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WS-12-1648
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 179041 Permit Number: WS -9 -12 -1648 Inspection Date: September 21, 2012 Inspector: Bruhn, Norman Owner: Job Address: 429 NE 102 Street Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: VISTA CONSTRUCTION SERVICES Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060170790 Building Department Comments REPLACE FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 178076. c Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 27, 2012 Page 1 of 1 • AC® ®TM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYI) 09/20/2012 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(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 USI Southwest Ft Worth /CL 1445 Ross Avenue, Suite 4200 Dallas, TX 75202 214 443 -3100 CONTACT NAME: PHONE 214443 -3100 FAx 214443 -3900 (AIC, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER : Ace American Insurance Company 22667 INSURED Pacesetter Personnel Services General Labor Division P. O. Box 108 Houston, TX 77001 INSURER B : American Guarantee Insurance Co 35521 INSURER C : INSURER D : X INSURER E : PERSONAL &ADVINJURY INSURER F : BI /PD Ded:50000 • REVISION NUMBER: v 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. TR TYPE OF INSURANCE INSR SWVD POLICY NUMBER XSLG26437234 (MMMILDDYIYYYY) 03/11/2012 (M�DIYYYY) 03/11/2013 OMITS EACH OCCURRENCE $1,050,000 $1,050,000 $5,000 $1,050,000 $2,050,000 $ 2,050,000 $ A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY PREMISES (E aENTEO cel MED EXP (Any one person) CLAIMS -MADE X OCCUR PERSONAL &ADVINJURY X BI /PD Ded:50000 GENERAL AGGREGATE PRODUCTS - COMP /OP AGG GEN'L AGGREGATE POLICY LIMIT APPLIES JECOT PER: LOC AUTOMOBILE LIABI TY L ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED (Ea acciden SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE AUC466448801 03/11/2012 03/11/2013 EACH OCCURRENCE $15,000,000 AGGREGATE $15,000,000 $ DED X RETENTION $0 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A WLRC46776422 03/11 /2012 03/11/2013 I X IT,ORYLIMITS I LERH E.L. EACH ACCIDENT $1,000,000 $1,000,000 $1,000,000 E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Vista Construction Services are included as Additional Insured with respect to General Liability as per written contract and subject to terms and conditions of the policy. Certificate of Insurance only applies to Pacesetter Personnel employees doing work for Vista Construction Services. CERTIFICATE HOLDER CANCELLATION Miami Shores Building & Zoning Department 10050 NE 2 Ave iami Shores, FL 33138 ACORD 25 (2010/05) 1 of 1 #.S7946947/M7004557 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 • ade�nn�a•Y © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MRAHD ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/Y1'Y1) 09/18/2012 (MM /DD 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 USI Southwest Ft Worth/CL 1445 Ross Avenue, Suite 4200 Dallas, TX 75202 214 443 -3100 CONTACT NAME: PHONE 214 443 -3100 FAX 214 443 -3900 (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: AFFORDING COVERAGE NAIC # American Company INSURER A : Ace merican Insurance ompany 22667 INSURED Pacesetter Personnel Services General Labor Division P. 0. Box 108 Houston, TX 77001 INSURER B : American Guarantee Insurance Co 35521 INSURER C 03/11/2013 INSURER D $1,050,000 $1,050,000 $ 5,000 INSURER E INSURER F : CLAIMS -MADE 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. LTR TYPE OF INSURANCE INSRLSyI VD POLICY NUMBER (MMIDDY/YYYY) (MM%DD/YYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY XSLG26437234 03/11/2012 03/11/2013 $1,050,000 $1,050,000 $ 5,000 EEACH �OCCCpUR�RENCE PREMISES (EaEoccu ence) CLAIMS -MADE X OCCUR MED EXP (Any one person) X BI/PD Ded:50000 PERSONAL & ADV INJURY $ 1,050,000 GENERAL AGGREGATE $2,050,000 GEN'L AGGREGATE POLICY LIMIT APPLIES JEa PER: LOC PRODUCTS - COMP /OP AGG $ 2,050,000 $ AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B x UMBRELLA LIAB EXCESS UAB X OCCUR CLAIMS -MADE AUC466448801 03/11/2012 03/11/2013 EACH OCCURRENCE $15,000,000 $15,000,000 AGGREGATE $ DED X RETENTION $O A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY ICEWMEMBEREXRCLUDEwE ECUTIVEYN (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WLRC46776422 03/11/2012 03/11/2013 X TORY uM TS ER" E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 $1,000,000 E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space s required) Miami Shores Building and Zoning Department are included as Additional Insured with respect to General Liability as per written contract and subject to terms and conditions of the policy. CERTIFICATE HOLDER CANCELLATION Miami Shores Building & Zoning Department 10050 NE 2 Ave Miami 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. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) 1 of 1 #S79414121M7004557 ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MRAHD JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 02 -09 -2012 EFFECTIVE DATE: PERSON: FEIN: 02/09/2012 EXPIRATION DATE: 02/08/2014 MENDIBLE BENJAMIN 260511135 BUSINESS NAME AND ADDRESS: VISTA CONSTRUCTION SERVICES INC 2280 SW 23RD TERRACE MIAMI FL 33145 SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION SUPERVISOR (5608) 2- DOOR AND WINDOW INSTALLATION - IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the tiling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSiON OF WORKERS' COMPENSATION CONSTRUCTIDN INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 02 /09/2012 EXPIRATION DATE: 02/08/2014 PERSON: BENJAMIN MENDIBLE FEIN: 260511135 BUSINESS NAME AND ADDRESS: VISTA CONSTRUCTION SERVICES INC 2280 SW 23RD TERRACE MIAMI, FL 33145 SCOPE OF BUSINESS OR TRADE 1- CONSTRUCTION SUPERVISOR (5608) 2- DOOR AND WINDOW INSTALLATION - IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who ® elects exemption from this chapter by filing a certificate of election I- wider this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 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 Z —A&Ah BUILDING PERMIT APPLICATION Permit Type: BUILDING RECEIVED BY FBC 2cc0 �O Permit No. L } V I /1-- "-16` Master Permit No. ROOFING JOB ADDRESS: tJt 01- 5- City: Miami Shores Folio/Parcel #: 1 l 10(30 ` Tick t County: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: 112573 1 City: c f Tenant/Lessee Name: Email: Miami Dade Zip: NO Flood Zone: a Phone #: °�� L- Z13 State: Zip: 33 (..4a e'r Phone #: CONTRACTOR: Company Name: (! Sr . _ 1 ; S i f ■_ . c Phone #: (U6 1.0 WrS Address: '1.2t-0 -1ni 2%14 T MC City: 1 O 1 , State: kL �1 Qualifier Name: AY1 PIttl DYkovi:V x1 -t ff State Certification or Registration #: C C� C A ® Certificate of Com etenc) #: r7 Contact Phone #: 15V t b -"Ulan Email Address: i b \4S\. (QV1 dkCS . G9 DESIGNER: Architect/Engineer: Phone #: '3, Lt 5 Phone #: '505 ' D AG ck Value of Work for this Permit: $ 35 0 o Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration Description of Work- T4 ONew ARepair/Replace Demolition 5 ii ;: NliAZI.. 1r4FAP ; 31 f+- Eu , Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ TOTAL FEE NOW DUE $ 14° COO Bonding Company's Name (if applicable) t L 1' �� Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 afier the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore oing ins �. ment was acknowledged before me this =1&)=— day of , 20 e 2,b o me or who has produced As identification and who did take an oath. Sign: Print: •n�`c d My Commission Expires: The foregoing instrument was acknowledged before me this day of 1:) Ste` ,20 L,by E'lkc vv \ \ \∎L € who is personally known to me or u as produced �— VV1 S ! -r, %rr n L Z Fir d s identific +!} on and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: C . ,'i? *** * Y ** Y': ***k****** oY �YoY 7Y kaYtF 4tik Y Yk9: 1. Plans Examiner Structural Review (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) ► ■111,_11■••. ttt,iIf a Notary Public • State of Florida e s . es. My Comm. Expires Feb 10, ^!1.1^!1.141 I •.fgFF, ommiss on # EE 63446 Clerk 6634 .............._.. VIS' A .CONST �ISTA Coif STRUC}�7�TpIO! M DI-N S! E JAMII LE . PR '20 SW: 23 TERR lI MI FL 33145 AtC'OR',p® CERTIFICATE OF LIABILITY INSURANCE DATE /04/12 PRODUCER Signal Insurance Group, Inc. 4214 Peters Road Plantation, FL 33317 Phone (954) 797 -7960 INSURED Vista Construction Services, 2280 SW 23rd Ter Miami, FL 33145- Fax (954) 200-6855 Inc. . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY.TFIE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURER•A. Proffered Contractors Ins. Company INSURER B: Progressive INSURER C: INSURER D INSURER Ej__. . COVERAGES INSURER F: THE POLICIES OF INSURANCE= LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ INSR ADD'L POLICY EFFECTIVE 1 POLICY EXPIRATION I LTR INSRD : TYPE OF INSURANCE POLICY NUMBER (MMIDW ,YI QATE . IN pD/yYI LIMITS GENERAL LIABILITY EACH OCCURRENCE • V, COMMERCIAL GENERAL LIABILITY PC -0778 • V. CLAIMS MADE 'dI OCCUR A ' GEN'L AGGREGATE LIMIT APPLIES PER. '.V' POLICY _ I PROJECT I LOC • AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS B d le' SCHEDULED AUTOS V HIRED AUTOS V NON OWNED AUTOS GARAGE LIABILITY ANY AUTO ' EXCESS/UMBRELLA LIABILITY S' OCCUR I CLAIMS MADE DEDUCTIBLE • RtItNTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER f EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below. . . OTHER 205909839 -3 07/21/12 07/21/13 02/12/12 DDAn1 TO 1 $ TE6' PREMISE8.(E;a Pocurence) MED EXP. (Any one person) PERSONAL & ADV INJURY GENERALAOGREGATE 1PROOLIOTi -CONI-PlOP AGG • COMBINED SINGLE LIMIT 02/12/13 (Ea accident) BODILY INJURY (Per. person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) _ , AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG i EACH OCCURRENCE AGGREGATE Kir W STATU- .. ; • 2R-4, _. TO .Y.LM&TS _. II E.L. EACH ACCIDENT I E.L. DISEASE - EA EMPLOYEE I E.L. DISEASE - POLICY LIMIT i i DESCRIPTION OF OPERATIONS f LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Certificate holder is as additional isured CERTIFICATE HOLDER Miami Shores Building Dept 10050 NE 2nd Ave • Miami Shores, FL 33138 • ACOR,D 25 (2001106) QF • CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORi2ED REPRESENTATIVE • 1,000,000 50,000 5,000 1,000,000 2,000,000; 1,000,000 1,000,000 O ACORO CORP ORATION 1988 4por-7 4z-9 Me (OZ. TETJ 11/4,4 At-4( S“oz-a=1 Window & Door Pressure Calculations Project: 429 NE 102 Street Miami Shores, Florida 33138 DATE 08 -03 -12 Pages 1- 7 ALEX KONDRAT & ASSOCIATES, INC. ALEX KONDRAT P.E.# 58086, CA# 9717 13311 SW 103 TER MIAMI, FLORIDA 33186 } ° MECAWind Version 2.1.1.0 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name Address City State File Location: : 8/4/2012 : Alex Kondrat : 13311 SW 103 Miami F1 C: \Program Files Project No. & Assoc Inc Designed By ter Description Customer Name Proj Location (x86) \MECAWind \Default.wnd Directional Procedure All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance, Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Ht: Mean Roof Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = are 1 o =? : 7 -2012 : PE 58086 : Single. Family Miami Shores Window pressures : 429 NE 102 Street -Miami Shores Simplified Diaphragrm Building (Ch 27 Part 2) based upon ASD Design, with a Load Factor of 6 175.00 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 2.07 : 12 13.25 ft 14.50 ft 1.00 ft 60.00 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 = 9.78 Deg = Gabled • 12.00 ft = 1766.00 ft^ Bldg Width Across Ridge= 27.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 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)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.94 • 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33 *z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure = +/ -0.18 • 4.37 = 1.00 = 175.00 mph MWFRS -Wall Pressures for Wind Normal to 27 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting uniformly outward = .64 * ph = pl: Leeward wall pressure acting uniformly outward = .27 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = pw0: Windward wall pressure acting uniformly outward = p0 -pl = 2.22 33.68 psf 33.68 psf 21.55 psf 9.09 psf 24.58 psf 24.58 psf MWFRS -Wall Pressures for Wind Normal to 60 ft wall LAB = 0.45 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.99 psf See Fig 27.6 -2 for Parapet wind pressures Roof Pressures See Table 27.6 -2 Mean roof ht. Pr. Wall Pressures See table 27.6.3 Elevation Wind Plan 1 Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf 1 .00 2 .00 3 -36.05 4 -32.18 5 -26.37 .00 .00 .00 .00 .00 Note: A value of '0' indicates that the zone /load case is not applicable. Load Case 1: Povhl: Overhang Povh3: Overhang Load Case 2: Povhl: Overhang Povh3: Overhang Gabled Roof Roof Overhang Loads (Figure 27.6 -3): pressure for zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 Roolcdgc press ire tr 4ont,'b 1 or 13 #y appplic chi tti6 ttc p- ,3o 7 .00 psf -27.03 psf .00 psf _ .00 psf 4 pp MECAWind Version 2.1.1.0 ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecdenterprises.com Date : 8/4/2012 Project No. : 7 -2012 Company Name : Alex Kondrat & Assoc Inc Designed By : PE 58086 Address : 13311 SW 103 ter Description : Single Family City : Miami Customer Name : Miami Shores Window pressures State : F1 Proj Location : 429 NE 102 Street -Miami Shores File Location: C: \Projects \benjamin \MIAMI SHORES WINDOW PRESSURES \429 NE 102 Street -Miami Shores.wnd a+�r L 2 3 31_2_1 3 Roof not . I 1 1 I I 1 shown 1, 1 1 1 I 1 }' t s' 1 1 1 I i '� 11 I �" 1 1 .` �1 " r/ 1 1 1 r, 1 .1 A 1 1 1 1 `t J 1 1 1 1 J 1 I 1 I ,s' 1 I 1 a$ 3213 3 213 Walls Gable Roof 7 < 0 45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf (1) D00R36X81 (2) WINDOW74X63 (3) WINDOW74X63 (4) WINDOW74X63 (5) WINDOW37X63 (6) DOOR 32X81 (7) WINDOW37X63 (8) WINDOW53X63 (9) WINDOW53X63 (10) DOOR 32X81 (11) WINDOW53X63 (12) WINDOW19X35 (13) WINDOW37X6 (14) WINDOW74X63 (15) WINDOW37X38 (16) WIND0W37X38 (17) WIND0W73X63 (18) DOOR 32X81 (19) WINDOW34X62 (20) WINDOW37X50 3.00 6.75 20.3 4 0.85 -1.05 35.00 -41.61 6.16 5.25 32.3 5 0.82 -1.22 33.91 -47.52 6.16 5.25 32.3 4 0.82 -1.01 33.91 -40.39 6.16 5.25 32.3 4 0.82 -1.01 33.91 -40.39 3.08 5.25 16.2 4 0.87 -1.06 35.53 -42.19 2.67 6.75 18.0 4 0.86 -1.05 35.28 -41.91 3.08 5.25 16.2 4 0.87 -1.06 35.53 -42.19 4.41 5.25 23.2 4 0.84 -1.04 34.69 -41.26 4.41 5.25 23.2 4 0.84 -1.04 34.69 -41.26 2.67 6.75 18.0 5 0.86 -1.31 35.28 -50.56 4.41 5.25 23.2 4 0.84 -1.04 34.69 -41.26 1.58 2.91 4.6 4 0.90 -1.10 36.66 -43.45 3.08 5.25 16.2 4 0.87 -1.06 35.53 -42.19 6.16 5.25 32.3 4 0.82 -1.01 33.91 -40.39 3.08 3.16 9.7 4 0.90 -1.10 36.66 -43.45 3.08 3.16 9.7 4 0.90 -1.10 36.66 -43.45 6.08 5.25 31.9 5 0.82 -1.22 33.94 -47.59 2.67 6.75 18.0 5 0.86 -1.31 35.28 -50.56 2.83 5.16 14.6 4 0.87 -1.07 35.77 -42.46 3.08 4.16 12.8 5 0.88 -1.36 36.08 -52.34 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 r Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf 1 4 Florida Building Code Online Rata Deparnento.f, Busines Professi Regulation MOS HMO Leg Met Regis:mike kat Topics 1 %beet Surcharge Balser reds OfSE,T,V ekibi ;:taNrt "xt'-g.:V;A:z Product Approval USIL Public User Page 1 01 1, ErSgSSMULOALMBI > ietEROMMAZIRMaNnela atal APPaceedan iteltaa FL14569-R2 Affirmation 2010 Approved FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/PhonefEmail Authorized Signature Technical Representative Address/Phone/Emall 3737 Lakeport Blvd. Klamath Falls, OR 97501 (800) 535-3936 customerserviceagentstineid-wen.com u JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcaleld-wen.com Janet Gerard fbc@jeld-wen.carn JELD-WEN Corporate Customer Service Quality Assurance Representative AddressiPhone/Bmail Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or listing National Accreditation & Management Institute, National Accreditation & Management Institute, Milldnit ME TAS 201 1994 TAS 202 1994 TAS 203 1994 affirm thilt there ere lm dqinge$ -if) the nevi Horicla ding Code wflich effect If!y product(s) and u,+ pwduct(s) ;.ne p comOience with the new Florida 13tniding Code. halp://www.iloridabuilding.org/pripr app_dtLaspeparam-GEITXQwtDquxTVAjriltag51021DERWIXNZWHXG1kgnWO... 8/28/2012 Florida Building code Online t • Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mama' Products Page 2 of 2 FL14569 R2 COC 5114569 signed and cgrt.pdf Method 1 Option A 12116/2011 12/16/2011 12/18/2011 PL* 14569.1 Number or Name i, Wood Edge Door nasal 6' -0' x 6'-B' , Full Lite, Single or Ruble Door, Outswing - LMI Limits of Use Approved for use to HVHZ: Yes Approved for use outside HVtHZ; Yes Impact Runt; Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer Inductions as stated on drawing IW050903 neck FL14569 RZ C CAC N1006255- R4.PDF Quality Assurance Contract Expiration Data 09/30/2013 Snstaltatlor Ine3ruclions FL14569 R2 11 JW0509- 03,PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 4- 13- 11.Dd1 Created I r dent Third Pa Yes Next Contact ut ::12411.8139=1129=41/L1101 Tea State of Famines an AMEEO employer. Caovrlaht 2007.2010 State of Floridp, :: P[U@cY.25121 meat :: do not send Under Florida dew, email addressee ere public recant. If you do not ward your e-nroll address released to response to a P 650:.1395. *Pursuant electronic man to this entity. Instead, contact the Mice by phone or by traditional mall- It you have any questions, p with an to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. P.S. must provide the Department email address If they have one. the entails provided may be used Inc afflclal common/cation with the licensee. However emad addresses are public record. If you do not wash to supply a personal address, please provide the Department with an email address which can be rnade available to the pubic. TO determine If you are a licensee under Ohapter 455, F.S.. Please d1ckJ 1O_- Product Rppsweet/tv+efbr • Crei it f,,,F rri SAFE lutp://www.floridabuilding.orgfpripr app! dtl• aspe param— wGEVXQ wtDquxTVBjdRcYg %2IDEHWIXNZWHXGll:gaWO... $/28/2012 /\• BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 December 12, 2011 TO: FROM: MANUFACTURER: FLORIDA PRODUCT APPROVAL #: PRODUCT CATEGORY: PRODUCT CATEGORY: SUBJECT: Dear Sir (Madam), Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407- 644 -2366 FX contact@buildingdrops.com Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 JELD -WEN 3737 Lakeport Blvd Klamath Fails, OR 97601 FL14569 -R1 Exterior Doors Swim Exterior Door Assemblies Product Conformance to the 2010 Florida Building Code I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted In the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING CERTIFICATE CERT. EXP. TEST SIDS. 14569.1 JW0509 -03 1398 N1006255 -14 09/30/2013 TAS 201 -94 T 202'94 AS TAS 203-94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1of2 ^di BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com Please note that! do not have, nor wilt1 acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the testis) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.1616:29:10 -05'00' Page 2 of 2 NOTICE OF PRODUCT CER CATION CERTIFICATION NO: NIB DATE: linaila„,_ CERTIFICATION PROGRAM: atnistueL____ COMPANY: 3TEX,D7'Wg,N CODE: J-104-3 REVISION DATE: 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria been satisfied. The product described below is approved for listing in the Directory of C.ertified Products at www.NAM1Certificationcom. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 JELD-WEN's "Steel Wood-Edge" Double In-Swing/Out-Swing Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:ICC Glazing 10-0.125" Temptered Glass/ Laminate- 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass Frame: W- 62° Panel: W- 3'1" DLO: W- 1'10" 11- 6'11" 0-67' H- 5'4" 11- SPECIFICATION PRODUCT' RATING TAS 201/202/203-94 Design Pressure: +60/-60 paf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1 (Structural/ Impact)/ NC IL-SW/2011-070 Expiration Date: Member Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Manorial Highway Hayes, VA 23072 TEL: (804) 684-5124/ FAX: (804) 684-5122 Y 6t LUNG 37 1/Y MAX. ritog MTN ] 33 a /4" MAX. PANEL MOTH D AND SEALED dAtE: wet tR9UKf 1tV1rd Ale ►M8 ASTAt ("6R6 444rT gE ANdotaRED DAOPERLY TO TAAA$ ER STRUC TLIRE 3. PRODUCT rna 9B$ 4LLBEA .sLSTCDANDBRACEDASSreDWk©N OETAkS. ApicoorforseDoster ra eAsE AMATERIAL SHALL es MIND WALL DRES`$ff OR inuao, 4 Dt$IPtED PRE9&1RE RA TMVf3 SEE T.49Ls o. PAGE 1. e Ma PRODUCT MEETS THE WA rER REOLOREASET+'TS rEN4 frG'4 vEL 3 to .8 rAmnwrrlatqualiy AKO9 per ABM 820 strong& Fyrave)o30627 psi Cora Destine 8;pmrrket poiyetrene wtfh 1.0 to 1.337asGantry, by,okfWbT to fee Cmlcfaaccmn: The BaOve midhrafaire were are a,f front td ham d4 CIA fear ,+fir,)gely redsfset The lace sheu�attaparOtrL arm are Gera 9O over the !1p and pattern rats The Si, raft messages 1.t1' NOP x tear hide. The steel totem raii nreaeaares 121° NO x 144 adds. The Wes a# roe lace Sheers are rpp formed Imo ore !akin end petgo Stabs ea Tat tltetralre 1.Ot1 tdgh x 1.688` aide. The interim' & ry i■ oat wen wended pO alyrene. The face Pests ere glued t0 ti1N overflew pot3 yrene. The panels are c4 ask tin the It oviece t1i Arumtraen ALLEN frame. Urns eva glared WM tampered and ternamteel r Xa. On avietle Wm app1ca6oM the inactive clear is tuft with en muted Turn astragal ot8003 Tb arty, manulectured by Endue PrN!(i Orlmrbvs!ldn: The frames are coostrueAoS �lkrgerjcantad One Iambs measuring4.9/Ir+f 1• T.4 The head jambe ant martlaeOandea jaInedto the side lamb3, end attached with three (3)1&34 7/16' ctdwn x 2' (ale staple. an each side. The thresottoki ie Meted t0 the ..Side ja'nbe with t u t e e 4 3 ) 160A 7/16' ammo It 2'rong more' on aastdf sue. 2axN?a; OOL Insulated the ie. 1' overall thickness, consfeting of one (1) pane oT a. t25'temoored grass% a 5' air space; five.(2) panes of a 1?S almea/ed wiltf .090- PV8 imerfeyer by Solari& Alt Res are sandwiched grazed rule the panels. A•SP6 average minimum yield see- —0 TABLE'1 tE d £P?AT 3 �'� A I Asia 40.01 PWITWE IIIIIIIIIIIIIMIIIIIIIIII NECArIVe 11011111.101111111111111 OWNS apron/Jr utar SCAhlt ! .1'-0" [TWA* signed by Alex Reoson; I am aopI V$1 g this document Data: 2011.10.07 0901,48 04'00' NOTES; 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN AIASUNRY /CENICRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR T•rI, 2 *sit IN 1X BUCK OPTION IN , SEE SHEET 4 FOR DETAILS. atemsornw rtaasa r c.xa190w err e. x+�Are AWL 519. 49 vAar6 VAWC,r3 inn pen MT. Cr Wet qa. 26599 2,/5/0 8 sterr t or 7 TAIL A SHT. 7 SEE DETAIL A SHT, 7 cur r illEli ZIlliT L7•1, 1:Xi i.4,— MIL ii' FEZ 1,...INIMILL■2.11Lir O'FOR TAPCON MASONRY AND NOM) SY EW AN SPAM° (mats 15 & #34), SEE SHEET 5. 0. FOR VERTICAL ANCHOR IN 1% ELK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. ® OPTIONALLY, ANCHOR CAN NE PLACED IN NARROW SECTION OF HEAD OR ,IAMB AS LONG AS MINN4VM ENDEOMENT IS ACHIEVED. 2/5/08 'AS N0T$ ICJIL CAWS SECTION f RAPE INSTALLATION AL CROSS SECTION TYP. 6 INSTALLATION SCALE' 8" ®1" -0' » erfROU ROOM m Wirtatsi& uC. 1F W. F Aft STE Ca =rut PM, Ft 92189 firo91 031T. cfr /aft Ka 1 1/4" WC DS .7,r AFF r t ;-- 4n111 ' WEL, 177 • ION r (1::) 44:11RACA MN " •-e-0• Vans r.".> Amiga. IMMO PAM re110. 901Ilr 0, POOL OF 14 WM) LAWN NG mow Wax otATIS mauirr .02 01010.4/. 1117W ADF5OL0 OlW PLAT Muff ifa X 1 Ptau.PS Ma IMO KM =MIL a> 2 Omit 10 Suseasot Poi tin= annul. 3/11" rro UL Z$0 EDFOR woos losoPar MW e000 War sPAcuka ens f a 04 SEE S/1107 ED zAN rime. ANCALW 04010. 0PTION DJ mnarenvalweerr. SEE SI4ECT 4 14111 rrs OFT1ONOW. 1—• AS iiiisaw Cottlicatiolk: AeviE-i L. ot r4ity A IrAil 1 I /4° r 4,4.1 A 7;7:::TICTirrofgarri. Nt oc6e Dae .7/ P , vswt oh, ANCHOR # EXTERIOR SfEIE MUM 3/4" 8 W8 MIN !i IAZ,L171:. DRILL 3/8 ASTRACAL RETAINER BOLT MOLE THRU FRAME/MASONRY A 1-3,4r DEEP BAWL 4 -NA M01187714' DM#JL SCALP 3" .4 DETIU THROFROLT STROW PLATE FOR *3'4D SCAM 3" .4 -0° RAWL C MUM PLATRS _r0 MIMS SCAM' Mr .4 -0" AMA Min ekir SCALIP 3 DRILL 3/8* RU 1 1-3 ir 1/2' x i/4 SPACER g ° TEMPERED /2° AM SPACE maw Pve tHIERLAYER BY SCUTIA NOA 1019-0208.0 I/8° ANNEALED *AI vs- GLAS Bin at RATA/NEW STRIAE ereArN FOR fl4L SCAM: 3" =1 -0" fififfirciiar A-TS TA 5. 4.0 9•••••0\ .$4 id■WAL Ittoomkit■-• LAM WM* 77.010177,070. 07Riwaimet *C. 7Trii **101(4,17%.17i MUD �IO WM NO000 or 7 ,T7 4 9/1B" 3110011 /410 1P1ActiaiWAIM7N 2 1k 2 lir -0-- r- Vie MPRISSION ArSAIATRSTRIP -850 3Z61-O SCA -0" -a- 1 3/16" . • ; 4 1. TX, 11//6" j / tir 17/16. rvp .01411 (LVL) SrILS (LVL) 11 S7/LA" ALS: 6" 1 -Q 3/18" C-.r TE ......KNO 1--USE •10 VA:70D INSTALLATION SCREW W/ 1 1/2" MIN, EMBEDMENT / WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD te OJOS. 2-USE #8 x 2 1/2" PFH W0013 SCREW WHEN INSTAWNG tNTO MULLIONS. 3-LISE 3/16 TW TAPCON ANCHOR W/ 1 i/4 MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE T4/.1 .4 - cvilterAwslifir SCALR. 1,/e =1 -0' .! Af.t N111 S'L'Aldr; 0" 1 --Ai 1 3/4 1..... _olows$4 0"1,16 SPY U61010mtm mama f_ 10,i CairrWORKIL LLC, 127 0. I. kfiliAMAS MeV,: 4.10 WWI PAM'. VMS RN �lfl OV Km mop? DRUM IV.: JW0509 - 03 stow cr 7 R i •1 CertWorks FE Certifkate of Authorinttion No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwilcs.com Product Evaluation Report of Jeld -Wen Inc. W Edge Impact G Steel Ointswing for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product Material: Product Dimensions: 1— A (Certificate Method) Exterior l ; + r Assembly Swinging Exterior Boor Assemblies Wood Edge I ' <; « Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Evaluation Report Pages 1— 4 Installation Details Pages 5 & 6 Digitally signed by Alex Spyrou Reason: t am approving this document Date: 2011.06.13 15:3729 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 CertWorks ft works k'S Golificate of Authorization No. 28620 FL *: 9.14569 Date: 6/6/2011 Report No: 1398 Manufacturer. Jetd-Wen Inc. Product Category: Exterior Door Assembly Product Sub- Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) forield -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See installation instructions J1iit0509-03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, i di. the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shah be beyond wail dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW050943 require further engineering analysis by a licensed engineer or registered architect. 5. See installation Instructions JW0509 -03 for size and desert pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks RIPE Certificate of Authorizatkm No. 78520 : FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N- 3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National lion & Management institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330-02 • ASTM E 283 -91 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05 Product Testing performed by National Certified Ted Larry, (FBC Organization it TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04 /28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 Quality Assurance National Accreditation and Management lnstitute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management institute (FBC Organization #: C R 1773) Certification #: N1006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do refire an impact runt covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 CertWorks it wow FBPE Certificate &Authorization No. 28520 FL*: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame : A. For 2x wood buck substrate, use 610 Wood Screw type Installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood buddng is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of L25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter iTW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25° into concrete or masonry. Refer to Installation Instructions (1W S09 -03) for anchor spacing and more details of the installation requirements. Design Preure: Design ure 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 CertWorks works, RAPE Certificate of Authorization No. 28520 FL*: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld-Wen Wood Edge Impact Glazed Steel Ott r ) 2" --""P. /2 t Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5