION s- r -rJ NOTEk ASti16At,'AVM SWANS Si7F8. F. MET. S. (M. Cr 14SIPnu 1A8& AO =W8W.T fonor PINES now W 163f1.bGAt.. wit Ammar our FUSES ASH RATES maw #8 x S' news MT kaw Me MEW &1 euar ro.ouosotaz dOSITIONO ma wow onl000t. .D/tV AW C: zoom r -mA W000 Ste: SPAM (SHE :tt #44), Ser • SHEA IS trs ; NT ix MAX .t 201 otttoweVotolopm *EV 4 FOS • MOM 17 SECT= ter HEW OW Atie AS UNA7 AS i r ✓9"41 P�,�`.i. • • /4 1 aiC .1ri+J rrp trey// (scup B' �T -0'I. • 411;139 VVROU P4.116 C1511110,X1 L.14. • OM 1.0111111P2eMe= eta 07 SISTICA PAM 7239117 MVO= a11R1. 110.411760 t Oo6,2 '3--&V RevienJ u ,rj 'pte +if ... a Ave, • �� ::. - ;$99 ✓.iii /:. 1• r1f4'MM. SEE DEM SHEET 7 A r 0 a.._ 0 '!RJR �_ _�-- 0 1• out SEE OETAS. 0 SHE C MEM CROSS' s • aOP INN (scam e .40 -c•) SEE OEa'D4L 0. SW. 8 a 1 /4° tare, ENS. r mare. XO.T ICN?AL CROSS SS7°.lox rnt OPXRATIND O707 ft BMX OP17Ox iN mAsoNitrAmatrir NOM MOW SAME WI' MAC'S OFF V0170 MIMEO (.SCAEX• 6' •' ^O") f• a SEE DEiAt. A 94EET 7 rams ID FOR 7RFcaii 00E7 S, rrs r Aan WOOE sue. macs + * 041 •SEE OP *6t0 OR .UMS AS YBRTJCA S= "A? ^ 7P QPllO. !h'• ifatS(0017 MAW B" •-r) • N 1 1/2 WA Eta OPTIONAL MASONRY/CONCRETE INSTALL ay CROSS SECTION OP HEAD OR JAMS OTHERS Addenturn to NAM Wend EV: DateRenertet /� >• i,. ALlaselHannoR Dsi.D p.B kp 41810 COPITOCORSALO DO W. Grl.0.16 COMM NAL Ft ORO fen COM. CO *commas= SEE DETAIL a SHEET a Er -1 112 I/2' TYP. SEE DETAIL B SHEET 5 }--- -.}-02 1/2* rm. 74* Ammo itmc =arms OUTSITIM SINS UNIT (X) scam r .1' -a^ LL ..MODELS ARE VIEWED 1 di,�Tl•'PddOR = SEE DETAIL E SHEET 8 OUTSITIAF UNIT AT(XXI DOUBLE SEE DETAIL A SHEET 5 sottistv 1,04 JG E R ai:*%</ b e 5�?� TAT@ 0f Shit AIBffiBBWH81t cvmsts. Lac t$ •IW,S3ImAraltAVE, STO.: sB9ECUMu A11431I10.1 aAtwt:: 2/5/08 iAS NOTED 9n FAG aK. enS. SAFEEU JWO5O9 -03 SHEET �'O DETAIL A -MINCE MCKINTINC DETAIL =Lk r .mot `-" DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1 -3/8' DEEP RSA RETAINER STRIKE PLATE _FOR .SILL. SCALE r if –O" ANCHOR EXTERIOR SIDE OEM MEM DRILL 3/r ASTRAGAL. MOLT. HOLE • THRU FRAME/MASONRY x I-3/8" DE DETAIL R TRROA'ROLT STRIKE PLATE FOR READ Sic s" at _Da ry AZAD wPPE WS SCALE. NTS 'mewl C STRIKE PLA2 7 JANES SCA4& 9yB" : t -C" DETAIL D STRIKE PLATES TO ASTRAGAL, SCALE 3/8 �I O Certification .: !v e ' if PET G - ODL , DErAd L!1 ACOLA;S if N®.:_ D 3* lr 1.141. TAT` OF :4/4. aIT, 4o4P ...• *.,�oiji te . iR A,ELSSRAvOU MUM PX,10.0,0 MUER PAM, R UM rest cam ox An* "or* 2/5/08 A5 NOTED OM. EAG axx. BP.5. SAF ELL MOM 1104 .1110509-03 sem AL Cr 49/16 1 !■s• 2/./,,,;;!;/ /11.47/ .i.1W Ovni 81100L. IAMB PiNCER.FOINITD .17NA' SCALE- 8- .4 —o- -2 1/2" — SCALE- 6- 1 -0" 171— .1 T-- MICE ,z.Vxg CA. NPRE3SION ICEATREASTRIP Ds-sso SCALE 6- 3Calla• 8" AL17MINVAr ASTR4CA4 fr I— 3 1/8" ---I 11/16 Bwrie =Amp 6- *f•-er. 3/16" C-SINK. 18" As-nbia Roza NAT.- C SEL_ReR NC 4*. CHROMI4TE TE 1-USE #ip WOOD MGIAUJUION SCREW WI 1 1/2" mot—emsEomENt WHEN INSTALLING INTO WOOD SIAISTRATE AT HEAD & 4AMBS. 2-U5E 418 x 2 1/2" OH WOOD SCREW WHEN INSTALLING INTO WILMS. 3-USE 3/16* 11W TAPCON A140140R.W/ 1 11_4' MIN. EMBED. WHEN WALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. 1 .3/16*-1-1 ihw Muslim febrafRAI SCALE- 8" 101 -0- "r4111‘41 -ALE--0" I I r111;# 1 11/16' — P RAIL (LV1) :SINCE S'77LE 7C71 377LE An) cAL r. Miendum to NAM NI Corn Reviewed Date Reviewed 2 1/2' — tQ -1.1 11/16" One MIN GOV, SCALE: 6 I -0** -.I 1 3/4• Mt RACAL _SILL lUKE PLATIT same -t N olluitufs, 4.1.• *: smt TATE OF •111-1 16.74/ A \Qt!''*.e/.$'" #A9i0 ... 0„(14%00 tU .lr,— I 00DL ALLEN PRANE LLI NUN SCALE- I an:9SM= .1181403*.P.E.K.0.181131 CERTNOWS,U.C.. 127,11.1,11.1MUMC*AVE.ffitt.4.1$ WINTER PARIG fl =IS 59PECERT. MAIM& *IWO maw 2/5/06- sees;ASNOTE0 D ft et £G ass sw.S. WPM DRUMS I.40: A10509-W stew 7 os.2_, COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3250 Lakeport Drive Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 "6100 S/H & 6400 D/H Premium Atlantic" Aluminum Single -/ Double Hung Windows - L.M.I. APPROVAL DOCUMENT: Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LMP', sheets 1 through 8 of 8, prepared by PTC, LLC, dated 08/11/09 with revision "A" dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, 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 Division. 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 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 beeee filxd there has been m_ .. or this product. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-4563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Gov /buiidinacode no change in the applicable building code.negatively ' °- TERMINATION of th>p N, A aftel in the materials, use, and/or manufacture of the • �_•, of any product, for sales, Ev= nosy oth • • +ses to comply with any secti u of thi N • termination and removal of NOA ADVERTISEMENT �; , Florida, and followed by the expirati i if� "' fe n '�becdi� in. dv si I` H`e0i' r n3+ 4 +' of the NOA is displayed, then it shall be tiiisilt'its' F d a �o ui S I 1 f is'epti t� A r 141, 9ec� m INSPECTION: A copy ' g9 � , b,�� • a ; : i$�d� °fie ?tlef�e l�a�" +� or its distributors and shall be a aittabble ectJoe a t � a4�1at xh r. est of th l ��t t: or its fficial. This NOA revises NOA ° o7' , 7:14-.;C:7*"uret,ttnts.flhighPi �a 1 sand evld a and E-2, as well as approval documen fje' do ab ° he c' :sE�.-' i-; s sr�o� lb' ®' The submitted documen A4v Gva or li i jy d pe N t - ' i i:i dpi B din2 ;io s ectirtg f:abrkls io p;ocassES and, dife i + ?� 3` ��:." ih°e iG�l.b C( 9roi. attre his `}work �i a No. 09-0916.05 l�fa -i28g0 Ga �.:.d -d I t other trede ; and +6rIotmiVi titl t �eicember 12, 2012 Approval Date: March 17, 2010 safe and satisfactory nar. rN, Pa e I b IGUEL de DIEGO, ARCH CT Page - L ? `y ate � 3 a Cir' wSi�aa a a or i ere has been a ision or change �.+ endorsement s aV l� automatically terminate this NOA. Failure Jeld -Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LMI ", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 08 /11/09 with revision "A" dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of double-/ single hung windows, prepared by National Certified Testing Laboratories, Inc., revised Test Report No.'s NCTL - 210 - 3588 -3 and NCTL - 210 - 3209 -4, dated 01/06/10 respectively, signed and sealed by Gerard J. Ferrara, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of double -/ single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL - 210 - 3209 -4, dated 08/16/07 respectively, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 07 -0717.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of double hung window, prepared by Certified Testing Laboratories, Test Report No.'s CTLA -744W and CTLA- 744W1, dated 10/15/01 and 01/23/02 respectively, signed and sealed by Ramesh Patel, P. E. (Submitted under previous NOA No. 02 -0408.02) Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09-0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 E -1 Jeld -Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PTC, LLC, dated 08/11/09 and 02/11/10, both signed and sealed by Robert J. Amoruso, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 11, 2009, signed and sealed by Robert J. Amoruso, P. E. 2. Laboratory addendum letter for Test Report no.'s NCTL - 210 - 3588 -3 and NCTL- 210- 3209 -4, issued by National Certified Testing Laboratories, Inc., dated January 06/2010, signed and sealed by Gerard J. Ferrara, P. E. 3. Laboratory addendum letter for Test Report no.'s CTLA -744W and CTLA- 744W1, issued by Certified Testing Laboratories, Inc., dated November 13, 2002, signed and sealed by James Blakely, V.P. (Submitted under previous NOA No. 02-0408.02) 4. Laboratory compliance letters issued, as part of above referenced test reports. (Submitted under previous NOA No's. 02- 0408.02 and 07- 0717.05) 5. Sales agreement dated November 30, 2004 between Seasonshield, Jeld -Wen and William J. Gills, signed by William J. Gills. (Submitted under previous NOA No. 07- 0717.05) G. OTHERS 1. Notice of Acceptance No. 07- 0717.05, issued to Jeld -Wen, Inc (OR) for their Series "Premium Atlantic "6400" Aluminum Single Hung / Double Hung Windows ", approved on 10/112/07 and expiring on 12/12/12. 2. Sales agreement between Seasonshield, Inc. and Jeld -Wen, Inc. (Submitted under previous NOA No. 07 -071705) Jaime J. Gascdn, P. E. Chief, Product Control Division NOA No. 09- 0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 E -2 GELD -WEN PREMIUM ATLN<1NTIC 6400 DOUBLE HUNG & 6100 SINGLE HUNG ALUMINUM WEVDOW, LMI I NS TA L L A TIO N A NCHO R A GE DETAILS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007 FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # NCR - 210.35883 DATED 01108/10, CTLA -744W. DATED 10115)01, CTLA- 744W1, DATED 0123102, NCTL - 21032084, DATED 01/08110 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT DADE COUNTY PROTOCOLS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. 1X PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 5. WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 8083 -T5 (FRAME HEAD, SILL, JAMB) 8083 -T8 (SLIP -ON NAIL FIN) 8. GLASS MEETS THE REQUIREMENTS OF ASTM E1300. 7. DESIGNATIONS IC AND 'O' STAND FOR THE FOLLOWING: X OPERABLE PANEL O: FixeD PANEL 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (CP = 1.0) HAS BEEN USED FOR WOOD ANCHOR DESIGN. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES & DP. CHART 2 A DOUBLE -HUNG ELEVATION & ANCHOR LAYOUTS 3 A SINGLE -HUNG ELEVATION &ANCHOR LAYOUTS , 4 A VERTICAL SECTIONS 5 A VERTICAL SECTIONS 8 A HORIZONTAL SECTIONS 7 A GLAZING & CORNER DETAILS B A BILL OF MATERIALS & COMPONENTS INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/18 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMING, USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 314 INCHES. 5. FOR INSTALLATION THROUGH IX PT BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 1/4 INCH I W TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 -1/4 INCH MINIMUM EMBEDMENT (FOR MASONRY) & 13/4 INCHES (FOR CONCRETE). MINIMUM EDGE DISTANCE IS 2 -12 INCHES FOR BOTH CONCRETE & MASONRY. 6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FIN WHEN APPUCABLE 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISH3, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 8. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS I FRS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3182 psi AND COMPLIES WITH ACI 301, ACI 318-05 AND ACI 355 C. MASONRY - STRENGTH CONFORMANCE TO ASTM 480 AND ACI 530-05, GRADE N, TYPE 1 (OR GREATER). GLAZING OPTIONS DESIGN PRESSURE RATING (PSF) IMPACT RATING 1.2.3&4 +80,01 -t/0.0 LARGE MISSILE ILPACT a It cc a 8 S F a 11. IS g $ i a 6 Oz 5 m e8 fg r JIJ1 Robert J. Amonmo, P.E Florida P.E No. 40752 76 /4' MAX. OA FRAME HEIGHT 53 1/4° MAX OA FRAME WIDTH 501/2° MAX OA — ► SASH WIDTH 46 3/4" MAX. OA D.L.O. WIDTH 37' 32 3/4" MAX MAX OA OA SASH D.L.O. HEIGHT HEIGHT 37" 32 3/4° MAX. MAX O.A. O.A. SASH D.L.O. HEIGHT HEIGHT 6' MAX. FROM CORNERS (TYP.) 4" MAX FROM CORNERS (TYP.) ELEVATION DOUBLE HUNG FLANGE ELEVATION EXTERIOR VIEW STEEL REINFORCEMENT WEEP NOTCH (0.5" x LEG HEIGHT) ALL CORNER SPACING IS FROM INTERIOR BUCK 13° (TYR) 4" MAX FROM CTR. OF MEETING r RAILS (TYP.) r3'IT1 4° MAX FROM CTR. OF MEETING RAILS (TYP.) ANCHOR LAYOUT DOUBLE HUNG FLANGE INSTALLATION EXTERIOR VIEW 76 1/4" MAX. OA FRAME HEIGHT 37" 32 3/4" MAX. MAX. O.A. O.A. SASH D.L.O. HEIGHT HEIGHT 53 1/4° MAX. OA FRAME WIDTH 50 1 /2° MAX OA SASH WIDTH 46 3/4" MAX. O.A. D.L.O. WIDTH 37" 32 3/4" MAX. MAX. OA O.A. SASH D.L.O. HEIGHT HEIGHT STEEL REINFORCEMENT ELEVATION DOUBLE HUNG FIN ELEVATION EXTERIOR VIEW 3° MAX. FROM CORNERS (TYP.) I� O.C. O. (TYP 3" MAX. FROM CORNERS (TYP.) 6° MAX. O.C. (TYP.) %/r 0 0 WEEP NOTCH (0.5" x LEG HEIGHT) ANCHOR LAYOUT DOUBLE HUNG FIN INSTALLATION EXTERIOR VIEW a a 8 a 3 f z iq a PST:011LT REND= as complying with as > Raids ANo r.,.,. 7JXi =1' ' Robert J. Amon®o, PE Fbrlde PE Nu. 49752 0 78 /4' MAX OA FRAME HEIGHT 53 1/4' MAX. GA FRAME WIDTH 50 1/2' MAX. OA. SASH WIDTH 46 3/4' MAX. OA D.L.O. WIDTH 37° 32 3/4' MAX. MAX. OA O.A. SASH D.L.O. HEIGHT HEIGHT 37° 32 3/4° MAX. MAX OA. OA. SASH D.L.O. HEIGHT HEIGHT ELEVATION SINGLE HUNG FLANGE ELEVATION EXTERIOR VIEW 8° MAX. FROM 10 " MAX. CORNERS (TYP.) I O.C. (TYP.) 4" MAX. FROM CORNERS (TYP.) L 3" (TYP.) STEEL REINFORCEMENT WEEP NOTCH (0.5" x LEG HEIGHT) ALL CORNER SPACING IS FROM INTERIOR BUCK 13 ° 4' MAX. FROM "P') CTR. OF MEETING I- RAILS (TYP.) 4° MAX. FROM CTR. OF MEETING RAILS (TYP.) ANCHOR LAYOUT SINGLE HUNG FLANGE INSTALLATION EXTERIOR VIEW 3" (TYP.) 4 SPACES 7' MAX. O.C. (TYP.) 531/4" MAX. OA FRAME WIDTH 50 1/2" MAX OA SASH WIDTH 48 3/4" MAX. OA D.L.O. WIDTH 37' 32 3/4' MAX. MAX. O.A. O.A. SASH D.L.O. 78 1/4' HEIGHT HEIGHT MAX. OA FRAME HEIGHT 37° 32 3/4" MAX. MAX OA OA. SASH D.L.O. HEIGHT HEIGHT STEEL REINFORCEMENT ELEVATION SINGLE HUNG FIN F.T.F.VATION EXTERIOR VIEW 3° MAX. FROM CORNERS (TYP.)I 6" MAX L_ O.C. CTYP 3" MAX. FROM CORNERS (TYP.) L 8" MAX. O.C. (TYP.) O 0 0 =4 WEEP NOTCH (0.5" x LEG HEIGHT) 11�{ ANCHOR LAYOUT SINGLE HUNG FIN INSTALLATION EXTERIOR VIEW PROJECT # 309 -0710 3 F' �S N oi Z ipI 1 4g kii! Division Robed J. Amoroso, P.E. Florida P.E. No. 49752 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT 2 6/8" MIN. EDGE DISTANCE 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 3/4° MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS MAX. OA FRAME HEIGHT 76 1/4° EXTERIOR 1/4' MAX, SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) SEE DETAIL 6 ON SHEET 7 VERTICAL SECTION DOUBLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE INTERIOR SEE GLAZING DETAILS ON SHEET 7 (ALL UNITS) o O VERTICAL SECTION MEETING RAIL (ALL UNITS) SEE DETAIL 7 ON SHEET 7 m I 0 0 O III) m O . -emu "" EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SH M AS REQ'D. (SEE INSTL NOTE 3, SHT 1) VERTICAL SECTION DOUBLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE 1/4" MAX SHIM 1X WOOD BUCK BY OTHERS GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS 0 r BY OTHERS EXTERIOR FINISH rr I�ti1'�:r � 0 0 'i, LI �? o 0 ©0 0 mm 0 #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4" MIN. EDGE DIST. EXTERIOR MAX O.A. FRAME HEIGHT 76 1/4° 1/4" MAXJ SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) INTERIOR O VERTICAL SECTION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) 1/4" MAX SHIM 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS 3/4" MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) #10 WOOD SCREW INSTALLATION ANCHOR O VERTICAL SECTION DOUBLE HUNG MN INSTALLATION WOOD FRAME SUBSTRATE PROJECT # 309 -0710 U VJ I p a i p a F' 0 U %y A zz E I 1111111 PRODUCT REVISED as aampIyiag 8rea10 Flar>ds Aamptswallo Buildhsg Cede .:r -0' 6.05 Dma Viii 'i - - M. Division Robert J. Mum°, P.E. Florida P.E. No. 49782 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR MAX. OA FRAME HEIGHT 751/4" 2 5/8° MIN. r• EDGE DISTANCE 3/18" ITW TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 3/4" MIN. EMBEDMENT 1/4" MAX SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 4 INTERIOR ON SHEET 7 O VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE SEE DETAIL 6 ON SHEET 7 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & UBSTRATE W/ VULKEM 118 OR • EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) O VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE 1/4" MAX SHIM 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR MAX OA. FRAME HEIGHT 701/4" #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4° MIN. EDGE DIST. 1 1/4° MAX SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) INTERIOR O VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 110 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1/4° MAX SHIM 3/4° MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 10 WOOD SCREW INSTALLATION ANCHOR 1 1/2° MIN. EMBEDMENT SHEATHING BY OTHERS O VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE 0 U w 3 a U3 a A 4 I a8 0 0 0 $6 °5 w 0 D f o. CO U, a cri PRODUCT REVISED as complymg ttmait6 No /- Aseepu �No a' - 0 ' lb. 05 Daze FAiir . PAI2. • Dazio Division Robert J. Amoroso, PE. FlorWa P.E. No. 49752 1/4' MAX SHIM 3/4' MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1 O #10 WOOD SCREW INSTALLATION ANCHOR SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1 1/2° MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS SEE DETAIL 6 ON SHEET 7 O HORIZONTAL SECTION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE. 3/4° MIN. EDGE D1ST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 0 #10 WOOD SCREW INSTALLATION ANCHOR r1/4• MAX SHIM SHIM AS ROOD. (SEE INSTL. NOTE 3, SHT 1) 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS SEE DETAIL 5 ON SHEET 7 O HORIZONTAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE INTERIOR EXTERIOR MAX. OA. FRAME WIDTH 531/4° INTERIOR EXTERIOR MAX. OA. FRAME WIDTH 531/4" 1/4" MAX. SHIM-0— SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 16' ITW TAPCON INSTALLATION ANCHOR 2 5/8 MIN. EDGE DISTANCE PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT O HORIZONTAL SECTION DOUBLE HUNG FLANGE INSTALLATION MASONRY SUBSTRATE SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) —1/4" MAX. SHIM 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) 116" ITW TAPCON INSTALLATION ANCHOR 2 5/8 MIN. •, EDGE DISTANCE PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT O HORIZONTAL SECTION SINGLE HUNG FLANGE INSTALLATION MASONRY SUBSTRATE PROJECT # 309 -0710 S W b 0.8 i a 0 m a m,1 z a PROW= REVISED as complying with UmFlm�a anilding Coda - ' (6.os Acoeptence No • Robert J. Ammo. P.E. Florida P.E. No. 40752 (h 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: H-1/8" ANNEALED GLASS, 0.090" DUPONT SENTRYGLAS® PLUS INTERLAYER, � 1/8" ANNEALED GLASS I 3/4° MIN. GLASS BITE INT. / GLAZING DETAIL 1 (GLAZE TYPE A) 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8" ANNEALED GLASS, 0.090" DUPONT BUTACITE INTERLAYER, 1/8" ANNEALED GLASS 1 3/4" MIN. GLASS BITE 1 EXT• 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: r1 /8 " ANNEALED GLASS, 0.090" SOLUTIA PVB INTERLAYER, 1/8" ANNEALED GLASS GLAZING DETAIL 3 (GLAZE TYPE C) GLAZING DETAIL 2 (GLAZE TYPE B) 11/32° (NOMINAL TFIK.) LAMINATED UNIT CONSISTING OF: r1/8" ANNEALED GLASS, 0.090° DUPONT PVB INTERLAYER, 1/8" ANNEALED GLASS I/ 3/4" MIN. � E GLASS BITE 1 INT. GLAZING DETAIL 4 (GLAZE TYPE D) DETAIL 5 DETAIL 6 BOTTOM MAIN FRAME LOWER CORNER DETAIL 7 PROJECT # 309 -0710 8 3 '8 0 0 A 8 U Ia A PRODUCTRELVISED mmmplyin meritL rtadda aiddingCodo Nao -O 1605 Mapiamaa 2012 r Miemi Division RobertJ. Ammo, PE. Fbrtaa P.E. No. 48782 1\)91W° FRAME HEAD 6063 -T5 ALUMINUM 0.050' TYP. THK. 2.313 ° -►{ T 1.572° 0.787" J._ -�- FRAME SILL 6083 -T5 ALUMINUM 0.080' TYP. THK. 2.813" --o-{ L 0.792' F 2.200" BILL OF MATERIALS ITEM • PART DESCRIPTION MATERIAL MANUFACTURER 1 11395 FRAME HEAD ALUMINUM 6083 -T5 INDALEX / EXTRUDERS 2 11344 FRAME SILL ALUMINUM 6063 -T5 INDALEX /EXTRUDERS 3 60IGLB GLAZING BEAD ALUMINUM 6083 -T8 INDALEX /EXTRUDERS 4 801VSI PULL RAIL FOR TOP SASH / LIFT RAIL FOR BOTTOM SASH ALUMINUM 0063 -T8 1NDALEX /EXTRUDERS 5 80ITVI TOP SASH INTERLOCK ALUMINUM 6063.T8 INDALEX / EXTRUDERS 8 60IBVI BOTTOM SASH INTERLOCK ALUMINUM 6083 -T6 INDALEX / EXTRUDERS 7 11343 FRAME JAMB ALUMINUM 6063 -T5 INDALEX /EXTRUDERS 8 60IVJS SASH JAMB STILE ALUMINUM 6063-T8 INDALEX / EXTRUDERS 9 PILE WEATHER STRIP VINYL / WOOLPILE 10 DOW CORNING 995 SILICONE SILICONE DOW CORNING O GLAZING BEAD 6083 -T6 ALUMINUM 0.050' TYP. THK. 1_0.752° 0.080° IIIUUeeII F 0 PULL RAIL / LIFT RAIL 6063 -T6 ALUMINUM 0.050" TYP. THK. 1.756" 2.325. L 0.937° 1.130" f2-1- 11 601GLVB VINYL WEDGE (DUROMETER = 75) VINYL 12 GLASS (SEE GLAZING DETAILS ON SHEET 7) GLASS 13 CRS STEEL REINFORCEMENT, (1/2" X 6/8" X FULL LENGTH) STEEL, ASTM 436 14 ALUMINUM SPRING LOCK (2 EACH AT HEAD & SILL) ALUMINUM 15 FIBERGLASS MESH SCREEN FIBERGLASS 16 METALLIC CAM LOCK (2 -10' FROM EACH END OF MEETING RAIL) DIE -CAST METAL 17 84SHBKT FIXED SASH BRACKET (8100 SINGLE HUNG ONLY) ALUMINUM INDALEX /EXTRUDERS 18 3/16" I W TAPCON - INSTALLATION ANCHOR STEEL ITW 19 BULB VINYL WEATHER STRIP VINYL 20 #8 X 5/8" P.P.H. S.M.S. STEEL 21 #10 PAN HEAD WOOD SCREW - INSTALLATION ANCHOR STEEL 22 SCREEN FRAME ALUMINUM 23 HOLLOW VINYL SCREEN SPLINE VINYL ® TOP SASH INTERLOCK 6063-T6 ALUMINUM 0.050° TYP. THK. 1.199' 2.005" _.L__ 1-0.937* 0e BOTTOM SASH INTERLOCK 6083 -T6 ALUMINUM 0.050" TYP. THK. --►I 0.93T 1.189° 2.005° L -r O FRAME JAMB 6063 -T5 ALUMINUM 0.050" TYP. THK. 2.773" T- 1.81 --.-I 2.257" 1.112° 24 45222 SLIP -ON NAIL FIN ALUMINUM 6063 -T8 INDALEX / EXTRUDERS 25 #8 X 2° PAN HEAD S.M.S. STEEL 26 84SSTOP SASH STOP (NOT SHOWN) - 2/ JAMB D/1-1; 1/ JAMB S/H VINYL 27 84SCAM SASH CAM ALUMINUM 28 648G BALANCE GUIDE VINYL 29 BALANCE TAKE OUT CLIP STEEL 30 64GASK -1,2 FRAME HEAD GASKET FOAM 31 32 64GASK -3,4 FRAME SILL GASKET SASH DUST COVER FOAM ALUMINUM ©SASH JAMB STILE 8083-T6 ALUMINUM 0.045" TYP. THK. 0.937 H F- Lq h" 0.919' F 11 VINYL WEDGE VINYL 0.050° TYP. THK. 0.408' 13 REINFORCEMENT ASTM A-38 STEEL 0.625" 0.50° 0.50° 8 SPRING LOCK ALUMINUM r_..1 1_0.765" 0.828° t- F 18 SASH LOCK DIE CAST METAL - MR" 17 FIXED SASH BRACKET ALUMINUM 0.070' TYP. THK. K 24 SLIP -ON NAIL FIN 8063-T6 ALUMINUM 0.060" TYP. THK. Ji315. 0.275 " 27 SASH CAM ALUMINUM 0.083" TYP. THK. mar b a 0 U < z j Ltd G� 110 s camplying flnwith Maids o1B = � � Division Ward ® BALANCE GUIDE VINYL 0.149° TYP. THK. ® TAKE OUT CLIP STEEL 32 SASH DUST COVER ALUMINUM 0.050" TYP. THK. ® FRAME HEAD GASKET FOAM 0.060" TYP. THK. r 0.575" 1.567" --►I 1 ;02" 2.803" 1 y s _1. 0.715° 31 FRAME SILL GASKET FOAM 0.060" TYP. THK. O SASH STOP VINYL 0.080° TYP. THK. n 0.75" 1.046° [LT Robert J. Ammo. Roma PE. No. 49792 MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 rww.mecaenterprises.com Date : 2/5/2013 Company Name : Address : 77 NW 101 STREET City : MIAMI State : FL File Location: C: \Program Files \MECAWind \Default.wnd Directional All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Project No. Designed By . Description . Customer Name : Proj Location : Procedure All Heights Building (Ch 27 Part 1) are based upon STRENGTH Design, with a Load Factor of 1 = 175.00 mph II Exposure Category = C • N/A Flexible Structure = No = 1.00 Kd Directional Factor = 0.85 • 0.01 • 9.50 • 0.11 = 0.15 • 0.20 = 0.20 = 1.14 : 12 = 10.50 ft 12.00 ft 2.00 ft Eave= 2 Bldg Length Along Ridge = 33.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 5.44 Deg = Gabled = 9.00 ft = 2088.00 ft" Bldg Width Across Ridge= Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm/33) ^Epsilon Q: (1/(1 +0..63 *((B +Ht) /Lzm) ^0.63)) ^0.5. Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) 59.00 ft = 15.00 ft = 0.23 = 427.06 ft • 0.91 • 0.88 Gust Factor Summoary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems G�*Z� 14,5T s Ff t rev-- W D e r2-4 .s uPm B Kh: 2.01 *(Ht /Zg)A(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area • 0.85 = 1.00 = 56.57 psf = 0.80 = 2088.00 ft ^2 • 0.80 MWPRS -Wall Pressures for Wind Normal to 33 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.34 Side Walls -0.70 Wall - 26.65 -6.28 - 43.84 -23.48 Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 12.00 4-0.85 1.00 56.57 28.28 48.65 54.93 Note: 1) Total = Leeward GCPi + Windward GCPi • Roof - Dist from Windward Edge 0.0 ft to 5.3 ft 5.3 ft to 10.5 ft 10.5 ft to 21.0 ft 21.0 ft to 59.Oft Cp Pressure Pressure + GCpi(psf) - GCpi(psf) - 0.90 -0.90 - 0.50 - 0.30 - 53.46 - 53.46 - 34.22 -24.61 -33.09 -33.09 -13.86 -4.24 MFRS -Wall Pressures for Wind Normal to 59 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 - 34.22 -13.86 - 43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +j -GCpi Windward 12.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Dist from Windward Edge Cp Pressure Pressure +GCpi (psf) -GCpi (psf) 0.0 ft to 5.3 ft 5.3 ft to 10.5 ft 10.5 ft to 21.0 ft 21.0 ft to 33.0 ft -0.90 -53.46 - 0.90 -53.46 -0.50 -34.22 - 0.30 -24.61 -33.09 -33.09 -13.86 -4.24 MECAWind Version 2.1.0.6 ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 20I3 raww.mecaenterprises.cem Date : 2/5/2013 Project No. Company Name : Designed By . Address : 77 NW 101 STREET Description City : MIAMI Customer Name : State : FL Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd 3I L 2 2 1 3r 2 i3 1 ;2 2 13 Gable Roof 0 < 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 3.3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 13Cp GCp psf psf 33 SH 23 SH 34 SH 24 SH 2 -36" DOORS 32" DOOR 4.41 3.16 13.9 4 0.88 -0.97 59.80 - 64.89 3.08 3.16 9.7 4 0.90 -0.99 61.10 -66.19 4.41 4.25 18.7 4 0.86 -0.95 58.64 -63.73 3.08 4.25 13.1 4 0.88 -0.97 60.04 -65.14 6.00 6.67 40.0 4 0.80 -0.89 55.68 -60.77 2.67 6.67 17.8 4 0.86 -0.95 58.84 -63.93 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 0.85 = 56.57 psf 02.1 • -V r Mltir4t 5409-0 vl -1AA-pcj�i f21SlL91061 p*Irst. y/e6p0t04.-ro to(--o4to-fc izt, 07.'2255 421(wG-ry (2-t-l. 1 546 ,p4vtW2 Girl'( w•! 1 reP., 9*Aky;t) L*o k un p-X&NMfilt4. 414 ipov tUtorvw-toct rade- 4i4