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WS-11-915
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163103 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: DUERKOP, SYLVIE Job Address: 1250 NE 94 Street Miami Shores, FL 33138 -9 Project: <NONE> Contractor: AGIO CONSTRUCTION Permit Number: WS -5 -11 -915 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050100200 Building Department Comments INSTALL WINDOWS AND DOORS Passed /��, —/ 7 Qr"Q� 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- 162505. CREATED AS REINSPECTION FOR INSP- 159989. Work does not match plans. Rear room enclosed with wood. NB same comments August 17, 2011 For Inspections please call: (305)762 -4949 Page 28 of 46 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 BUILDING PERMIT APPLICATION FBC 20 Permit NoWS 1 15 Master Permit No. Permit Typ : BUILDI—N-ED ROOFING OWNER: Name (Fee Simple Titleholder): S %L'J i r Phone #: Address: i 1, S ® Nt-sY° city: 1 t Rf t'1 S ic®A S State: 1 DA Zip: 3 3 "M 7 Tenant/Lessee Name: Phone #: Email: S 1..V ; JOB ADDRESS: / Z., 5'0 4.LOca k City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: 33t 3 8 NO Flood Zone: CONTRACTOR: Company Name: 46pt.O ` cul).5T J e.Ta o n) �eg VI LE ,2 Phone#: 3o. 94 2 • Z134 Address: &47Z S�� JJSZ c L. - /47Z City: 111A t`7 , ` State: FL Qualifier Name: bra') 1E42. ��Lc p --e- State Certification or Registration #: CC1C- /cc l Si in Certificate of Competency #: zip. 331 2� ?3 Phone#: 30§T c , . Contact Phone #: Email Address: 4C1 1.0 C r.r?..) C -VOC7" t ( C 17r?e DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /If 0, () 0 0 Square/Linear Footage of Work: /80.5 Type of Work: Addition Alteration UNew ORepair/Replace ODemolition Description of Work: 357-.4 Li. 7"1ON Oi ® 1 'TACT—. l.,a)!iJ 7 f)u J S � 2 C7r- ******** * ****** ** *** ** ******* * * * * ** * * ** Fees************* ** * ***** **** * *** ** ** * ********** F$ CO /CC$ Submittal Fee $ •U Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ DBPR $ Bond $ Technology Fee $ ofr Lto Bonding Company's Name (if applicable) Bonding Co m Sany' 4 Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip AJ�Q Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I - > absence of such posted notice, the inspection will not be approves and a reinspe'tion fee will be charged. Signature Owner or Agent foregoing instrument was acknowledged before me this 1 1 day of d`( ,20 t ,byc- -uf ( .rL-(.. 7 who is personally known to me or who has produced ("L- -t As identification and \who, Off, take an oath. \ \ \"' NOTARY PUBLIC: Sign: Print: My Commission Expires: * ******* **** * * * * * ** * * **** APPROVED BY ® ''% x, '.1zz0,°)e_12,,,217° E • S • ]rllilreo Signature Contractor Tile foregoin strume ` t was acknowledged before me this ) 1 day of 11 oct , 20 ll , by S A& - L (0-1:2_ 2 , who is personally known to me or who has producedL_ 1 as identification` drohgyl�d take an oath. NOTARYPUBLI //�•` ° ° ®��3��15 �� °' °i°, O / Sign: t� 0,0n,:m Print: ® .. 4,A '�OS2 ate ' My Commission Expire°s+� •...•••'' \5 ******************************************** *** * * * * ** ****** ** * ** * *** * ****** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11-3Zp� "o o • ©ZD© STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111 Mil 1111111111 111111111111111UMW c FN 2011R0359356 OR Bk 27708 Ps 2758; (fps) RECORDED 06/02/2011 13:12:22 HARVEY RUVrII+ir CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE (Sce above reserved for use of recording office 1. Legal description of property and street/address: !ZS 0 E 4 J'T2c [ T M �'R r? 5 oz .S 1 FL. 33/3e 2. Description of improvement 1/1) OreaLL el 1-1". of- in? c. u, ". 2 S.'ivG,.(oOe. 3. Owner(s) name and address: L. Interest in property: 0 LA) A.) F . s 1" Name and address of fee simple titleholder. 4. Contra tor's name, address and phone number. A ? K/. Q 5. Surety: (Payment bond required by owner from con tor, if any) Name, address and phone number: A// Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. A) 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (7C'%O S F_t'Z. 3 / 20 // (the expiration date is 1 year fro f1he date of recording unless a different date is specified) WARNING TO OWNER: 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 RECOfatDIjJG YOUR NCTtCF OF COMMENCEMENT. S ignature(s) df'Owner(s) or Owner(s)' Authorized fficer/Director/Partner/Manag r y Prepared By g YAJi e R jr.°O Prepared By `�L- V i v t t_ l ZS0 /Of 9 4 g! Print Name °� Y L-V �- EZ}f.' Q Print Name Axil2 I3sC �71II P.o S� FL . Title /Office p u) ) E.Q. Title /Office 61,34 STATE OF FLORIDA COUNTY OF MIAMI -DADE Bye forrgoin,O instrument was ack(1owle; ed before me this �►_ day of ❑ Individually, or ❑ as for ❑ Personally known, or produced the following type of identification: 313d' kii%,ss` Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. �1�irrrutssst�t4` "\� Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By 123.01 -62 PAGE 3/10 By 1 MATEO H CERflF tiffs ts.e trig O tUW � h of idey of a 2 my AD' Sea. RUM, CLERK, of • and ,, Cowts ...� _ -- - D.C. ❑ Contractor ❑ Owner ❑ Architect Address: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: 512.1111 (-off z 10 I Hido Nt 94g 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 Departm to continue permitting process. Acknowledged by: _ ,� � �■ PERMIT CLERK INITIAL:'f 2 0 /1 RESUBMITTED DATE: (47 PERMIT CLERK INITIAL: S12,(ofu Permit No: 11 -'WS Job Name ,2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 [ �% Buildin,%Critique Sheet ,Q ixe /C�dl•�c: / / .C4T t/LJ / 4cc .lS / 4 GL. 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. Norman Bruhn CBO 305 - 795 -2204 13 ita CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: yL.v'1 mac. j do ((o PERMIT # ADDRESS: \Q' C> 45 ■ 1-itAt-ii 5 R0i2ES FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): ( 0057 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): )2. OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Miami-Dade My Home My Home ad+.ov Show Me: Property Information Search By: Select Item Text only 11 Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 -01 -0200 Property: 1250 NE 94 ST Mailing TIMM DUERKOP Address: SYLVIE DUERKOP Living Units: 965 NE 90 ST MIAMI FL Adj Sq Footage: 33138- Propert y Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,384 Lot Size: 15,900 SQ FT Year Built: 1955 $50,000/ $372,891 MIAMI SHORES BAY City: VIEW PB 40 -16 W35FT $50,000/ $476,744 OF LOT 21 & E65FT OF Legal LOT 22 LOT SIZE Description: IRREGULAR OR 19588- 1077 04 2001 1 COC 22122 -4509 03 2004 1 OR 27643 -2477 0411 01 Assessment Information: Year: 2010 2009 Land Value: $191,671 $279,968 Building Value: $231,220 $246,776 Market Value: $422,891 $526,744 Assessed Value: $422,891 $526,744 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption Exemption Taxable / Value: Value: Regional: $50,000/ $372,891 $50,000/ $476,744 County: $50,000/ $372,891 $50,000/ $476,744 City: $50,000/ $372,891 $50,000/ $476,744 School Board: $25,000/ $397,891 $25,000/ $501,744 Sale Information: In mni i Page 1 of 2 ACTIVE TOOL: SELECT 0® Aerial Photography - 2009 0 • 116 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacv 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected N Property dokge Street ed Highway Miami -Dade County le Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 5/19/2011 iViami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIERS STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION), YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 C,C,)S1JCY COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: �%C i O l SER,o,c4") LL-C, BUSINESS ADDRESS: 641 Z S 1. / S Z £`a IL. ! 4 7zCITY M IFA M I� STATE FL. ZIP CODE 3 1 9-3 BUSINESS PHONE: ('305 ) 96Z- e 7 5 k2 FAX NUMBER ( ) CELL PHONE ( ) QUALIFIER'S NAME: TA Vf l E IgN Of e 2. QUALIFIER'S LIC NUMBER: C61 C r g 15 0 fi a E -MAIL ADDRESS (IF APPLICABLE): /46 ®C 0 .0,M U C`% 1®.11/4 A I L. 0 CO V/ Created on 3119109 BY MLDV 1 RV 3126109 MLDV ALEX SINK CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 07 -09 -2010 CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: 07/09/2010 LOPEZ FEIN: 271070247 BUSINESS NAME AND ADDRESS: AGIO CONSTRUCTION SERVICES LLC 6472 SW 152 CIRCLE PLACE #1472 MIAMI FL 33193 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR EXPIRATION DATE: 07/08/2012 JAVIER A IMPORTANT: Pursuant to Chapter 440. 05414), 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 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 shell 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 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 07/09/2010 EXPIRATION DATE: 07/08/2012 PERSON: JAVIER A LOPEZ FEIN: 271070247 BUSINESS NAME AND ADDRESS: AGIO CONSTRUCTION SERVICES LLC 6472 SW 152 CIRCLE PLACE #1472 MIAMI, FL 33193 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT 0 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 L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt 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 09 -06 blIA ,t t -D DE COUNTY TAX COLLECTOR 140 W. FLAMER ST. 1st FLOOR i MiAfti , FL 331 3O OC L BUSINES TAX EC!PT Nii ru` 1- AD ' COUNTY ST.-V: ,7 a �. .. a1 PIRE y SEPT. ti i MUST T BE, .ti P,L. " : ! :) AT PL.MC .PURSUANT TO COUNTY &ODD Ra t ` - FIRST -CUSS LI.S. POSTAGE: PAID MIAMI, FL PERMIT NO 231 HS IS NOT A6ALL -G 0' MOT ,IAY 663886-1 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. ; 690955 —1 AGIO CONSTRUCTION SERVICES LLC STATE* CGCIS18IO2 6472 SW 152 CIRCLE PL 1472 33193 UNIN DADE COUNTY OWNER AGIO CONSTRUCTI3N SERVICES LLC Sec, Type of Business 196 GENERAL BUI DING CONTRACTOR This I5.. :ONLY A LOCAL EM MEN A RECEIPT IT • DOES NOT PERMIT THE: • - IlHOLDER TO .1VIcLATE ANY EXISTM REGULATORY OR ZOniNG LAWS OP me CoFJNyY OR CITIES. NOR nOES IT rXEMPT THE "-).DER Mom ANY OTHER. It IT OR LICENSE: `ciED BY LAW., THIS IS . "ERTI FICATION .. OF • n.S OUALUF1CA- `T Y TAX 3/2010 900077 .00 SIDE WORKER'S. 1 DO NOT FORWARD AGIO CONSTRUCTION SERVICES LIZ 6472 SW 152 CIR PL 14 72 MIAMI FL 33193 11 11sll11 1!l 1I1 11T1 111 1 1311 1 121 A J CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYY`) 05/18/2011 "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 786 - 573 -4485 786 - 573 -4486 Insurance NOW Agency 12915 SW 132 Street suite 4 -B Miami, FL 33186 CONTACT NAME: Mayleen Blandon PHONE 786- 573 -4485 i . No): 786- 573 -4486 ac. No. Ext)• DRESS: mayleen@insurancenowagency.com CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Agio Construction Services LLC 6472 SW 152 Circle Place # 1472 Miami, FL 33193 INSURER A: Western Heritage Insurance Co. OCCUR INSURERB: INSURERC: 06/10/2010 INSURERD: EACH OCCURRENCE INSURER E : INSURER F : $ 100,000 $ 5,000 $ 1.Q01.000 $ 2.000,000 $ 1,000 000 • REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL JNSR SUER WVD POUCY NUMBER (MM/DDYIYYYY) (MMIDD/YYYY) UMITS A GENERAL UABILI Y COMMERCIAL GENERAL LIABILITY L✓ OCCUR SCP0804105 06/10/2010 06/10/2011 EACH OCCURRENCE $ 1.000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 $ 5,000 $ 1.Q01.000 $ 2.000,000 $ 1,000 000 CLAIMS -MADE MED EXP (Any one person) PERSONAL BADV INJURY GENERAL AGGREGATE GEM_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 71 POLICY PECOT LOC deductible $ 0 AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA UAB EXCESS UAB _OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N /A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POUCY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept. 10050 NE 2nd Avenue 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 Mayleen Blandon ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STRUCTURAL CALCULATIONS NEW DOORS FOR: TIMM & SYLVIE DUERKOP 1250NE49ST PINECREST, FL DATE: May 11, 2011 STRUCTURAL ENGINEER: TAIN - RAMIREZ, INC. CONSULTING ENGINEERS FREDY THIN, P.E., S.I. uc. NO. 81011 Stain @fain- ramirez.com 13390 SW 66 ST MIAMI. FL. 33183 CA. # 27157 PHONE. (305) 839 -9800 NMCMIN/,' IR MAY 1 9 2011 JP THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, WITH 2009 SUPPLEMENT • ASCE 7 -05 • ACI- 318 -05 • AISC MANUAL OF STEEL CONSTRUCTION, ASD, 9TH EDITION • ACI 530-05 • NDS FOR WOOD CONSTRUCTION, 2005 EDITION WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 8 FREDY TAIN, P.E. P.E. No.: 61011 C.A.: 27157 SEX DESCRIPTION PAGES 1- fND LOAD CALCULATION 1 TO 8 THESE CALCULATIONS HAVE BEEN PREPARED LN ACCORDANCE WITH THE FOLLOR'LNG CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, W1 1'H 2009 SUPPLEMENT • ASCE 7 -05 • ACI- 318 -05 • AISC MANUAL OF S PEEL CONSTRUCTION, ASD, 9' EDITION • ACI 530-05 • NDS FOR WOOD CONSTRUCTION, 2005 ED1i'1ON WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 8 FREDY TAINT, P.E. P.E. No.: 61011 Tain- Ramirez, Inc CA.: 27157 13390 SW 66 ST MIAMI[ FL; 33183 305 639 9800 ftain@rairt -r amirez.com WIND LOAD CALCULATION ...1 Project: TAIN -RAM IREZ. INC. CONSULTING EN'G!NEER FPEDY TAN, P.E., E.[. Lic. No, 61415 Itain@taia- ramtrez.com 13390 SW 66 ST MARC FL. 33163 G.f. t: Z7 7 PHOWE (305i 639-9800 WIND PARAMETERS FOR WIND CALCULATION V= mph Importance Factor= 1 internal Pr Coeficient (Gcpi)= 0.18 Enclosure= Enclosed Category= 11 Standard ASCE7 -05 Software: Wind Loads on Structures 2005 (by Standard Design Group) Building size Least Horizontal Dimension LHD= feet Biggest Horizontal Dimension BHD= 3i `;`feet Roof mean height h= 1 feet Slope degree a = smallest of: a =10% x LHD a= a =0.4xh a 6.933 feet 6 feet 6 feet a= no less than 0.4 x LHD 27.732 feet 3 feet 3 feet Et= 6 feet Effective Areas Windows= 10 sf Doors= 20 sf Exposure= C 3 Project Name: Duerkop Location: Pinecrest By: FT Start Date: Comments: Componets and Cladding ?:2011 \sebastlan \Du rkopp \Gales \Duerkop .wis Due'rkop May 1 i 2011 ASCE7 -D5 Local Information Mind Dir. 1 2 3 4 Exposure C C C. C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures 2005 -- [1.10] Copyright C 2000 SDG, inc. Page 1 of 5 Du &r-kop May 11, 2011 Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall Length(ft)1 Overhang(ft) 1 80.33 2.0 2 69.33 2.0 3 80.33 2.0 4 69.33 2.0 Eave Height: 21 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Cabled Roof Slope(Deg) A &B ! 14,0 W2 A B W4 W3 ASCE7 -05 Front I Right A - -� � B B W f W4 IW3 W4 W3 W2 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, inc. Paae2af5 '-Due'rkop May 11, 2011 Composite Drawing \ 2/ ASCE7-05 1 A 4 B / / 4 \ Wind Loads on Structures 2005 — [1.101 Copyright © 2000 SDG, inc. Page 3 of 5 ' • D'u rko p May 11 ; 2011 ASCE7 -G5 Components and Cladding input Component Description I Wall /Roof !Surface Label I Zone' Span(ft) I Width(ft) f Area(sgft) Windows (10SF) Wall 1 (All) 10 Doors (20 SF) Wall 1 (All) 20 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, inc. Page 4 of 5 P May 11, 2011 ASCE7 -05 Components and Cladding Outpu Component Description Surface 'Zone i z(ft) q(psf) GCp GCpi l ExtPres(psf)I Net w/ +GCpi (psf) I Net w! -GCpi (psf) Windows (10SF) 1 4 25.3 44.0 1.00 0.18 44.0 36.1 51.9 25.3 /iii 0 -1.10 -48.4 -56.3 -40.5 5 25.3 44.0 1.00 44.0 36.1 51.9 25.3 44.0 -1.40 -61.6 -69.5 -53.7 Doors (20 SF) 1 4 25.3 44.0 0.95 0.18 41.8 33.9 25.3 44.0 -1.05 -46.2 -54.1 5 25.3 44.0 0.95 41.8 33.9 25.3 44.0 -1.29 -56.8 -64.7 49.7 -38.3 49,7 -48.8 •••• • • • • •••• • • • •• • • ••• • • • • • •• • • • • •••• • • • •••• • • • • •. • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • •• • • • • • • Wind Loads on Structures 2005 - 1.101J Copyright © 2000 SDG, inc. Page 5 of 5 i MaAM COL)NTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Qnaybr idge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode 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 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, 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 Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3 -1/4" sill 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 been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). F1'L -3908, dated 10/09/03, F1'L -3909, dated 09/26/03, F1'L -3910, dated 09/30/03 and I1'L -4287, dated 09/22/04, signed and sealed by Joseph Chan, P E and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by A1- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME - 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to Glass ® Plus" dated 01/17/02, expiring on 01/1 2. Notice of Acceptance No. 07- 1116.04 issued to for "DuPont SentryGlas ® Plus ", expiring on 01 "E.I. DuPont DeNemours" for "Sentry 4/07. E.I. DuPont De Nemours & CO., Inc. /14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOA# 06- 0606.02 and 04-1117.051 i I Isla q L Chanda, P. E. Product Control Examiner NOA No 09-0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E -1 192" MAX. 6• MAX. HEAD /SILL CORNERS DOOR WIDTH .. iS• MAX CLUSTER OF ANCHORS AT HEAD /SIU. (STILE LOCATIONS) HEAD /SILL SEE (I YI : 1 DETAIL ON SHEET 3 `, a n = v d n - J /, // // N / 7, // � \) 1 r---; 49 1/16" MAX. i r t t 43 11/16" MAX. — 1 -- r� O.L. OPG. PRODUCT RENEWED temp 11I$whh the Florida PANEL WIDTH 49 5/16• MAX. SERIES -4000 ALUM SL1p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ere819906N00 — 2/0.t1 7 F mflo9 Dote L 1 f t f Br 1u14 L..C1 vt.1 MilSI Dade 1- A rodoef Conf o! DtvEdoo 08. HUMAYOLT4 FAR001) STRUCTURES F(A PE # 16557 C.A.N. 3538 m I J A drawing no. W03 -100 We-4-t. 1 of $) 3/16" H.5. GLASS .090" INTERLAYER 'OUPONT SENTRYGLAS PLUS' 3/t8" H.S. GLASS SILICONE DOW CORNING 795 rc GLASS TYPE 'A' 3/16" H.S. GLASS .090" 1NTERLAYER 'DUPONT RUTACITE PVO' 3/16" H.S. GLASS SILICONE DOW CORNING 795 -0 XO (SHOWN) OXO (SHOWN) Ox XXX xx GLASS TYPE '0' -5 -0 4- XXX (SHIM) 5/32" HEAT STREN'D GLASS .090" INTERLAYER 'DUPONT RUTACITE P58' 1/4" HEAT STREW° GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' SEE SHEET 3 FOR 90 OR XX DOORS WITH HEAVY REINFORCING DESIGN 00AD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'D' OR 'C' FAXEL wow w01100 NO REINFOR'G MEDIUM REINFOR'G HEAVY RREINED EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 38 42 48 54 ! 80 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 98 - - - 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 -0 4- -0 G- OXXO APPROVED CONFIGURATION$ XOXXOX (SHOWN) 4- 4- -0 XXXO(sHOWN) XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL Sill-9 THIS CHART. PRODUCT RENEWED 68 waplh,9 whh the Florida Rvidhrg Acceptance No jr- C2/t3.67 Espindion Dote ,4 4 /J, 7a /y Division NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 81300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 n9.1 G9. HUNAYOUNN FA1 00 STRUCTURES FLA. PE # 18557 CAN. 3538 JAN 9 0 Z009 O rn Om 2 Tr � 3 I droving no. W03 -100 eh A -2 of -81 6' MAX. TYP. HEAD /SBA CORNERS 72" DOOR WIDTH ( CLUSTER OF ANCHORS SEE DETAIL BELOW 15' MAX TYP HEAD /SILL 31 3/8' D.L. GPO. 37" PANEL WIDTH 31 3/8' D.L. OPG. TYPICAL ELEVATION 4- XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY -PSF (08 OR XO ONLY) GLASS TYPES 'A' OR 'R' SUBSTRATE m HEAVY REINF'G (SEE DETAIL SHEET 5) 4. DOOR HEIG}R 0 3 o B1 1D -/ n 31 3/8' D.L. GPO. 37" PANEL WIDTH 31 3/8' D.L. OPG. TYPICAL ELEVATION 4- XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY -PSF (08 OR XO ONLY) GLASS TYPES 'A' OR 'R' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH DOOR HEIG}R SCHEDULE 'A' SCIIEDUIE 'B' 98495 MCNES EXT. (4) INT. ( -) EXT. ( +) INT. ( -) 30 1/4" ANCHORS 80.0 103.0 80.0 I 103.0 38 80 80.0 103.0 80.0 103.0 42 80.0 103.0 80.0 103.0 45 80.0 103.0 80.0 103,0 30 98 80.0 103.0 80.0 103.0 36 80.0 99.9 80.0 103.0 30 1 80.0 103.0 80.0 103.0 38 80.0 95.0 80.0 103.0 THE SHOWN EXT. ( +) LOADS REQUIRE 3 -1/4" SILL HEIGHT (DTL. 81 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO 470.0 PSF IF 2 -1/2" SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE 'B' WOOD HEAD 5I11 I/4" ANCHORS 5/18' ANCHORS 1/4" ANCHORS 1/4" ANCHORS JA318 1/4' ANCHORS I /4' ANCHORS CONCRETE HEAD 1/4" ANCHORS 5/18' ANCHORS SILL 1/4" ANCHORS 1/4' ANCH0R5 BLOCK JAMB 1/4' ANCHORS 1/4' ANCHORS NOTE: ALL CLIP ANCHORS m 1/4' DA. (ITEM 110) MULLKTN ANCHORS - 812 SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 91300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC- 2 19 6" 6" RETAINING CUP AT HEAD k SILL 0 ED O CD- 1 1 /2' 11/2' 2' 7' DETAIL CLUSTER OF ANCHORS AT STILE ENDS (PRODUCT RENEWED ape Bdewh6 the Florae Acceptance No Zia. I DITT61ou ^9� . NUMAYOUN 164000 STRUCTURES OA. T'E. 9 15557 C.A.N. 3538 JAN 0 7.009 O V C1 0 9 R 4aS.84 gm.,a. r i drawing no. W03 -100 sheet 3 of $) 3/4' MIN. 9/18' MIN. TYPICAL ANCHORS 1/4' DIA. 3 PER CLIP TYPICAL ANCHORS IN PAIRS I /4" ANCHORS USE 5CH. 5/18" ANCHORS USE 5CH. 'B' SEE ELEV. FOR SPACING TYPICAL ANCHORS A PER CUP ` 1/4" DI 1 "l a BY TVOOD I mu1.111.11.1.a _z7 is _(7 003 TYPICAL ANCHORS 1/4" DIA. 3 PER CUP to TYPICAL ANCHORS IN PAIRS 1/4" DIA. USE 5CH. 'A' 5/18" DM. USE 5CH B' SEE ELEV. FOR SPACING TYPICAL ANCHORS #12 SM5 OR GRADE 5 5O5 3 PER CUP TYPICAL ANCHORS 1/4" TEKS OR GRADE 5 505 3 PER CUP e HIGH STRENGTH GROUT NOT BY E.S. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE MIAMI _DADE COUNTY APPR'D MULLION STEEL = 1/8" THK. MIN. ALUMINUM n 1/8" THK. MIN. (8083 -T5) SEE SEPARATE 1408 TYPICAL ANCHORS IN PAIRS 812 SINS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TENS OR GRADE 5 SDS E ELEV. FOR SPACING METAL STRUCTURES `B1 W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" OR 8/16" DIA. ULTRACONS BY 'ELCO' (Fu =177 KSI, Fya155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC, OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 141TO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /6" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) I1,450 METAL STRUCTURE = 3/4" MIN, CONCRETE Ea = 3000 P51 MIN. MASONRY T'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: Wi - 1 -3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH ENO W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END I1141sion Cordial PRODUCT RENEWED as rompiying with the Florida Didding Code P ph iIo5 PM 0 ^OZ/ • 67 ExpIrstIon Dery I )! Bglaltli qtdes ?J... 1CAL ANCHORS IN PAIRS TYPICAL ANCHORS — 1/4' DIA.. 1/4" DIA. SEE ELEV. FOR SPACING 3 PER CLIP TYP ANCHORS IN PAIRS — 1/4" DIA. SEE ELEV. FOR SPACING Engr: 044. HJMAYttUN rA11000 STRUCTURES FLA. PE l 18557 CAN. 3338 N 9 0 2009 Z g• 4' v g nn o j:( gg4: ..J mg• el agg a cc a 1 8 8 0 2 8 a8 0 8 g 0 T +a `J drawing no. W03 -100 (sheet 4 i--';( 8 171:101. D BUCK FIX. PANEL ON OUTSIDE TRACK TYPICAL ANCHORS IN PAIRS I/4" DIA. /1 SEE ELEV. FOR SPACING 1/4" MAX. SHIM 810 X 1/2" PH SMS 2/ CLIP OPTIONAL I /4" SHIM MAX. •.111 IMIII2IMM. - - -- SCREEN OPTL: - -- INTERLOCK STILES D.L. OPG ASTRAGAL STILE EXTERIOR DOOR WIDTH INTERLOCK ST LES D.L. OPG. PANEL WIDTH TYPICAL ANCHORS IN PAIRS —1/4" DIA. SEE ELEV. FOR SPACING HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES META FIX. PANEL ON STRUCTURES CC)INSIDE TRACK 1/4" MAX. SHIM I /4" MAX. SHfM TYPICAL ANCHORS IN PAIRS I /4" DIA. SEE ELEV. FOR SPACING DOOR WIDTH SCREEN OPTL. DOOR WIDTH TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING JAN 3 0 2009 drawing no. W03 -100 [sheet 5 of 8 I INTERLOCK STILES MIL r! SCREEN 0711 - - -- r AIEDIU,$ REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES ASTRAGAL STILE ter. :mem SCREEN OPTL- -- NO REINFORCING ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS ES- 4001 -1 1 FRAME HEAD 8083-18 - 2 E5- 4052 -1 1 5TD. FRAME SILL 6083 -78 - 2A - 1 HI -RISE FRAME 51LL 8063 -T6 - 3 ES- 4003 -1 1 FRAME JAMB 6063 -16 - 4 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAIL 5083 -15 - 3 E5- 4005 -1 AS REDO. LOCK STILE 6083 -15 8083 -TS - 8 ES- 4006 -1 AS READ. INTERLOCK - 7 E5- 4007 -1 AS RE00. FEMALE ASTRAGAL 6063 -15 - ES -4008 AS REOD. TOP & BOTTOM RAIL STIFFENER 6063 -16 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP 0311) CELCON NOT SHOWN 10 ES 4010 2/ PANEL RETAINER CLIP. 8" LONG 6063 -76 - 13 E5 -4013 AS REOD. GLAZING WEDGE - - 14 E5 -4014 AS RE00. BOTTOM RAIL GLASS STOP NEOPRENE - 14A ES -4019 AS REOD. SIUCONE STOP NEOPRENE - 15 16 912324135 AS RE00. STILE & JAMB W'STRIPPING - GLASS PANELS, ULTRAFAB 0266470K AS REOD. TOP RAIL W'STRIPPING - GASS PANELS, ULTRAFAB 17 ES -4015 AS REOD. BOTTOM RAIL W'5TRIPPTNG VINYL GLASS PANELS 19 19A #10X1 -I/4' PH 58)5 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS #10X1' EH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35 -1935 -4281 2/ MDV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4' 0.0. WHEELS 21 IIOX1 -1/4" 71-1 SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300 -LOSS 1/ MOV. PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCI1 INSTALLATION SCREW - #6 -32 X 1/2" FIT MS, 5T, STEEL 25 537 #10 PH 58)5 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 28 2/ LOCK STRIKE PLATE MOUNT. SCREW - - NOT SHOWN 27 #623Z 1/ LOCK INTERIOR AND EXTERIOR PULL (3) #6 -32 X 1/2" F11 M5, ST. STEEL 28 ES4028 AS RECD. SILL RISER 8063 -15 - 29 ES -4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 6063 -T5 - 29A ES -4020 2/ PANEL FIXED PANEL CUP (INSIDE PANEL) 6083 -T5 OR 030 DOORS 30 #1011/2" PH 5M5 2/ CLIP FIXED PANEL CLIP FASTENER - - 31 - AS REQD. 1/4' X 1 -1/2" REINFORCING BAR STEEL STEEL - - 32 - AS RE00. 1 /2' X 1 -1/2' REINFORCING BAR 33 34 7380245K AS REQD. 3" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD A40 SILL - 2/ SIDE BUMPON NEOPRENE - PRODUCT RENEWED m complying with The Flerldn Betiding Cede Aseepotw Naet - Za DMeion t't�scf OOntid OR HUM/MOM FATI50 STRUCTURES FLA. PE S 16557 C.AM. 3538 JAN 3 0 2009 0 0 M 3 J J. a V U S c g vY 8 M 0 c° 1e drawing no. W03 -100 (sheet G of 8) g10 2PERLEG SMS FIX. PANEL CUP 3/4- X 2° x .090" ALUM ANGLE FIX. PANEL CLIP USE INTERLOCK & ASTRAGAL 3 /4' X 2" X .090" REINFORCING AS PER ALUM ANGLE TABLE ON SHEETS 2 & 3 V Ril o n, o Z P 0 P O Q 1 �[lij g a a 0t y ti Vp g $ 046- ei a 110 - -{ f dif —ll+e • 1 !I j Lel it, *', I {! , f� �i ■ 1 10 SIRS L 2PER LEG t 1 I 1 1 1\ I I I 1 x ® X X -MINIM M— I iliJQAA'+" Ai/VAAA"' Yi fOi'.m r IWWWW MIN META '1 Eln E.S. WINDOWS, LLC 1 5220 N.W. 72 AVE. BAY #4 I MIAMI, FL. 33166 I TEL (305) 249 -`0840 FAX. (305) 249 -0842 iji 111111.1% i 7 ref ,---, I w _� _ _.__. O O � FIX. PANEL CLIP 3 /e" X 2° X .090' ALUM ANGLE S 810 R L 2 PER EC i a o 41 F I I. 11 j I .II p 1 it r III `� O X REV. PER SCCO COMMENTS NO CANOE rNS SHEET 1111111.11,- ma, % aria m t —.. al r �v� •..• MINIM .•� �1i` - 1 a H ore w l� r( Y S § • - ..E � e XO .._ ! O ■ IGU A IO PIOCWOL41 RENEWED as commie,* with the Wei BeA8 Cede N DR. HUMAYCWI FAR000 STRUCTURES FIA, PE # 10997 C.AN 3938 _,-._ --- J o.=. ..h Expiration e Deb ! a prowinq no. L.W03 -100 t `! ++ ¢¢ JAN 3 0 2009 (sheet 7 Dt e 0 .344 51� 1.812 — 4.3 1 FRAME HEAD 1.317 500 I C.) RAIL STIFFENER 2.499 0 PANEL TOP /BOTTOM RAIL .062 3.560 1.374 FRAME JAMB 2.750 1.875 .082 .990 1.68 .812 LJ INTERLOCK STILE L .125 STEEL CHANNEL 2.690 ASTRAGAL REINFORCING —.-- 1.499 1.812 907 I V 4.249 FRAME SILL 2.500 STD. 3.500 14-9155 28 SILL RISER .125 1.500 1.418-- 10 RETAINER CLIP SCREEN TOP /BOTTOM RAIL SCREEN STILE �{ .250 p. —}.500 1,5 -I f ,E7 . l l L 31 INTERLOCK REINFORCINGS 570 .66 1.385' - riy OUTSIDE PANEL FIXED PANEL CLIP 094 094 INSIDE PANEL FIXED PANEL CUP FRAME TOP CORNER PRODUCT RENEWED ns eoseptying with the MAD Bolliag nas `..�' k2/0 =0 tipbstles Met oetM , UMdtm PANEL CORNER FRAME BOTTOM CORNER Env 14138 ST9001 UCTUtIES FIA, PE 5 6577 OA N. 3538 JAN S 0 2009 d N g 8 8 8 S 5 8 (drawing no OW03 -100 leheet g o5-8 { BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series `3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMT) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, P E , bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door. sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options 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 been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above, The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov/buildingcode NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page I E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by AI- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2, Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) ¥'fL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Vigar, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by AI- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OT'HER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 &. 02/06/06 approved by BCCO. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 146 3/8' (4) ANCHORS AT MTG. STILES AND MULLION ENDS 6" MAX. FRAME WIDTH 33 11/16" 73' 33 1I /I6' FR. HEAD & SILL FRAME HEAD & 3" 6' SILL 3" 3 +- I � ( / - FR. HEAD & SILL 6' . I I I SUR TALE MAY HEAD /SILL CORNERS )))///'''FOR d \ 1 - '� 1 I. I I I \I �I �'I I -_1 x N . ° L� / ii / \ \\ L C, ' I \ �J \ J a ❑ K 10b P �m v o _I Q _ 1,, � 1 _ = ii II -Ll -= n r n \F� it „, -- - n ti II II !� / \\ i / �I __- -11'--/-" / % II G -Z=F 7 / / ■iii/ 11' /' n// ii, II I1 \n II\ II \ (;)I \\ \ \ OPTIONS LOCK \ SEE SHEET. 2 FOR CAPACIi�Y // \ '/. // - 'n- , - -- ` =x - - -- (/ 1/ • - - __ - -' - — _ / / / / \L -/J / / _ - - -I II I1 — ACTIVE ' INACTIVE 29 5/16' I 28 3/16' 12” L ..J 29 5/16' �S 3 D.L. OPG. 33 5/18" D.L. OPG. 38 13/16' HE o- D.L. OPG. 33 5/16" e LEAF WIO SERIES-3000 ALUM OUTSWING FRENCH POOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD RUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. OXXO INSTRUCTIONS; USE CHARTS AS FOLLOWS. ACE APPLIE E MUNTINS BE USED 76' (4) ANCHORS 7 FRAME WIDTH FRAME HEAD & SILL PIVO SEE HEAD /SILL ' ( / - '0 1 1 7 -1 -t ) )))///'''FOR d \ 1 N _ _ i I L� / ii / \ \\ L C, ' I \ �J B BUTH1NGE5 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WINO ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES, LOCK AND FRAME SILL OPTIONS USED. FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SOEUTE COMBINATION WITH DOOR OR 91DEL17E SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. SILL ( XX ) HINGES SHEET 2 CAPACITY 1 0 NOTE! FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPAC1 SHUTTERS ARE NOT REQUIRED. Engr. )4W& Amor — wit • PRODUCT REVISED FLA. PE O 70592 89c1nn1lying with theFioride 3536 Building Code�(�'jg�uQ,u3. Expiration ion etJAcenpt No g '-°"•7 Mimi Dade nnlug Control a MAR 2 4 201D p, ° COMP- ANL \WO4 -5t g 111 0 B 1 0 is a 'T drawing no. W04 -51 ahaet 1 cd S GI FRAM FRAME WIDTH DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME H21911 INCITES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', '8 & 'D' 'C' & 'F' 'E' OPTION 'I' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4') NT. ( -) EXT. ( +) INT. ( -) 95 3/4 37 -1/2 _ 39 -5/8 70.0 - 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - FSF (GLASS AND HARDWARE OPTIONS) FRAME H50141 INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCHS A', '8 & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. ( -) EXT, ( +) INT. ( -) EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) NT, ( -) EXT. (4.) INT. ( -) 95 -3/4 71 -3/4 70,0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 78 - - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES: OPTION 91: THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF 21214 910 X 1" FH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION 92• FACE MOUNT 2 WING PNOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND CALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16 -24 X 1" EH MS (2) PER WING Q.L. OPENINGS: D.L.O. HEIGHT LEAF HEIGHT - 8.1875" (STD. 00T. RAIL) D.L.O. HEIGHT LEAF HEIGHT - 11.9375" (111 RISE 801. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2" 28- 11/16" 20 -1/18" 3/0 (X) 37 -1/2" 34- 11/18" 26 -1/16' 3/4 (X) 39 -5/8" 36- 13/16" 28 -3/16' 5/0 (XX) 59 -3/4" 28- 11/19" 20 -1/16 8/0 (XX) 71 -3/4" 34- 11/18" 26 -1/16" 8/4 (XX) 78" 36- 13/18" 28 -3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYUTE 0PG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE 6011014 RAIL 6/8 79 -3/4" 77 -1/4" 69 -1/16" 85 -5/18" 8/0 95 -3/4" 93 -1/4' 85 -1/18" 81 -5/18" ]4OCKING HARDWARE: ACTIVE LEAF; OPTION 91 SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCI STILE WITH (2) 1/4 -28 X 2 -1/2" 014 MS LEVER TYPE METALLIC HANDLE AT 37" FROM 90110M, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 98 -32 X 1 -3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENE0 70 LOCK STILE WITH 98 X 3/4" 111 SMS (2) SCREWS PER HOLT OPTION Or 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 98 -32 X 2" 011 MS INACTIVE LEAF CONCEALED RUSH BOLTS 87 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED 70 LOCK STILE WITH 98 X 3/4' EH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 L1ER iNBLTRATI ON WHERE WATER INFILTRATION LIMIT EXTERIOR LOADS FOR STD. SILL - +70.0 PSF (X HI -RISE SILL = +90 0 PSF +120.0 PS ummAT)9NS• RESISTANCE IS REQUIRED ALL CASES AS FOLLOWS & XX DOORS) (XX DOORS) F (X 00012S) STD SILL 1.500 J En g,: JAVA0 AFiMAD CRN FLA PE 8 70592 CAN. 3538 MAR 2 5 2010 1_I1 -RISE SILL 2.000 PRODUCT REVISED as complying veldt the Florida 8dId180 Code Acceptance No Wi Expira800 Date Miami Dade 5'mdatcoaUd DIv&ion w z 8g h 0 00. a o o'0 r 3 ZJ 8 n 9- 8 .____. drawing no. W04 -51 (sheet 2 of 7 ) (0 ) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES CLASS TYPES 'A', 6', b' 'C', 'E' 'F' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 no 87.8 87.6 90.0 90.0 D L. OPENINGS; D.1.0. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" -3/16" H.S. GLASS .090" INTERLAYER • 'DUPONT SENTRYGLAS PLUS' 3/18" H.S. GLASS SILICONE DOW CORNING 795 V GLASS TYPE 'A' 1/8" H.S. GLASS .090" INTERIAYER 3/16" H.S. GLASS .090" INTERLAYER 1/8" H.S. GLASS _ .090" INTERLAYER 'DUPONT BUTACITE PVB' ' DUPONT BUTACIT£ PVB' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REOINREO LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL = +90.0 PSF 3/18" H.S. GLASS 1/8" H.S. GLASS SILICONE DOW CORNING 795 N GLASS TYPE 'B' -1/4" H.S. GLASS .090" 1NTERLAYER 'DUPONT SENTRYGLAS PLUS' ' DUPONT SENTRYGLAS PLUS' 1/8" H.S. GLASS 1/8" H.S. GLASS 5111008E SILICONE DOS CORNING 795 DOW CORNING 795 e ,x„ GLASS TYPE GLASS TYPE 'F' STD. 5111 SILICONE DOW CORNING 795 5 SPLAZING OPTIONS GLASS TYPE 'C' 1/8" H.S. CLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE DOW CORNING 795 BI -RISE SILL a) GLASS TYPE '9' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr .147AD *MAO CIVIL FLA. PE 6 70592 C.A.N. 3538 VAR 2 ti in PRODUCT REVISED en complying with the Florida Building Code Acceplmrca No tr Expiration Lim it 13y is L9 .Lnt.t MFami DoddProduct Control Divislon 1 fz a 1 th 5 8 0 a S b m vao 0 =2 5 o o drawing no. W04 -51 sheet 2.1o( 7 ) MULLION DESIGN LOAD CAPACITY - PSF 910ELRE WIDTH INCHES FRAME HEIGHT FT. /IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.( +) /MT.( -) EXT.( +) /IM.( -) EXT.( +) /INT.( -) 24 \ 80.0 80.0 90.0 27 \ 80.0 80.0 90.0 30 80.0 80.0 90.0 33 6/8 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.0 80.0 90.0 42 80.0 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 7/0 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.9 80.0 90.0 18 78.9 80.0 90.0 21 74.8 80.0 90.0 24 71.1 80.0 90.0 27 9/0 67.9 80.0 90.0 30 65.0 80.0 90.0 33 82.4 78.9 90.0 36 60.1 76.0 90.0 ( 90 ) ( Ox) 0 %i / . \ l / 0 \ \\ \ / ( 90 ) ( Ox) 0 ( XXO ( oxo ) (} %i / . \ �i• iii O / \ iii. \ ij / / / iii \ / / \ / \ / ( XXO ( oxo ) (} ( 800 ( 008 iiii5-- MEI �i• iii O \ \ iii. \ ij / / / iii \ tc \ / / / /_� \ / ( 800 ( 008 ( 0990 ) 0 an iiii5-- MEI �i• iii O / / i i• \ \ \ = \ \ iii. \ ij / / / iii ( 0990 ) 0 an \ LJLJ4/i MEI ;i: 0 (ti 0 / /Ilo\ / / ;i: \ \ \ 0 \ ( xOX ) ( XX00 ) ( 00Xx ) UNREINFORCED REINF09CE0 REINFORCED DOOR TO SIDELITE MULLION SIDELITE. TO S10ELRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH SIDELITE WIDTH - I - DOOR WIDTH 9, .14950 AHMAD CIVIL FI• PE B 70592 C.A.N. 3538 SIDELITE WIDTH DOOR WIDTH MA 6.'"011.1 PRODUCT RRVINI:D as complying with Ow Florida BMDding Code Acceptance No Expiration Data By Dade Product Control Division n 0 m as 0 C 4 a drawing no. W04 -51 sheet2.2of 7) MEI ;i: 0 (ti 0 / /Ilo\ / / ;i: \ \ \ 0 \ \ tc \ / / / /_� / ( XX00 ) ( 00Xx ) UNREINFORCED REINF09CE0 REINFORCED DOOR TO SIDELITE MULLION SIDELITE. TO S10ELRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH SIDELITE WIDTH - I - DOOR WIDTH 9, .14950 AHMAD CIVIL FI• PE B 70592 C.A.N. 3538 SIDELITE WIDTH DOOR WIDTH MA 6.'"011.1 PRODUCT RRVINI:D as complying with Ow Florida BMDding Code Acceptance No Expiration Data By Dade Product Control Division n 0 m as 0 C 4 a drawing no. W04 -51 sheet2.2of 7) EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING it W 3 /t8" X I -1/2" WEEP SLOT I /SILL AT SIT/ELITES EDGE DIST. STAT N.A.RY UNIT$ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY r W000 BUCK l (c M 0 3 /IB" X 1 -1/2" WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS o TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. OPERABLE Ur rs 6 1H-R3.S FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS 0 H - PROFl$ _1111no_ALFAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: JAYAD *MAD CIVIL FLA. PE j 70582 CAN. 3538 PRODUCT REVISED ax complying with the F(odda Balding Cade Acceptance No !3 Expiration bM�atyyto�� '' it MI i Dadehrodn t Control Ohixion rd. 0 U drawing no. W04 -51 (sheet 3 of 7 TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING EDGE 01ST MIAMI —DADS COUNTY APPROVED MULUON Es MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCQ (PIP. 172 Ksi, Fy =iss KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") INTO METAL STRUCTURES STEEL_ 1/8" THK. MIN. (Fv = 36 KS) MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Eng,:.JAVAO AHAl10 CMT FLA. PE p 70592 CAN. 3538 MAR . 6 2D1U PRODUCT REVISED as enmldying with the Florida OTUilding Code Acceptance No 07-% Expiration Dam Ry \r�`a�l.v AFL Miami Dada induce Control Division II rg Qt 4 gill 8 8 i [drawing no. W04 -51 9haet 4 o 7 #10 X 3/4° SUS 6" FROM ENDS Q 14' O.C. MAX. INTERIOR EXPOSED FLUSH BOLTS AT 10' FROM EACH ENO (FLUSH DOLTS AT ACTIVE AND INACTIVE LEAFS MUST DE ENGAGED DURING PERIODS OF HURRICANE WARNING) CONCEALED FLUSH BOLTS AT 10' FROM EACH END IN- ACTIVE LEAF CND z Ot gl ♦Y� o1i 8 VQ Down O�$o o.8g� 5igg 411E FRAME WIDTH EXTERIOR OPTIONAL TRIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM SPACE 1BY WOOD BUCK OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96' X 2' X .96' X 1/8.. FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) 1/4' MAX. SHiM© illy ®o ea I =I: (Do (1) ( OxxO ) (0 -0) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .98' X r X .96' X 1 /8' FULL LENGTH 551. CHANNEL (STEEL TO BE PAINTED OR PLATED) 66g g Y 5 i 5; ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING ems sgn oo� _ L_ r En ar: JAVAD AHMAD CARL HA PE / 70592 CAN. 3535 TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE FRAME WIDTH EXTERIOR (x) MAR `, 20111 PRODUCT REVISED as complying with the Florida Bnllding Code Expkat18se No EX1phtation j Byl8iISQ L ct4 t. Pvfiami DsJs Product Control Division 8 r drawing no.� W04 -51,; (sheet 5 of 7 ) • ITEM # PART 9 QUANTITY DESCRIPTION MATERIAL MAN }'. /SUPPLIER /REMARKS I ES3001 -1 1 FRAME HEAD 6063 -T6 - 2 053001 -2 2 DOOR FRAME JAMB 6063 -58 - 3 053002 -1 1 FRAME 5111 (STANDARD) 8063 -T5 3A 053025 1 FRAME SILL (1-11 -8150) 6063 -T5 - 4 053003 -1 AS 0E00. 5100117E ADAPTER 6083 -18 - 5 5 053004 AS REGD. SHEAR PLATE 48 ANCHOR LOCATIONS 6063 -T8 3" LONG 053005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -05 - 6A 093024 2/ LEAF HI- PROFILE BOTTOM RAIL 6083 -75 - 7 8 053006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -55 - 053007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -56 - 9 E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -56 - 10 11 12 053008 -1 AS 8000. SIDEUTE STILE 6063 -75 - 08- 1202 -914 2/ LEAF EXP0501) FLUSH BOLT STEEL SULLIVAN & ASSOCIATES FB- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT 57001 SULLIVAN & ASSOCIATES 13 053011 7— AS REGD. JAM8 TRIM 8063 -T5 OPTIONAL 14 15 053012 ES3013 1 SILL COVER 6083 -18 - 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 053014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - 17 053003 -3 3/ LEAF HINGE ASSEMBLY 6083 -T6 5E0 SHEET 2 174 - 2/ LEAF 41VOT HINGES - SEE SHEET 2 19 - - 0008 LOCK (SAVANNAH 20151) - YALE 20 - - 13EA0 BOLT LOCK (PREMIER) - YALE I 21 W22321NG AS REDO. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 2? ES3020 AS REGD. BULB WEATHERSTRIPPING VINYL AI SIOEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR 410141540M 1 -1/4 "X1/8 "x4 -1/4" LONG 1 24 - AS RE00. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8' DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REGD. FRAME ASSY. SCREWS - #10 PAN HEAD 5145 27 - AS 8000. MULLION REINFORCING CHANNEL A38 STEEL - 28 ES4014 AS REGD. 8071014 RAIL GLASS 550P NEOPRENE - _ 29 ES4019 AS REGD. PANEL SILICONE STOP NEOPRENE - 30 31 - AS REOD. 3/8" DIA. X I/O" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. E54013 AS REGD. WEDGE GASKET - - 32 053022 2/ STILE FLUSH BOLT BRACKET 6063 -75 __ ___ - 33 34 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1" NI SMS 0 /LON AS REGD. DOOR PANEL W'STRIPPING - SCHLEGEL Engr: JAVAO AHMA0 CND FLA PE A 70592 C.A.N. 3538 PRODUCT REVISED ea complying wish the Florida Building Code Acceptance Expiration Dajaf j By ‘tR • • Miami Dade Control Division z 1 z��$ 41510 g I 5 0 U.- ya8 .=o o a drawing no. W04 -51 (sheet 6o1 77 4.000 361 d 1 �_ � x� .225 ,os p 31 WEDGE GASKET (srALE ,•1) 2.125 0.375 n i 4 v soo IL �1.779 � 2.250 688 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S. W. 87 AVE MIAMI. FLORIDA 33174 TEL. (308) 284-8100 FAX. (308) 282 -0878 I ___ 0.312 0, ® .078 + k- -2.016 FRAME HEAD /JAMB I k -z.lzs 4 3.350 r.078 d d I 2.000 °j r� t lir Ih.1608 d .388 is WEATHERSTRIP F- 1.500 -.i .°8°1 - ADAPTER l T -1-- --vY ' .395 2.874 -0 I f ® SHEAR PLATE 5/16` IS. STEEL PIAN ■, © +O © 0 o Y 3.375 x,.750 °1 d °I,.000r E.S. WINDOWS, LLC l ,I 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 ! TEL. (305) 824 -7775 FAX. (305) 624 -77771 .800 - .852 (OPTIONAL) .045 - 4.000 .078 3.500 1 q(I 2.000 9 0 ®+ 4 3 PIECE I I 1 u ■ HINGE 1-- 13 JAMB TRIM 913 .250 1.112 - 4� 590 © TOP /BOTTOM RAIL - .125 - .860 L 1 1.531 f -2.874 .078 11 ) .35 d - 2.000 i 16 PANEL CLAMP c_ - -- - 1 27 REINF. MULLION CHANNEL in in F °v 0 v B g 2 g / P�I 8 > r, .TSO 2.000 --- 913 -n- .490- __ .583 r ® 1.145 2.183 -" 078 1.500 3.350 - 0 SIDELITE ADAPTER .590 - - 1.750 .621 7.250 .078 - .913F3 062 -x ,4 --�{II 1.145 {� I d T 7.750 .094 io SIDE LITE STILE D SILL 475 927 COVER °-- 4.000 FRAME SILL (STD.) o M1 g N 4.625 o ,c o W 1.954 ---- .094 .913 - 907790 a _ 4.000 I f r 1984 1.145 .082 FUL 592 .� 6 201Q g><p{ret(pn Sa. =1 errs a, �(1. a ��LredTrne�a M mni 4et ConVml Division :1i 83 .,- f 2000 I }- F�- �:= drew;ng no. _ o9a .. ® HINGE STILE .9131-I-�- mfi 4.000 a.000� ® ® LOCK STILE /KEEPER STILE 1-1.750 -41 fiA HI- PROFILE BOTTOM RAIL --d U FRAME SILL (HI -RISE) �WOs.to57, FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIDELITE CORNER Engr JAVAb AHNAD CIVIL FLA. PE ,j 75592 C.A.N. 3538 PRODUCT REVISED as eo nplyingwith the Flmida Building Code Accept ®roe No el Expiration Date Ottt n Dad_ act Miami Dade P ucL Cool DHision FAX, (305} 824 -7777 O n v g S am et to b drawing no. W04 -51 sheet 7 ot 7