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WS-16-1095 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260738 Permit Number: WS-4-16-'1095 Scheduled Inspection Date:August 02,2016 Permit T Windows(Shutters Inspector: Mesa,Michel yp�' Inspection Type: Final Owner: ALEXANDER,ROBERT Work Classification: Door Replacement Job Address:10619 NE 10 Court Miami Shores,FL Phone Number (305)495.4450 Project: <NONE> Parcel Number 1122320280780 i Contractor: PRESCO SOUTH CONSTRUCTION INC DBA MIAMI DADE St Phone:(786)425-7737 Building Department Comments INSTALLATION OF(1)FRENCH DOOR(1) SLIDING n ctio Pas mments INSPECTOR COMMENTS False GLASS DOOR AND(1) IMPACT GARAGE DOOR Inspector Comments Passed I V CREATED AS REINSPECTION FOR INSP-257386. 6-9-16 NEE ATTACHMENT INSPECTION APPROVED FIRST. Failed Correction Needed Re-Inspection 71 Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 11' August 01,2016 For Inspections please call: (305)762-4949 Page 8 of 25 �gonFs�, Miami Shores Village ? t7rf#t T} 3e:WiftidlowslSh4ttori, 10050 N.E.2nd Avenue NE WclrIkCassifica#io» pi Miami Shores,FL 33138-0000G „.. Permit S# its:�A�!"ED eM � Phone: (305)795-2204 [ �ioxmA tssup''Pate•4*012016 Expiration: 10626/2016 Project Address Parcel Number Applicant 10619 NE 10 Court 1122320280780 Miami Shores, FL Block: Lot: ROBERT ALEXANDER Owner Information Address Phone Cell ROBERT ALEXANDER 10619 NE 10 Court (305)495-4450 (305)674-0600 MIAMI SHORES FL 33138- 10619 NE 10 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,400.00 PRESCO SOUTH CONSTRUCTION IN( (786)425-7737 s Total Sq Feet: 0 Type of Work:INSTALLATION OF(1)FRENCH DOOR(1) Available Inspections: No of openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 DBPR Fee Invoice# WS-4-16-59512 $2.00 04/29/2016 Credit Card $ 108.80 $50.00 DCA Fee $2.00 Education Surcharge $1.60 04/22/2016 Check#:1770 $50.00 $0.00 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $158.80 In consideration of the issuance to me of this permit, I agree to perforin the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In l accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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 z ing. Futhermo I authorize the above-named contractor to do the work stated. April 29, 2016 A6! ized Sign tur • wner / Applicant / C tractor / Agent Date Building Department Copy April 29,2016 1 Miami Shores VillagefT— Buildin Department APR 2 2 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 6 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �I FBC 20eL9� BUILDING Master Permit N WS c6— f®Q� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 80 A)F a 0_0,j4r_ City: Miami Shores County: Miami Dade Zip: 33/3 b Folio/Parcel#: i'd'`2 2 3 Z —02&— 64 &0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �2 UQ E_9 T '+1 0)"-h iJDE-P— Phone#: ,3d y- 4 9S- qy S-v Address: M/ ? WE /0 MW 71 City: Ad lfiml s/ g rs State: T&0g_10'4 Zip: .3T/Y b Tenant/Lessee Name: Phone#: Email: 00A,97-CONTRACTOR:Company Name:?4 CS C® Sd VrH 4�VCT70AI Phone#: ]N' V?J--9-2 3 Address: 66 7 r PIPR l 01-t-CT -N2 t viF -#- y/f City: Hle/11 l L A'L-C—� State: -ftdlzio�9 Zip: Qualifier Name: J-b v—' 4C- /4 z-- Phone#: State Certification or Registration#: 067C f S-/!� ff 41 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ V Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace 1 ❑ Demolition Description of Work: /0/S;_/ft Liv oU 0, ( � F)CiF�AlC// b bajZ ��/ �� /0�A�6 61 'Iss 0 vlel f) /�lPfh'T 154�11-rc Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1 2> ®� CCF$ CO/CC$ Scanning Fee$ I Q l Radon Fee$ DBPR$ ` Notary$ Technology Fee$ ro - Training/Education Fee$ 4 . GO Double Fee$ Structural Reviews$�_ Bond$ TOTAL FEE NO DUE$ �CJ (Revised02/2dJ2014) Banding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zipi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4 of/ Signature Signature /WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this V day of iWl(— ,20 14 ,by day of gw,-/L ,20 A by 2d_!�r_ who' ersonally known o 90oe g�& 2Ve ,who! personally know �o me or who has produced as me or who has produced as identification and o did take an h. identification and i ake an NOTARY P LIC: NOTARY PUB C: Sign: nn A, Sign: Print: Print: MN Seal: - i: NY E ALEX Seal: AMY COMIvtIg E ALEX •~ MY COQ ON�FF19469� +1 FF194694 ... ebruary 01.2019 lac?, ' ebniery 01.2019 W?p 39Ed'53 Fl°"?aM"a r8eMcYX m x•��x�xx��a*�r�� * xxx�xax�x•��x��x*��•x��.��x��x�xa�� *m� �P APPROVED BY Plans Examiner Zoning Structural Review Cleri- (Revised02/24/2014) r RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION . . CONSTRUCTION INDUSTRY LICENSING BOARD GGG1515514 � �� The GENERAL CONTRACTOR �p Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration dmfs AUG 31,2016 a •-v DIAZ,JORGE x .art PRESCO SOUTH CONSON INC 6850 W 15 DR,APT 3.,119"",, HIALEAH FL iki4 9 ISSUED: 07/0312014 DISPLAY AS REQUIRED BY LAW SEQ# L1407030001028 Scanned by CamScanner r jazzy Local Business Tax Receipt Miami-Dade County, State of Florida THIS IS NOT A BILL -- DO NOT PAY LB 5895719 BUSINESS NAMMOCA1`101M RECSIFrr NO. EXPIRE s PRESCO SOUTH CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2016 6525 MIAMI LAKES DR 419 7171358 Mint be displayed at place of business MIAMI LAKES FL 33014 Pursuant to County Coda Chapter 8A-art.9&10 OWNER SEC.TYPE OF BUSINESS FRESCO SOUTH CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR PAYM"rr RECEMMO CGC1515514 BY TAX COLLECTOR Worker(s) 3 9$0 10/04/2015 ECHECK-1 505 T1tht LOW BWGM Tact 8ftaipt sir COMUNSIRYMN 0160 Eawal BtmWM Tax. ThaPAWplisawafivesM ps mk at s ew0catM of tM Molar's quifficedow to do busiam Holdw wfth my garatnmaw or 06APMN9111181 t+ Lary lows 6W NqWremsft whit h: to th but mm The ItECEiP r NO.sbm atM M SqwNried an all commercial"hidss-Maimi-Ifamr Coit Sw ea...,M Fw more idwmM Wn,Wsit Scanned by CamScanner i wa JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/1/2016 EXPIRATION DATE: 3/1/2018 PERSON: DIAZ JORGE FEIN: 261976302 BUSINESS NAME AND ADDRESS: PRESCO SOUTH CONSTRUCTION INC. 6625 MIAMI LAKES DRIVE#419 HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL DOOR AND WINDOW CONTRACTOR INSTALLATION 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 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 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 " "'' ' CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 044/22/1/22/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: JESSICA MENENDEZ Global Insurance ac°NN Ext): (305)512-9721 ac No): (305)512-9889 6175 NW 153st street Suite 100 -MAILADDRESSe Jessica@globalinsurancefla.com Miami Lakes,FL 33014 INSURER(S) AFFORDING COVERAGE NAIC# Phone (305)512-9721 Fax (305)512-9889 INSURER A: Seneca Specialty Ins INSUREDINSURER B GRANADA INSURANCE Presco South Construction Inc.DBA MIAMI DADE SHUTTERS INSURER C: COMMERCE&INDUSTRY INSURANCE COMPANY 6625 MIAMI LAKES DR SUITE 419 INSURER D: Ascendant Commercial MIAMI LAKES FL 33014 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ADD UBR POLICY EFF POLICY EXP LIMITS LTR INR WVD POLICYNUMBER MM/DD MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ RENTED COMMERCIAL GENERAL LIABILITY PREM SES(GE ToE.occurrence) $ 1,000,000.00 A F-1 [-] CLAIMS-MADEL] 08/15/2015 08/15/2016 OCCUR BAG-1039876 MED EXP(Any one person $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ POLICY ❑ JECTPRO- ❑ LOC FIRE DAMAGE $ 50,000.00 AUTOMOBILE LIABILITY COMBEaINEDaccident SINGLE LIMIT $ 1,000,000.00 ❑ ANY AUTO BODILY INJURY(Per person) $ ALL B El AUTOS OWNED SCHE ULED 0185FLO154830002 01/06/2016 01/06/2017 BODILY INJURY(Per accident) $ AUTOHIRED AUTOS NON-OWNED PROPERTY DAMAGE $ F1 ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ 1,000,000.00 EXCESS LIAB EBU023544679 C ❑ El 01/06!2016 01/06/2017 AGGREGATE $ 1,000,000.00 ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑ W RY L M ❑PRH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ D OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) --1 E.L.DISEASE-EA EMPLOYE $ If Yyes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) SHUTTER INSTALLATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miiami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FI 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)CIF The ACORD name and logo are registered marks of ACORD DATE(MMIDD/YYYY) AC;,U CERTIFICATE OF LIABILITY INSURANCE 04/28/2016 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(fes)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE AIC,No,Ext): 1-800-277-1620 x4800 FAX A/C,No): 72 797-0704 FrankCrum Insurance Agency,Inc. E-MAILADDRESS: 100 South Missouri Avenue INSURER(S) AFFORDING COVERAGE NAIC9 Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F Presco South Construction,Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 361105 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 SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD WVD (MWDDIYYYY) (MMIDDNYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ T. CLAIMS-MADE OCCUR PREM SES Ea oeaurence $ MED EXP(Any one person) $ PERSONAL B ADV INJURY $ P L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY O PROJECT OLOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Me accident ANY AUTO BODILY INJURY(Per person) $ OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY ONLY AUTOS ONLY Per acddent DAMAGE $ UMBRELLA LIAR OCCUR EACH OCURRENCE $ EXCESS LUIS CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND WC201600000 01/01/2016 01/01/2017 X PER STATII'rE - A EMPLOYERS LIABILITYY/N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? Q N/A E.L.EACH ACCIDENT $1 000 000 (Mandatory in NH) If yes,desame under E.L.DISEASE-EA EMPLOYEE $1 000 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY UNIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Effective 04/10/2016,coverage is for 100%of the employees of FrankCrum leased to Presco South Construction,Inc.(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REP ESENTATIVE 10050 NE 2nd Avenue Miami Shores,FL 33138 ©1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD BROWARD,PALM BEACH BROWARD,PALM BEACH(COAST) MIAMI-DADE - MIAMI-DADE("ST4• • • • •• K;RID jKEYS(COAST) WIND VELOCITY= 170 mph WIND VELOCITY= 170 mph WIND VELOCITY= 175 mph WIND VELOCITY=•174mry(, • 1rlIN%VELG)CITY=180 mph R EXPOSURE CATEGORY"C" EXPOSURE CATEGORY"D" EXPOSURE CATEGORY"C" EXPOSURE CATEG•QRY"DY • • • • EXP8SU C TEGORY"D" es gn Pressures esign ressures Design Pressures es gn re sures • Design Pressures *' Mean Mean Mean Mean Mean U d All Tribute Areas All Tribute Areas All Tribute Areas All Tributar Areas All Tribute Areas Roof Roof Roof Roof Roof 1:10 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Z one 4 Zone 5 Height Height Hei Height _ • 4 • Height co •� 15 ft 37.8 -41.4 37.8 -50.7 15 ft 45.9 -49.7 45.9 -61.4 15 .4 . 40.1]f-53.7-- 15 ft 48.6 -52.7 •486 9-69.1 •• 1 Tt 51. -5 51.4 -68.8 -0 °� 16 ft 38.3 -41.5 38.3 -51.3 16 ft 46.3 -50.2 46.3 -62.0 16 ft 40.6 -44.0 40.6 16 ft 49.1 -53 •49.1 •-65.7 016 ft 5 .S -58. 51.9 -69.5 0`O t 18 ft 39.2 -42.5 39.2 -52.5 18 ft 47.2 -51.2 47.2 -63.2 18 ft 41.5 -45.0 41.5 -55.6 18 ft 50.0 -54.3 50.0 -67.0 •• 18 ft 52.9 -57.4 SZ.9 70.8 V �Lin W 20 ft 40.1 -43.5 40.1 -53.7 20 ft 48.1 -52.2 48.1 -64.4 20 ft 42.5 -46.1 42.5 -56.9 20 ft 51.0 -55.3 51.0 -68.2 20 ft 53.9 -58.5 53.9 -72.2 Z W o 22 ft 40.8 -44.2 40.8 54.6 22 ft 48.8 -52.9 48.8 -65.3 22 ft 43.2 -46.9 43.2 -57.9 22 ft 51.7 -56.1 5 -6 2 • Z ft "7 -65k3 54.7 -73.3 Z CO r- CO U 24 ft 41.5 -45.0 41.5 -55.6 24 ft 49.5 -53.7.49.5 -66.3 24 ft 44.0 -47.7 44.0 -58.9 24 ft 52.5 -56.9 452.5 •-703 0 4 .5 -b0.2 55.5 -74.3 Z F 0.F 26 ft 42.2 -45.8 42.2 -56.5 26 ft 50.2 -54.5 50.2 -67.2 26 ft 44.7 -48.5 44.7 -59.9 26 ft- 53.2 -57.7 53.1 •713 %@ ft 56.3 -6 1 56.3 -75.4 J 28 ft 42.9 -46.6_ _42.9 -57.5 28 ft 50.91-553 50.9 -68.2 28 ft 45.5 -49.3 45.5 -60.9 28 ft_ 54.0 -58.5 J ;72.3 • Q8 ft 3N1 0-81.9 57.1 -76.5 30 ft 43.6 -47.3 43.6 -58.4 30 ft 51.61-56.0 51.6 -69.2 30 ft 46.2 -50.2 46.2 -61.9 30 ft 54.7 -59.4 54.7 -73.3 30 ft 57.9 -62.8 57.9 -77.5 W Z 0 35 ft 45.0 -48.8 45.0 60.2 35 ft 53.01-57.5 53.0 -70.9 35 ft 47.7 -51.7 47.7 -63.8 35 ft 56.1 -60.9 56.1 -75.2 35 ft 59.4 -64.4 59.4 -79.5 Z 0 °D 40 ft 46.3 -50.2 46.3 -62.0 40 ft 54.31-58.9 54.3 -72.7 40 ft 49.1 -53.2 49.1 -65.7 40 ft 57.6 -62.4 57.6 -77.1 40 ft 60.9 -66.1 60.9 -81.5 C! i~ co 45 ft 47.4 -51.4 47.4 -63.5 4511 55.4 -60.1 55.4 -74.2 45 ft 50.2 -54.5 50.2 -67.3 45 ft 58.7 -63.7 58.7 -78.7 45 ft 62.1 -67.4 62.1 -83.2 Z d � y 50 ft 48.5 -52.6 48.5 -65.0 50 ft 56.5 -61.3 56.5 -75.7 50 ft 51.4 -55.8 51.4 -68.9 50 ft 59.9 -65.0 59.9 -80.2 50 ft 63.4 -68.8 63.4 -84.9 W � 55 ft 49.4 -53.6 49.4 -66.2 55 ft 57.4 -62.3 57.4 -76.9 55 ft 52.4 -56.8 52.4 -70.1 55 ft 60.9 -66.0 60.9 -81.5 55 ft 64.4 -69.8 64.4 -86.2 LO W 60 ft 50.3 -53.2 50.3 -67.4 6011 58.3 -63.3 58.3 -78.1 60 ft 53.3 -57.8 53.3 -71.4 60 ft 61.8 -67.0 61.8 -82.8 60 ft 65.4 -70.9 65.4 -87.6 (9 ��. U 7011 52.1 -56.5 52.1 87.4 7011 59.7 -64.7 59.7 -100.1 70 ft 55.2 -59.9 55.2 -92.6 70 ft 63.2 -68.6 63.2 -106.1 70 ft 66.9 -72.6 66.9 -112.2 W�: 80 ft 53.9 -58.4 53.9 90.4 80 ft 61.4 -66.6 61.4 -103.1 80 ft 57.1 -61.9 57.1 -95.8 80 ft 65.1 -70.6 65.1 -109.3 80 ft 68.9 -74.7 68.9 -115.6 Lo 90 ft 55.2 59.9 55.2 -92.6 90 ft 62.3 -67.6 62.3 -104.6 90 ft 58.5 -63.5 58.5 -98.2 90 ft 66.1 -71.7 66.1 -110.8 90 ft 69.9 -75.8 69.9 -117.3 00� 100 ft 51.3 -51.3 51.3 -94.1 100 ft 55.6 -58.3 55.6 -106.8 100 ft 54.4 -54.4 54.4 -99.8 100 ft 58.9 -61.8 58.9 -113.2 100 ft 62.3 -65.3 62.3 -119.8 110 ft 52.4 -52.41 52.4 -96.0 110 ft 56.4 -59.3 56.4 -108.7 110 ft 55.5 -55.5 55.5 -101.7 110 ft 59.8 -62.8 59.8 1 -115.2 110 ft 63.2 -66.5 63.2 -121.9 120 ft 53.4 -53.4 53.4 -97.9 120 ft 57.3 -60.3 57.3 -110.6 120 ft 56.6 -56.6 56.6 -103.7 120 ft 60.7 -63.9 60.7 -117.2 120 If 64.2 -67.6 64.2 -124.0 W 130 ft 54.4 -54.4 54.4 -99.7 130 ft 57.9 -61.1 57.9 -112.1 130 ft 57.6 -57.6 57.6 -105.7 130 ft 61.4 -64.8 61.4 -118.8 130 ft 64.9 -68.5 64.9 -125.6 Q 140 ft 55.4 -55.4 55.4 -101.6 140 ft 58.6 -61.9 58.6 -113.6 140 ft 58.7 -58.7 58.7 -107.7 140 ft 62.1 -65.6 62.1 -120.3 140 ft 65.7 -69.4 65.7 -127.3 150 ft 56.0 -56.0 56.0 -102.7 150 ft 59.1 -62.6 59.1 -114.7 150 It 59.4 -59.4 59.4 -108.9 150 ft 62.7 -66.3 62.7 -121.5 150 ft 66.3 1 -70.1 66.3 -128.6 160 ft 56.6 -56.6 56.6 -103.8 160 ft 59.6 -63.2 59.6 -115.8 160 ft 60.0 -60.0 60.0 -110.0 160 ft 63.2 -66.9 63.2 -122.7 160 ft 66.9 -70.8 66.9 1 -129.8 (' 170 ft I 57.5 -57.5 57.5 -105.3 170 ft 60.1 -63.8 60.1 -116.9 170 ft 60.9 -60.9 60.9 -111.6 170 ft 63.7 -67.6 63.7 -123.9 170 ft 67.4 -71.5 67.4 -131.1 Z O 180 ft 58.3 -58.3 58.7-7 180 ft 60.7 -64.4 60.7 -118.0 180 ft 61.8 -61.8 61.8 -113.2 180 ft 64.3 -68.2 64.3 -125.1 180 ft 68.0 -72.2 68.0 -132.3 Q O 190 ft 58.9 -58.9 58.9 -108.0 190 ft 61.2 -65.0 61.2 -119.2 190 ft 62.4 -62.4 62.4 -114.4 190 ft 64.8 -68.9 64.8 -126.3 190 ft 68.6 -72.9 68.6 -133.6 J r O g 200 ft 59.5 -59.5 59.5 -109.1 200 ft 61.7 -65.6 61.7 -120.3 200 ft 63.0 -63.0 63.0 -115.6 200 ft 65.3 -69.5 65.3 -127.5 200 ft 69.1 -73.6 69.1 -134.8 Q pNO 220 ft 60.6 -60.6 60.6 -111.2 220 ft 62.6 -66.762.6 -122.4 220 ft 64.3 -64.3 64.3 -117.8 220 ft 66.4 -70.7 66.4 -129.7 220 ft 70.2 -74.8 70.2 -137.2 m W Q Z a V Q 240 ft 61.8 -61.8 61.8 -113.3 240 ft 63.6 -67.9 63.6 -124.5 240 ft 65.5 -65.5 65.5 -120.0 240 ft 67.4 -71.9 67.4 -131.9 240 ft 71.3 -76.1 71.3 -139.5 N 260 ft 62.8 -62.8 62.8 -115.2 260 ft 64.4 -68.9 64.4 -126.3 260 ft 66.6 -66.6 6ka 260 ft 68.2 -73.0 68.2 -133.8 260 ft 72.2 -77.2 72.2 -141.5 Q Q Z W 280 ft 63.8 -63.8 63.8 -117.0 280 ft 65.1 -69.7165.11 -127.8 280 ft 67.6 -67.6 6 280 ft 68.9 -73.8 68.9 -135.4 280 ft 72.9 -78.1 72.9 -143.2 � Z06 O 11 300 ft 64.8 -64.8 64.8 -118.8 300 ft 65.7 -70.5165.71 -129.2 300 ft 68.7 -68.7 6 300 ft 69.7 -74.7 69.7 -137.0 300 ft 73.7 -79.0 73.7 -144.9 Q ED 2 INSTRUCTIONS FOR TABLE USE: GENERAL NOTES: PEAK ROOF LL W 1. TABLES ARE INTENTED TO DEPICT THE'WORST CASE'PRESSURES.'WORST CASE'IS 1. THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING.THESE TABLES ARE ONLY HEIGHT 0 U DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED&RAISED SEALED BY YIPING WANG,P.E. MEAN ROOF O USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. HEIGHT r 2. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING VE RI%7F 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 80'MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE I I HEIGH4\, 4. TABLES VALID FOR ALL ROOF SLOPES.REDUCTION FOR ROOF SLOPE LESS THAN 1dr VALUE USE IS OFFERED HEREIN. ® 3.THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED ® / SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. CERTIFICATION.REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER ELEVATION ® ® \ 5. IDENTIFY THE BUILDING MEAN(AVERAGE) ROOF HEIGHT.IF THE MEAN ROOF HEIGHT APPROVALS FOR DESIGN&INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE a ` �� °° \G i CANNOT BE IDENTIFIED,USE PEAK ROOF HEIGHT. VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ix 6. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE 4. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY) FORA RISK CATEGORY II ASSUMPTION. (GENERAL RESIDENTIAL&COMMERCIAL CONSTRUCTION FOR A RISK CATEGORY III SEPARATE WALL ZONE FIGURES a a FLORI GYRATION ISOA�EfRIG Q 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT'WIDTH OR TABLE WITH 186 MPH WILL BE USED.THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR I/IANG, P.E. THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS _ PE #55983 2867 L.j_ ASSEMBLY OCCUPANCIES. C.A3�28677 w_ THAN-ONE-THIRD,THE SPAN LENGTH (HEIGHT'%) .USE THE AREA BETWEEN STRUCTURAL TOPOGRAPHIC FACTOR KA=1.0 FOR FLAT TERRAIN USE ONLY.THESE TABLES NOT VALID FOR a=10%OF LEAST HORIZONTAL DIMENSIOWO� W. e,I ARTA OF AN OPENING CANNOT IDENTIFIED,THE MOST CRITICAL L10 SQUARE FEET)SHALL HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18) ENCLOSED BUILDING ONLY. `S e s.y BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR VERIFY USE OF Kd=0.85(DIRECTIONALITY FACTOR WITH LOCAL BUILDING DEPARTMENT. OF MEAN ROOF HEIGHT,WHICHEVER IS SMALL�it, LARGER TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE HVHZ=HIGH VELOCITY HURRICANE ZONE TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. BUT NOT LESS THAN 4%OF LEAST HORIZONTAL 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR(ZONE b) PER 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. DIMENSION OR 3FT. THE FIGURE OR INFORMATION BY OTHERS.ANY QUESTIONABLE OPENING IS TO BE 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE USE ZONE 5 IF ALL IN QUESTION.CONSULT AW CONSIDMIED THE MORE CRTTICAL(EXTERIOR ZONE. 7. EXCEPT A3 EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS ENGINEER FOR A MORE SPECIFIC INTERPRETATfC)IV® 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL OR AFFIRMATIONS ARE INTENDED. IF REQUIRED. /// .•°�G`� '1S a!\ MUNICIPALITY IN ACCORDANCE WITH CODE g MIAMI•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 OF ACCE E OA www.miamidade.eovieconomy ECO Windows Systems,LLC 9114 N.W.106'h Street, Medley,FL 33178 SCOPE:' NOA is bei under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform.in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velac' ' ane one. -� DESCRIPTION eries 1"1700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. ' APPROVAL DO wing No.W13-49 REV C,titled"Series- ass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number iration date by the rami- sProduct Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Resistan i Limitations: 1. See Design Pressures Vs Reinforcing,glass types a c arts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,sAafe and series and. following statement: Miami-Dade County Product Control Approved",noted herein.G o • G. . .... • RENEWAL of this NOA shall be considered after a renewal application has been filed and there ke;been no••••'• change in the applicable building code negatively affecting the performance of this plad4r.• G :Goes: TERMINATION of this NOA will occur after the expiration date or if there has been g*rgytsion c3 Change in the►.. materials,use,and/or manufacture of the product or process.Misuse of this NOA as aaeWnrsement of-any prodtiat, for sales,advertising or any other purposes shall automatically terminate this NOA.Fail m o comply-Aith any-•s.:' section of this NOA shall be cause for termination and removal of NOA. •••••• ' ' • • • 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Flgxida, a4d f8?l6wed by the. expiration date may be displayed in advertising literature. If any portion of the NO�.Vdlplayi�44ken it shag die• 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#13-0912.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. EMarch 2.05 M>AMawo Expiratio2019 Approval D2015 �\%Ak S ge 1 ' 9 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 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)Nater 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc., signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5`h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTR E-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Kuraray Butacite®PVB interl#Ypf',expiring on 12/11/16. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameri ;I'nc. (Fo4w E.I. DuPont DeNemours &Co.,Inc.)for the"Sentry Glass®(Cleff Wd White)'Glass •••••• Interlayers", expiring on 07/04/17. •••••• • :0660: •••• •• ••••Y• .... • F. STATEM .. ENTS •..... . ..... 1. Statement letter of conformance to FBC 2014(5`h Edition)and le�. t'x,d*f no fanarseial •••••• interest,prepared by Al Farooq Corporation,dated 06/10/15, sign ftd,sealed by Javad to 000900•••• Ahmad,P.E. to 2. Lab compliance as part of the above referenced test report. 0 0 0• • •• Y G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. ` r Ishaq L Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,2015 E-1 M IAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11.805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 N AC A www.minmidade.my/economy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 C This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-blade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applica le building code. This product is approved as describ a Florida Bu g Code, including the High city Hurricane Zone. 1 11 DESCRIPTION: Steel an W8 Sectional Garage Door up to 91-0"Wide(DN+54.0,-62.0 PSF) APPROVAL DOCUME 03287,titled"Pan Door 9'W+54/-62 PSF",sh 1,dated 03/03/2005,with revision 05 dated 02/2015,prepare y opay u ompany,signed and sealed by Scott Hamilton,P.E.,bearin - ct o of renewal stamp with the Notice of Acceptance num expiration date by the Miami-Dade Coun educt Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Resists LABELING:A permanent lab e w 's name , anufa luring address,model number,the positive and negative design pressure rating,indicate impact rated W applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. 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 ager 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 he available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0225.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0603.02 roAMinAOE coutvey Expiration Date: September 15,2016 ` ' Approval Date: July 30,2015 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBiVTTED A. DRAWINGS "Submitted under NOA#15-0225.04" 1. Drawing No. 103287,titled"Pan Door 9'W",sheet 1 of 1,dated(3/03/2005,with last revision 05 dated 02/2015,prepared by Clopay Building Products(Company, signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #05-0316.01" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per IBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201- 4 3)Cyclic Wind Pressure Loading per FBC,TAS 03-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Speci ens A,B,C and D Clopay Model 94,9'x 8' 24 gauge garage doors,prepared by American T st Lab,Inc.,Test Report No.ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by(William F.Wescott,P.E. C. CALCULATIONS "Submitted under NOA#05-0316.01" 1. Fastener Attachment Calculations prepared by Mark Westerfield,P.E.,Sheets 1 &2,dated 03/03/2005,signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources R) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Testing contracted letter issued by American Test Lab,Inc.,dated 05/28/2015, signed by Keith Owen. "Submitted under NOA#15-0225.04" 2. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC issued by Clopay Building Products Company,dated 02118/2015,signed and sealed by Scott Hamilton, P.E. "Submitted under NOA#10-0908.07" 3. Statement letter of no financial interest issued by Clopay Building products Company,dated 08/25/2010,signed and sealed by Scott Hamilton,P.E. 601, 21/7 S Carlos N.Utrera,P.E. Product Control Examiner NOA No 15-0603.02 Expiration Date: September 15,2016 Approval Date: July 30,2015 E- 1 • 141AMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 ;BOARD DIVISION T(786)315-2590 F(786)315-2599 ACCEE (NOA) www.miamldade.tovleconomx ECO Windows Systems,LLC 9114 N.W. 100h Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Ha ing Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material ails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may ' mediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA re erves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the Hi r Le Zone.DESCRIP ON:Series 600 num Outswing Doors-L.M.L APPROV rt ed"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the NotZofce to on date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATrge and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door loaf width shall not to exceed 37". See locking options 1 &2 in sheet 7.1. •••• •••••• 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB an?ila%s type*so 000000 0319 limited 0.Insulated laminated glass tv/.090"Solutia interlayer. • LABELING:Each unit shall bear a permanent label with the manufacturer's name or 4®go;city,state and series and .... . following statement: "Miami-Dade County Product Control Approved",noted herein. .. **:see . RENEWAL of this NOA shall be considered after a renewal application has been fitedg4;ther;haS�een no.*::::. change in the applicable building code negatively affecting the performance of this psaduat. .' TERMINATION of this NOA will occur after the expiration date or if there has be&a re;isionhr.qUwge irf ft•• materials,use,and/or manufacture of the product or process.Misuse of this NOA as;n endorsement of any p;pd"; for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply*Ngith 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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 11 MIAMI DADS COUNTY Expiration Date: March 20,2019 ' Approval Date: October 15,2015 .121�C Page 1 t , ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-40039 HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS •••••• . . ....L .... I. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,lr;�.(�grmer EI. uPont.. .' DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring-0#42/11/614.• ****so 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical C6wphny(MA)(formes...: Solutia, Inc.)for the"Saflex: Saflex Clear&Color glass interlayer", expj�lpg on t %IA16. •• 3. XL Edge seal System 201 SS spacer by Cardinal IG. ' •• •• • •• •••••• F. STATEMENTS ...... . •' 1. Statement letter of conformance to FBC 2014(511 Edition) and letter o1 no fmancigj,j4trest., •••• • prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed 4lal'uad Ahmad, P.E. :90000 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering k Testing;V,vignea and• sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 412-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 Miami Dade Shutters Presco South Construction, Inc. 6625 Miami Lakes Drive, Suite 419 Miami Lakes, Florida 33014 Office: 786-660-2660 CGC-1515514 LU CIT t PROJECT: ROBERT C ALEXANDER II UPY 10619 NE 10 CT Miami Shores, FL 33138-2101 . s�— Folio# 11-2232-028-0780 Ca —0] r_7 : Impact French Door(M Zone 4 (+40.1 / -43.5) � ASR 281 NOA# 15-0603.13 ------ Impact Sliding Glass Door(0)O 76"x 82" Zone 4 (+40.1/-43.5) •'• •• • NOA# 15-0612.05 • ...... .... ...... 136"x80° •• •••.• Mean Roof Height 15 FT No install �,,' ami Shr_res Village A-p^Mi ED BY DATr ,_'_OP�!^I� DEPT - - gLC; Dr---!DT I V/WF40to 108"x 84" SUBJECT O CCNIPLWICE WITH ALL,FEUCRAI Impact Garage Door STAT AN,) CUN-tY HUL-IS AND RFGULA-nor,S Zone 5 (+40.1 / -53.7) NOA# 15-0603.02 y O 4 3/8" CLUSTER OF w 6 ANCHORS am- 5" MAX. 13" MAX. AT INTERLOCK ENDS HEAD HEAD SEE SHEET 5 FOR CAPACITY r� CORNERS ZJ-7 � �~ J G► _96n C C U A DOOR FRAME WI07H0 8,. L Cw GM O M C�� g pL0 a 0 INTERLOCKS p °� a WITH �z°J it II /-REINFORCING WITHOUT a W' I I _ SEE CHART #1 W to V„ II II J �t0 J �I Ii Q w ' I I INSTRUCTIONS: �,$� U o USE CHARTS AS FOLLOWS. � q J I STEP 1 SEE CHAix Ln RT' #1 ON SHEET 5 FOR GLASS CAPACITY �/ AND REINFORCING REQUIREMENTS. w _ CL o == ISI S-��I,,� / . . C, • SELECT SILL TYPE FROM SHEET 7 AND LIMB o Z - o -- Tj rj==== , m sees 01 :• a •..• STEP 2 EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. 0 z rn I I I ► to •••••• •••• STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. o ij 1 •••••• 0 >0 w t�e • 00 STEP THE LOWEST VALUE RESULTING FROM STEPS 1 - - I I _ _ I� -- ' . •0000• n • •on on r- ' •••• THRU 3 SHALL APPLY TO ENTIRE SYSTEM 3 ,• •• so so6(0 u7 •• II II •••••• ¢ �_ LL Go • DAYLITE OPENINGS WIDTHS: I I I ••• w. d Q44 066: FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" W tn g INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B DAYLITE OPENING HEIGHT: • ' IPRQUUCPt D PANEL HEIGHT — 6.50" ��Cede lthe FTorMb ewith PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625" 41 3/4` 41 3/4" m w �a a za lbr FALSE MUNTIN z � � ° g D.L. OPG. D.L. OPG. �d o: OPTIONAL ;a 'v ls�-. �, u c S THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8" prw ul GMt+ol o a o SHUTTERS ARE NOT REQUIRED. PANEL WIDTH PANEL WIDTH v a a'i6 . 0q 6 SERIES--700 t ''► ' ALUMINUM SLIDING GLASS DOOR 5" MAX. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13" MAX• ,� o a o REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL ,y'`�Q. LAMINATED GLASS > o INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CLUSTER OF INSUL. LAM. GLASS ` a 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS LARGE MISSILE IMPACT TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS M SEE SHEET 5 FOR CAPACITY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FngrCML CML a g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYPICAL ELEVATION FLA. PE j 70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C'A'N3538 m NOT PART OF THIS APPROVAL. OX ,t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. EC ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE TESTED FRAME AREA OF 72 SQ. FT. W13-49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 2 ' o CLUSTER OF �� w " " 4 3 8" 6 ANCHORS 5 13 �• j AT INTERLOCK/ASTRAGAL ENDS HEAD HEAD FTYP. -- SEE SHEET 5 FOR CAPACITY I CORNERS _ Z j 147-7/16"ZIL� o 0 0 �* DOOR FRAME WIDTH QA stop c cI 0 p) o 0 aCg o INTERLOCKS aj WITH OR WITHOUT I I REINFORCING SEE CHART #1 LL z y II II � pp g H 4 t9 t0 �i im N rxu 00- o 'Z�ZCA I I (� •• • ri.• rpi • a • ;I l; to ••.••• Ld4 • 00 I I -- ;I l; - •.•... • a�l;�y N ••• II 11 ••••.• Jd0 I .•• l _ I_ e • • • > ^ • ---- p • • 77 Uy •.• -�� 00 0 J • B I= O� � rn 42 1/16" 42 1 j16" m z rROAUC P REvi D FALSE MUNTIN D.L. OPG. D.L. OPG. a We=Wl,*wkb Ue Flarift OPTIONAL 49 3/16" v t > � o o49 5/16" PANEL WIDTH ► aPANEL WIDTH o N 12 ASTRAGAL INTERLOCK a �!' eet ero)1 FE + - � to c � 5" MAX. ,3" MAX. r CLUSTER OF o a to o 0 SILL SILL 11 �6 ANCHORS �" o o `i CORNERS AT INTERLOCK/ASTRAGAL ENDS cam v TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx M Engr. JAVAD AHMAD M j CIVIL ALTERNATE SIZE UNITS: FIA PE 7c MAX. FRAME AREA OF DOORS NOT TO EXCEED 5388 a THE TESTED FRAME AREA OF 110.7 SO. FT. 0 29 Browing no. W13-49 sheet 2 of 12 ' CLUSTER OF v 5" MAX. 13' MAX. 4 3/8' 6 ANCHORS W HERO HEAD TYP. AT INTERLOCK/ASTRAGAL ENDS CORNERS - SEE SHEET 5 FOR CAPACITY r� �- Z 3 W 192"! � 7yA Bd DOOR FRAME WIDTH Q N� v N A got V 'c o�a "� 0 INTERLOCKS INTERLOCKS 0h C I I WITH OR WITHOUT l i i 1 REINFORCIWITH OR NG LL Q ?� REINFORCING SEE CHART #1 SEE CHART #1 {a, Z N I� �I I� �! J Vz' •+� J C (-J) o m = io J i' l i i l !6 -- ••• •cr i •••• N'! • 0 d �I I� g C <= �I �I� s Q •••:•• x ••�• 0 II II II II t0 •••••• }•LLI y.• • --- •••• Z N co •••. ---�F----�I - �I Ir -_ •••••• .••0r rn• ••• II II I ! •• •• � 0� I I I 1 I LL. �n • • • • 00 • } �• •••• If B •• • w •�•�C� • W �W J � 42 1/16" 42 1/16" 'R FALSE MUNTIN D.L. OPG. D.L. OPG. �aUC f REVIBEU s OPTIONAL in 'v �� splriflg with Hie Ffor}dl, o o 49 3/16- At+agn,�rce n 2.0 0 N PANEL WIDTH 49 5/16 �_.� o m PANEL WIDTH °ac" �1i`� INTERLOCK ASTRAGAL INTERLOCK 6 5" MAX. SILL, 13° Qi CLUSTER OF ao or CORNERS 6 ANCHORS Hoo 0 TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS °c -1-1-1 oxxx SEE SHEET 5 FOR CAPACITY ro o Enge: JAVAD AHMAD N 8 0 ALTERNATE SIZE UNITS: FLA. PCML �+ E # 70582 MAX. FRAME AREA OF DOORS NOT TO EXCEED C.A. 538 u a THE TESTED FRAME AREA OF 144 SO. FT. g u 2015 drawing no. Wl3-49 sheet 3 of 2 U DOOR FRAME W. A M ~s C E NOTE: O � J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. H Q 2. FOR APPUCA13LE DESIGN PRESSURES AND REINFORCEMENTS G g a REQUIREMENTS SEE SHEET 5. 0 p 0 0 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 00. o B INTERLOCK 0 N M :3H OX(SHOWN) EXTERIOR G XX DOOR FRAME WIDTH (SEE Dp TABLE) O d G G DOOR FRAME WIDTH 4wN� c J H a � `sd � 4 U o J rn o B ASTRAGAL INTERLOCK J Go O .. OD OXX(SHOWN) EXTERIOR • .� DOOR FRAME WIDTH (SEE Dp TABLE) • �La.• o , .. XXO - s DOOR FRAME WIDTH Oj © © •,...• [7�03- �.....,.... 0 Lo a D • o vi.• hmoi 1 in J • S BINTERLOCK -0qr LJ - • OXO(SHOWN) EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) FRODte DOOR FRAME WIDTH V O ® ""Ou�wEthtthe � m v A C� g1 W Dw�te�5' �g IL a La O INTERLOCK INTERLOCK 0 0 OXXX(SHOWN) EXTERIOR 16J OXXO I DOOR FRAME WIDTH (SEE Dp TABLE) XXXX Engr: JAVAD AHMAO APPROVED CONFIGURATIONS FLA PEAL 70592 g CAN. Li 011 E-- drawing D nii v!J F 2Ot� no. W13-49 sheet 4 of 12 CHART #1 CHART #2 3/16" TEMP. GLASS �� w ' DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) GLASS TYPES GLASS TYPES / 318" AIR SPACE 3 16" HEAT STREN'D GLASS � 6 ANIKOR.S 3116" HEAT STREN'D GLASS AVERAGE OOOR FRAME A ODOR MWE AT 1YfG. $nt" Interlayer " Z j 090 Interloyer 0 WITHOUT REINF. 19ITI3 REIATF. StDB ERRS BY 'Kuraray America, Inc. tryGlas _ � � Z PANEL iiADTH HEIGHT PANEL WIDTH HEtCHT I INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) + utcttEs EXT.(+) INT.(-) 3 i6" HEAT STREN'D GLASS Elyen'Kure ay America, Inc.' 2 N o 30 70.0 80.0 70.0 80.0 30 70.0 80.0 / 36 70.0 80.0 70.0 80.0 36 70.0 80.0 GLASS o C J U o 3/1b" HEAT STREN'D 42 ( 82 ) 70.0 80.0 70.0 80.0 42 82 70.0 80.0 0. �cuV 408 70.0 80.0 j 70.0 80.0 48 70.0 80.0 z � � fl 54 62.2 7 .1 62.2 71.1 54 62.2 71.1 g y // !t 1 t \ n m t !I t \ G to 3a 70.0 80.0 70.0 80.0 30 70.0 80.0 / 23 I t i t \ a) 23 t t I t I t \ O,Q c 36 70.0 80.0 70.0 80.0 36 70.0 80.0 r U / j I j i 28 ' U / t I t t I 28 0 a a a SILICONE 42 84 70.0 80.0 70.0 60.0 42 84 70.0 80.0 It !t SILICONE '' t t c� 't tt DOW 899 �i It it DOW 899 00 48 70.0 80.0 70.0 80.0 48 70.0 80.0 I 'lullt I I ' I Q Z ItL 54 62.2 71.1 62.2 71.0 54 62.2 71.1 I Z N 30 70.0 80.0 70.0 80.0 30 70.0 80.0 0 / g / J t3 ID 36 70.0 80.0 70.0 80.0 36 70.0 80.0 \ / a_ \ 90 70.0 8 . 80.0 42 _- 90 70.0 80.0 \ - - - \ 29 - CARDINAL XL 11 EDGE 48 70.0 80.0 70.0 80.0 48 70.0 80.0 ST. ST ELCER 54 - - 62.2 71.1 54 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'Al' : U � 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16° OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS J 1D 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 3/16 TEMP. GLASS o 42 98 70.0 80.0 70.0 80.0 42 96 70.0 80.0 " • • N �::: ...: •• • 48 70.0 80.0 70.0 80.0 48 70.0 80.0 .., 54 - - b2.2 71.1 54 b2.2 71A 3/16" HEAT STREN'D GLASS 318" AIR SPACE . : aL-5 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16' HEAT STREN'0 GLASS 0z }'W U. 090" Interloyer �(n Ld ..... 36 70.0 80.0 70.0 80.0 36 70.0 80.0 Butacite PVB K • 98 98 By 'Kuraray Americo, Inc.' .090" Interlayer �••••� H ��.. M rn 0*0 42 70.0 80.0 70.0 80.0 42 70.0 80.0 Butocite PVB • • a PO N i . -14 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3116" HEAT STREN'D GLASS By Kuraroy America, I� • J ••. 30 - - 70.0 80.0 30 70.0 80.0 3/116- HEAT STREItD-MMS 3 ti ao s• 36 - - 70.0 80.0 36 70.0 80.0 o .. • co 42 102 _ - 70.0 80.0 42 102 70.0 80.0 I z •• iIs l'U� Wap goes 48 - - 70.0 80.0 48 70.0 80.0 g m // i t i t \\ / I !t j t \\ N W 30 - - 70.0 80.0 30 70.0 80.0 / 23 j I I \ 23 t I j I j I \ 36 108 - - 70.0 80.0 36 t 08 70.0 80.0 c� / 5i'l 28i i 28 42 -- - 70.0 800 42 700 80.0 SILICONE t I I SILICONE 48 - - 70.0 80.0 48 70.0 77.9 I DOW 899 DOW 899 I $ ^ V o / o / 17 \ 29 /CARDINAL XL of 7 \\ 29 \ EDGE SPACER u ST. STEEL 6 7 GLASS TYPE 'B' GLASS TYPE `BI' a 711V OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS to g PROAIJC f RFViieEO .2 o n+ 6 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS a.ot4pyk2 wick Ike Fbr* > ^ FOR DOORS WITH 2-3/4" SILL HEIGHTS. Illtttldir�C66 ` < m u Armee Pio - i�.� F -7 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF r lie Da-- DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR � INTERLOCKS WITHOUT REINF. INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE En9r: JAVAD AHMAD SEE SHEET 7 FOR DETAILS CML fWact C"Ifur I SCA N. #538 92 3Et ' NOTE: m �SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. �� Q 9 SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: '2�]�h LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W13-49 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 1 2 r1 O I M_ Z k3 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM H I AND TRANSFER THEM TO THE BUILDING STRUCTURE. � o0 v ac o 0 0 � a � TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 n o - AT HEAR o TYPE 'A'- f 4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 I(SI) jtC z H THRU 1 BY OR 2BY BUCKS INTO CONCRETE tt z - 1-1/4" MIN. EMBED INTO CONCRETE t ,j a 8 1 I TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy--i55 KSI} I a 6 Sol! DIRECTLY INTO CONCRETE _ 1-3/4" MIN. EMBED I U o TYPE 'C'- J,/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) y J 7 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) o ••• co .'. ••• +'d sees. INTO METAL STRUCTURES •• �... C) : STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I ••e•• •• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ••• L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• sees• z 40 K� sees. • • o • FYPE 'B'- 1!4" DIA. ULTRACON BY 'ELCO' (Fu=n7 KSI, Fy--155 KSI) �'�J Osseo sees.. Z. Ll- m DIRECTLY INTO CONCRETE o ...:. L — —1.3/4" MIN. EMBED — — — — — — — J : .'. �, • Q ...� —AT JAMBS- — — — — — .. ui a1� k TYPE 'A'- 1.14- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD f THRU 1 BY BUCKS INTO CONC. OR MASONRY 0 �O��7v t��.p O a O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I wk6 itis fl rw o N " TYPE 'B'- 1,/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy--155 KSI) I � � .. G a o DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I {�` `►�� ` TYPE 'C'- 1/4" QIA, SELF DRILLING SCREWS (GRADE 5 CRS) {{ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) k o a`71 C! INTO METAL STRUCTURES o o N STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I m ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L._ I M J Engr. JAVAD MMAD N u CML ANCHOR EDGE DISTANCES FLA. E t 70592 INTO CONCRETE = 2-1/2" MIN. C 538 INTO WOOD STRUCTURE = 1" MIN. o I i INTO METAL STRUCTURE = 3/4" MIN. li � j� � CONCRETE AT HEAD, SILL OR JAMBS f c 3000 PSI MIN. Browing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. W13-49 sheet 6 of 12 TYPICAL ANCHORS U SEE ELEVS. 1BY OR 2BY WOOD BUCK FOR SPACING (SEE NOTE SHEET 1) METAL • •4 _ ------------------------------ STRUCTURES --_.__.._—^------_—_—_--..— -.---- 1 .-._ —I M STRUCTURES r--------------- `7 E. e- DISE. <_�ONGRETE i/8K. j 1 MIAMI—OADE COUNTY APPR'D MULLION I I Z 3 : • • ° ° :4-1 .•STAG�ER1r0 a e:: (SEE SHEET 6} 1 SEE SEPARATE NOA I I G N z x a• Q I .. a 3'KI: MIN. 3-1 8' 1 1 aa* I (SEE SHEET ) I Z EDGE DIST. I d rn STAGGERED � .., �j 3-1/8" i� off. � 18 I� I STAGGERED I j� li O p v '11 7 ------ ---------- ---------� a L— --- — — ---- — — --- — 21 � � W caaQ ° 4 TYPICAL ANCHORS ® N 0 AIX TYPICAL ANCHORS z G 4 SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING W py_ + + r + S1tD�` .. ICE VIS it II II it it N 10 tt I I I I I I I I J u6ii J 11 it it 11 11 MODUC is REVISED t r I 11 i t i s cma>plrleg with the Fiori+M v► t�lJ• M I) it it it it it it tl it iI �Dttt • ••••� 0_ Cox 00EL • •i• 11 11 11 It It • ... o (n r 06 1 C� N M ebsees II II i1 iI tl ....11 it il it 0A•G�Jif) � • In W W a. � � ' ' $ Z In :000 W WEEPHOLES: LLJJ z •• ;d —1/2" LONG NOTCH AT EACH END. • " •"i' W1 = 1 dQ 11 11 it 11 It 0• 11 11 11 it it W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS N W , W It it it it iI AND 36" O.C. see* W it W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS it It It i' '' AND 36" O.C. 11 it 11 II It I� iI II it It W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS 1 1 1 l i AND 36" O.C. it 11 It II II it o it 11 it it 11 PILE PADS: 23 i 14 i t LOAD BEARING SHIMS 14 ` o '1 4 OR P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION y 9 0. 00 POURED & HARDENED 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH m W0. HIGH STRENGTH GROUT + a + 1B NON—SHRINK, NON—METALUC 13 P2 = SELF ADHESIVE PILE PAD f'c = 5000 Psi MIN. 1" X 3/8" X 1/4- HIGH 0 26 24 12 �_ P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2 P4 2-1/2" X 1" X 3/8" HIGH m o 4 m W4 e :: • N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2t \ `" a—i 2" LONG X 1-7/16" WIDE X 7/16" HIGH W3 I r N Engr. JAVAD AHMAD +� 1 + + m CML i N a FLA PE 1I1 70582 p \ <• ,C,_N. 3538 ^ I a , a NOT APPROVED LIMIT MAX. LIMIT MAX. C J Q GONCFiETE e • . ° a P3 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS ! $ L Y d 3 K to i�INe ,e a• TO 47.0 PSF TO 70.0 PSF a,.• e '� W1, W2 ,"EDGE DIST. ' I 3—t'fs a.. SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD drawing no. STAGGERED TYPICAL ANCHORS SEE SHEET 5 CHART I FOR DOOR CAPACITY W13-49 SEE ELEVS. PI FOR SPACING sheet 7 of 12 U 1 M PANEL WIDTH Z j TYPICAL ANCHORS REINFORCING O SEE g FOR SPACING AS READ. 2 H Z<, SEE SHEET 5 1 a0 In a I O FOR CAPACITY n D.L. OPG. SEEELEV.ANCHORS C G U P2 v FOR SPACING a v 7 5 c 0 a ° '}................................11 O I ��iiiiiiiiiiis t2�•�iiiiiiiiiit{ .V •' ...»1 Q• 19 is:::::::::::::....::.::-.....i 0 N 22 � W Q uZ1 Cf� M OI •1 iiiiiiitiitiitii:.....iaiiiiid' M i=ce _ �j I Q� o N co a INTERLOCK 172BY WO BUCK N rd• o t. 21 OR Vl o WOOD ST CTURE • • • •••• 8 4 SEE NOTE HEET 1 •••• : ++��•..� W •• EXTERIOR ...... cp U •••••• A•Q� uI lose: d •••• ., PANEL WIDTH see* Z.'r_j � :..• 000000 zW ••:• s` a 1/4" MAX. DOOR FRAME WIDTH (SEE Op TABLE) 1/4° MAX. "•••• I • r) • . � 0 SHIM SHIM •• m •h W -11 '••• w �M . . N ... so MOMICf REVISED • • • tdlriNas ca++ A upunce rl Is OL a•61- U `Ira Dat4 �� g °a o L [L • f71 C' N h C � Qo`� So CQ ® U M Engr: JAVAD AHMAD I 1 gg0 CIVIL N FLA 70592 $' CA 538 c ii ,c � I's - a drawing no. W13-49 sheet 8 of 1 2 , , PANEL WIDTH ITEM B PART # QUANTITY DESCRIPTION MATERIAL M&NF./SUPPLIER/REMAM W 1 E701 1 FRAME HEAD 6005—T5 — 2 E702 1 FRAME SILL 6005—T5 — ►'� 3 E703 2 FRAME JAMB 6063—T6 — Z j 4 _ E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063—T6 — Q 5 E705 ~ AS RQD. PANEL LOCK STILE 6063—T6 a 6 E706 AS READ. PANEL OUTER INTERLOCK 6063—T6 — Jp v 7 E707 AS REQD. PANEL INNER INTERLOCK 6063—T6 — L6(Y 8 E708 AS REQD. PANEL MALE ASTRAGAL 6063—T6 — p 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063—T6 — Q t m2p 10 E710 AS REQD. GLAZING BEAD 7/16" LAMINATED GLASS 6063—T6 — v Q 11 E711 AS REQD. GLAZING BEAD 1" INSULATED GLASS 6063—T6 — 0 d G G g 12 E712 AS REQD. SILL TRIM 6063—T6 OPTIONAL 13 E713 AS REQD. 2" SILL RISER 6063—T6 — � l z p 14 E714 AS REQD. 2-3/4" SILL RISER 6063--T6 — II z N 15 E715 AS REQD. FIXED PANEL CUP (CONTINUOUS) 6063--T6 — as g .. 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063—T6 — a w m g F 1B #10 X 3/4° FRAME ASSY. SCREWS ST. STEEL — - i8A #10 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL _ 19 #8 X 1/2" PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. U o 20 #10 X 1-1/4" PH SMS 1/ ROLLER BOILER INST. SCREWS — NOT SHOWN v 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP — FIN SEAL .190 HIGH BY ULTRAFAB to 00 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB A 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 ( ar ee M 24 PR03-6005 2/ MOV. PAN TANDEM NYLON WHEELS IN ST. STEEL HOUSING — INTERLOCK (1/2- MTG. SPACER REQD.) ••• 0 ,rj 90:0 o 25 E718 2/PANEL FIXED PANEL SKATE DELRIN — • • F- 26 e00e0• 26 #8 X 1/2- PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 000000 F e(A o, s e • �' .••s 27 — AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY — BY INTERLOCK ones O 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE eose Q er J Is an'e 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A •• •• o Z t��` °D• •e• 0000 •• Z � see 0s •0000000 • �yj Cl • • • w I ,�J v . • • • nee• E�•�w � e ese N W rng e •e • •se• IRODUC r Rmsvo wepopbbs With Ua Flaw SEALANT: o ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Lsk•. - o WHITE/ALUMINUM COLORED SILICONE. c U v c � oc� uo L 0 < m U M Engr: JAVAD AHMAD CIVIL FLA. CA E 3 92 538 d � ' j' nnii v v o drawing no. W13-49 sheet 10 of 1 Q O 5.059 3.562 3.562 w .125 .130 .693 j M .078 t 1.129 .078 1.312 1.824 937tL 45 .937 .050 1.021 JEW o Z J U1.648 .078 1.648 � 062 .062 I }a Lu 2.105 L �� IN fL f1.252 1.252 0 N0 a 0 v Imo----1,998 1.998 Og4 a N 2.625 O FRAME HEAD 5 2.625 GLAZI10 I. INSUL.NLAM. GLASS 11 7G BEAD /GLAZING" LAM. GLASS 0 0 ut`i O PANEL LOCK STILE a >m 1.471-1 O7 PANEL INNER INTERLOCK 0 a o o 0 23 .210 ti r 1.144 �{ Qi Z 0 N .062 3.562 .210 I Z� .068 J r3 m g �d 210 Q W01� F - - 1.998 2.6873.250 1.937 2.313 078 .078 2.105 N 1.648 Ll47 1.047 1.047 J IL 125 .068 -1 1 C) 5.532 1.998 1.823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER N W c� V) .062 Q PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK ; ••• c ;;.``'� 4 .••;. .. V, •." , 0 cV • 2.248 •..;.. .p M to ..... .915 1Z5 �••••� o iIF ° ••••; .•.. S 3.�v W) •••• 357 .•..•• 1 •0"�• .:..� cn d' 149 06 � 1.494 Q78 •• .. z C�'r Wso::* 0 FRAME JAMB 1.540 ;••;•; � W.rn� jT .125 • • • •••• f.998 2.067 15 FIX. PANEL CUP 17 INTERLOCK STIFFENER • 2 '5i � O Sa 10RO DUC F A.BVigED g15 ui 1.19 1.022 3.687 rr= n�D the FtarMa A Ne •d y o a)fi a 078 3.437 Byl�tatlM Drtc 5.274 .078 �~ ` �ti� 1.824 d ceek I o •, c � o 0 0 2 FRAME SILL '> 1.824 1.648 m Cam o 3.820 3.996 n .078 En9r: JAVAD AHMAD CML N L 2.500 FLA. PE / 70592 C.A.N. 3538 a /� L D � U .140 2015 2.000 drawing no. W 13-49 Q PANEL FEMALE ASTRAGAL Q PANEL MALE ASTRAGAL sheet 11gf12 V0 M 18 Z % •- 2 LU � o 0 G 1 CL Qt WO Mp ILak C °eta Hp OG � zM IL J �0 TA[j Mi U o rn J 'j 00 S 00 FRAME TOP CORNER W M F- PANEL TOPE BOTTOM CORNER N w Md 00 • • p •• r 0000 •• • N ppP� •J N •• 000.0• 1W 0 .•6• 0000•• _j I • 0000 • ••0• a • O• • ••.• C:) •� 10 ••• �j O 0.000• N• 3 S 10606 • • •• •• E3.Eg' (t,,), �W , 6000 •00.0• �'�'Y o)M F 00 • • .666 •• • • • 0 to th 18 PRODUC r REVISED (A H as emglykv with the nor* p N AK*pccmk ft s Me o Ea�iratDw Date_ tr2e�� H, e, Sti►.� 1�� 0,z :3 ° M*P tcesw 2 N O q NIAJ - n Engr: JAVAD AHMAD n o CML I \ I FLA. PE t .A. 70592 0 CAN. 538 i v v Nis drawing no. FRAME BOTTOM CORNER W13-49 sheet 12 of 12 J ' 4 3 1 REVISIONS MODELS CLOPAY 84A. 94, 98. H94 (24 GAUGE] DESCRIPTION MODELS HOLMEs 48 (24 GAUGE) REV. No. ZONE: DATE: ECN No. AI'PVD: pq 1/2012 SHAFFIRMED COMPLIANCE WiTH 2010 FBC MODELS IDEAL 4F 4RSi 1-14ST (24 GAUGE) _ �( UPDATED CODE COMPLIANCE STATEMENT. EMD STILES ATTACHED 10 DOOR SKIN"IN PATEMLO 05 _ 2/2015 END SIRES ATTACHED 10 DOOR SIN%AIH PAIENUO TOO-L-LOC SYSTEM.ALL SECTIONS HAVE(2)CONCHES AT THE - - 100-L-LOC SYSTEM.ALL SECTIONSHAVE (2)CLINCHES AT THE ROP AND(2)CLINCHES AT THE BOTTOM OF EACH CIAO STXE- MODUCT RENEMW HORIZONTAL TPAC9 SUPPORT RY EMIL BRACKET TOP AND(2)CONCHES AT THE DDI TOY OF EACH END STILE, CMO SIXES ON 18'SECTIONS HAVE(4 CLQdCNES(V[MLY a��wm ft 11� DOOR INStA LER(To Sun) ATTACH : W117H - t20A END SIXES ON IB'SECTIONS HAVE(4)CONCHES EV£NLV DISTWOUTEO ACROSS THE FACE OF Rt£SECTION. R1iJLHEO»rHt(2�)�L +'r bJ+' 06IRSAID ACROSS THE FACE OF THE S£CiLON, END SiXES ON 21'SECTIONS HAVE(6)CONCHES EVENLY II>I �iS Q s�q CENTER R"REQUIRED FOR SELF TAPPING SEREZ�A D D EMO SIRES ON 21'SECTIONS HAVE(6)CUNCHES EVERY DiSTRIOUIEO/CROSS THE FACE Of THE SECTION. DISTRIBUTED ACROSS THE FACE OF THE SECTION_ mIER OCaTE STILE ARE ATTACHED WITH /6 T INTERMEDIATE STILE ARE ATTACHED WITH TOC-L-LOC (TOP&80i1011)AND URETHANE TOO-L-LOG(TOP k BOTTOM)AND URETILVVE ADHESIVE(AtoNG Ct7N1ER� ,star TRACTS ADtiESSVE(ALOPtG CENTER). SEE 371LE IE FOR 011 $r SEE SIRE TABLE CE 0 ar At�hG&ft1 3 fd►GALV,sT[Q RUG BRIALiOET. EACH FASTENED 70 WOOD LOW tN anReml 0i'1tON A WITH gj4ESLAC scl + AND ro Tw1Cij ' T&Nur P 5 SEE END HINGE HEMA 1' 1 3 - DETAIL. ,a TABLE 1 - + —NUMBER 'p Qw- ft OF SEE 4REiIlEO.JIM DHIF OOR DOUR HEIGItI SECTIONS' IF 7 9� T H ' 109 DETAIL. l� 6.6 89 4 � 9- 186 -1 2 2'DALV.STEEL TRACK lO-a 112 3-1 6 R (TRACK TFSCKtriSS SPECIFIED H_ 124 - ' ON.TROTH VtETf) tt�,opp��jKgg��P091BOM(FKNH •Xtra.MC tA+lit�t'Ti-21`i�r-- � _ 2-0 13 - ' 1 _ +' -- E001 TWO HAS KEN Qa JERK POSITION(BO+1+ TESTED PER ��j 7q lYY.2-1/2412 GIL NAV.STEEL TMLK BRACKET' SEmaMm R C" 2�sOF 7AS 'EseEae�eEadTs of STI E TABLE G' 16J2M LOCKS TIME 5,1W SECTOR 12,1 Ur US 'xa' ROL DOOR YIDIH IT INTEREL DOOR 11STIO � y�jN•- �6/D STIL FORCED EHIRY"IM DOOR LOCK A&VD�ASE ® ® �E5saw 1 0 Yt' r w tanf]9'>mU 2'THICK OKE tOCK OPTIONS LOIX AMD NSFJC SLIDE tow"or OPrIOKAt tA:I L �.._P..A (iM EtAGaCIe� I (YMt.AREA 60 50.1i� I OM O OF S). ROLA Lodi OPTIONS 1L1' ��- IKON TOR owns) YAK.DOER WIDTH-9'-0• ` n°G°°r'tA,t A°FauL°`ao `so v�Ts. Lar oLT�s w rmum Nam RVS!OE ELEVATION �� w • Et�A1109if-0. (1'KI t.OAD�++�•� j *m sci APw=a �1 Rant gots or slln SIAM LATCH ENGAGES pw t2 4 haV.571tL t90•EIRN 11 ATI 1 ONTO VERTICAL TRACK. 2.75' �- tt-►/2'.rFr A uaa Iluaat ATeat>co 0000 NTT SNAP CANCRA ON END (4)/14 SIIEEI METAL SCREWS R rr I �L a � •#000 • ••••• WEFACSIDE OF ODOR. ENDSIX (D I/•'•L!Y 916 NCO 11ns PINI .• • 4 • •• • •f•• • MICR. - • 4yFER.STILE STILE LOCK • LL ••0BAR SLWE 8D1T LOCK ENGAGES FASIEEOR 000 f••♦ ••00% OUTSIDE d"� DID INTO VERTICAL TRACK.ONE 7.5' 7.5' TYKE LOCH LO EACHlI SIDE QF DOOR. *so:** • :*Oaf:• OUTSIDE EMD IiAkDTE EACH LOCK ATTACHED TO DOOR O O •••••• ��YEqp ,x�3f/{� (+) 1/4'DIA,SERF 7APEMMO SCREMS 14 rA GALV.STEEL •••• •• • • • KINDLE STILE EIAiGEBS w S£U- 1/4'SGRETYS. 0000•• ; •••• ••••• INSIDE 14 LADLE TRACK OR EAS HWCE.EACH INSIDE SLIDE BOLT 1A OA EHo HINGE ,IB OA.IHfeffiff mE.-T®E E O.C. TIt Mo. FASTENED/.)END OU[SIDE xiYED LOCK nLn !% LOEK EACH SIDE �VERTICAL AL MEi Y[TAL�4RESS, 00000 • • SHAD lAicH IDCK OP110N Lrl[K OF ODOR. l�K OPTION ••f•f• •• ♦ ••••• NAP daHls • • • • • JAYS & (�) 1 J4'SELF •• •• • •• year TMPH4G SLRtWS. B JAMB TO SUPPORTING STRUCTURE ATTACHMENT 2.8 VERTICAL.4WD f••••• • 3'TALL 1 20 LTA-GALV• • • • • •••f•• 1 AILL NOTES! LOAD MM THE DOOR is TRANSFERRED TO nK TRACK AND THEN FROM THE TRACK TO THE 2:8 VERTICAL SYP STOP llmew BY DOOR PERSTEU SECTION. TWO U-BIIRS • f 000009 (GRADE 12 OR BE1rER)dAUBS. NO.10RD FROM THE DOLL 1S TRANSFERRED TO THE Ii61IZONTAL(TOP)JAMB INSTALLER(10 SYR) EACH UCS ATTACHED -a..,, • • • •••••i 2)ALL AN FASTENERS MAY BE(BUT NOT IICAUI EO) COUNTERSUNK 10 PROMDC A FLUSH YpUMINO -z110E. � - •• • 000:00 • - 3)�A t 3 STRESS INCREASE FOR MND LOAD WAS 1TDj USED IN THE CIUC"tON Of ALLOWABLE LOADS FOR ANCHORS AND IB WA. IBM.PAIHIEO STEEL END STILE- lfmti_i�+ SEti TAP SCREWS FASA 1135 FOR STEEL.CONCRETE AND LOAD KtY. EACH END Sftr MEASURES 2-5/8'-2'. AT X11 E� O gUpPDRTUtd SiR11GT1NRAl[IEIIEMS SMALL RA DESIGNED •• • 20 DA�P�AvIN ED STEEL INTER 1N A REl25TEltl 0 PROFESS'ANAL ENGINEER FOR WIND LOADS INTENDED.STILE STILE.`F`lt STILE MFJSURES 2.12', SHORN ON HTS DRAWWC. LOCATION. WOOD FRAME BUILDINGS 12 W GALY.STEEL TRACK PRE .1BtM Ir '+L'"c e,r m1 SND WALLS OF OWN CPO"SHALL BE FRAMED SOLID BY NOT LESS 1HAR(3) 2.6 PRESSURE BRACKET FASTENED 10 MOOD ,NWB 111TtI ONE UIFAiEO SVP(GRADE j2 OR BEITER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI WOOD LAC SCREW PER BRACKET. I 18 GILL CAALV.STEEL INTER VI � NOMINAL E70REMC hBER STRESS N SENDING (F�}, 51uD WALLS TO BE CONTINUOUS FROM r001Ra0 TO I FASTENED TO CENffR BM 1V 1 � �,I., IJ OA GALV.S1EEC 80110x1 BRACKET(2-JJ+-+4')• IK KAM2'(' v.STEEL TRACK 0.060' EACH 1145/8'SHEET METAL MEWS, RR��1 1&dwFI -t A7TACHEO WITH(2)/14.5/8'SHEET METAL SCREWS. BLOCK WALL OR CONCRETE THICK.FAS1ENEo TO TRACK �y BRACKETS.EACH BRACKET 7 IB'.POSIINU7 INSTALLED RMN TAICtI ROLLER -0 ALUN ALUMINUM EKTRUSAN 0 WM N WIT 05 P. 2x6 SW(GRADE 12 OR OMER)WOOD JAYS SHALL BE ANCHORED TO GRDUI REINFORCED BLOCK MALL ATTACHED WITH ONE 114'^2015/8' r.r7'�"'- �lT� SpLrTAIG SCBEDIED TO SECTION WITH . a 1/2. OR CONIC EYE COLUMN.BLOCK ALL CELt6 SHALL BE FILLED WITH MKR11E AND REINFORCED WITH DOLT &RUT QR TWO 1/4'HNETS, 14 DA, GALV,STEEL ENO IONOE SELF TAPPDlG SCREWS✓U 2t-I/2'06. MAX REINFORCING BARS EXTENDING INTO THE FDOIUID AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS µMB NFIGORAIIDN FASTENED 10 END ST0.ES W1 4))EACH FROM THE TIE BFJWS TO FOOTgO PER BLOCK WALL OR CONCRETE COLUMN. ULM WALLS ALIO /14/5[_8'SHEET METAL sC 5 &(4) CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD- 114' LF TAMING SCREW'S- Br �EOdITEt l ?x6 JAB TO SUPPORTING STRUCTURE ATTACHMENT 2'SIERT TURNER(1-t3/+8'-1116=+-+/t�• DESIGN LOADS: +54.0 PSF -62.0 PSI. PART NO.: N/A (NOT TO BE uSEO FOR ATTACH6IENT OF TRACK BR ems) +)1r•• 85850uke Boulevard CLUPAY VINDLOAD RATING p WOtINUN• ',� 't. . Unless Slated Whenrise ®C0pil� USA / J� ON CENTER TOLERANCES Ire IAosoR. OH g5o0 0M W (� DISTANCE STEEL Tel. No. 513-770-4800 Q BETWEEN WASHERS -•''`� •'a p 1,031 eu +9 PtOdutls CarlpoRy fox No. 513-770-4853 BUILDING TYPE FASTENER TYPE FASTENERS R 0 -,T ,'.j .:r ,.� �i C-110 4oN 1/4'■3'(1-114• EYBM)FEW TAINCON CONCRETE ANCHOR(2-1/2'M.EDGE DISTANCE) 9-1/2' t•o.D. _ ;� �; . .00 � t.015 DESCRIPTION: PAN DOOR 9'W +54/-62 PSF M A 4 1- M t + 1 DD, nIs ppFqDpDYu;taNFORYs To TEa .000 m f DRAWN BY: RX DATE:04/07/04 SCALE: N/A DTyG SM M MIN CON, E 1 '-4" 2-1 i EYB E R T NIM. OGE OI ;RED+TBT(TREHIS.OF!r0ac. 2;f)10 FBCI a = •0000 d f �) f ,.g Rr - Y SI 22 1 1AN0 THE H ' uw.CONCREFE 1 2 =< 2-1 2 LU91 BLIP)WEJ-TT SW EA AA A" -1 l�R. 2+ _ Degrees = t 1/2' CHECKED BY: SH DATE:03/03/05 SHEET 1 OF 1 SIZE {�t,A/.��' RVal OfT wrinT QtE. Unless Sioled OtherNise VER. MD • - EOpIC51 ANCOnORJSCIREST DANA FROCO i BOTTOM AT EAST FSO OREAS THAN QPEMNG MAXIMUMON CENTER DISTANCE. DES B t �� DIMENSIONS ARE IN INCHES. DWG. NO.: 103287 3 , 2 1 4 ' U 1/8" HEAT STREN'D. GLASS ol 3/16" HEAT STREN'D. GLASS 00 ' .090" Interlo .090" Interlayer yer I Butocite PVB Butocite PVB N By 'Kuraroy America, Inc.' By 'Kurcrcy America, Inc.' Q m 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS a w12 SILICONE (L fd m DOW SILICONE CORNING 899 _ in DOW CORNING 899 0 M 0 N 26 2/ O 0 � 14 8 a' III 8 I I f Zvi 00. ¢a vi r t \ / SETTING BLOCKS AT LAM. GLASS z y G] REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO J a Nl l J CLEAR BLOCKS Qii rl$ GLASS TYPE '61' GLASS TYPE 'G2' � U o 1/8- TEMP. GLASS g J U3 5/16" AIR SPACE Uj 1/8- HEAT STREN'D. GLASS c) W M .090" Interlayer Saflex Clear And Color Gloss ``' } W W By 'Eastman Chemical Co.' z U) Co h 1/8" HEAT STREN'D. GLASS SILICONE •..' : _ : � .• z m DOW CORNING 899 960:60 �i Z39:L 6:0 2 N 26 ST. STEEL 000000 Z} `0 • io METAL SPACER 0 0 0 0 Q d J ' ••0 0 rn 15� ' 8 - 0000 �LLLJ w •• 0000.. L40 2 .• •• 0 • 35 :00:0: • SERIES 600 M 1 (�� SILICONE . .;. ALUMINUM OUTSWING ENTRANCE DOOR 1 / I I • \ . . . . ..• SETTING BLOCKS AT INSUL. LAM. GLASS '• ' • • SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS . 9* 8 STAND ALONE SINGLE SIDELITE SEE SHEET 3. o 9 N W SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. - 4 2 cc LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE ` ' v aw $ IL APPLY TO ENTIRE SYSTEM. pRODUC E REVISED o as eepplylsg wink Ibs Flory DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION bw atCodr tiy6lp3•J3 RESISTANCE IS REQUIRED. Acceptwt Ne V,Ikpk*Oft DO j� rik r IAN N N O o o 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Iy�q)gM{r roireeCe�rlyd "> REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o < HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY a TO TRANSFER LOADS TO THE STRUCTURE. Engr: JAVAD AHMAD els q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CIVIL i `p EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. PE # 70592 c M CA-N. 3538 ® a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE m NOT PART OF THIS APPROVAL. v $ v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 42015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 2-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 0 (� w 39 3/4" MAX. 76" MAX. 37 3/16" MAX. (a 0 FRAME WIDTH FRAME WIDTH FRAME WIDTH �y N HEAD & SILL ANCHORS C AT STILE ENDS m 12" (4) AT 3" O.C. 12' '12"MAX )g� 5" MAX. ' 5" MAX. MAX. 5" �' HEAD fT. 0 v HEAD/SILL A E D HEAD/SILL p, �_ _\ SILL CORNERS SILL SILL �} CORNERS I CORNERS a 4 p a Q a S C .0 L Wo LOCK OPTIONS / LOCK OPTIONS II �•I / II #1 OR #2 / II #1 OR #2 II (OPTION 2 SHOWN) II (OPTION 2 SHOW ----- - -s_ SEE- SHE£T--7.11 t- SEE--SHEET 7.1 s / IIS FOR DESCRIPTION e � G / FOR DESCRIPTIA w m m a 1 I ' m m a '/I Y m W a 1 m cv � � ami z n II�� w m t� O / /�t' N a~0 � � N -� to _jto � I f c I �� 00 I t' J 1 _u----- --LL---- %� W - _- �r----- a " si n----- m \-----rr---- �i 1 N IIm U) FW- M >- � 12 i j00 l� II m It \ II \ II rM N II 11 /CB I B it / „ C' � T I •• q � --l'- m • ACTIVE INACTIVE ACTIVE •••••• • Z�j o• • CID to • an p m w In SURFACE APPLIED w LLJ W rn •• SURFACE APPLIED z SURFACE APPLIED g z 32 3 4" • �' • • ••• FALSE MUNTINS OR 26 15/16" a FALSE MUNTINS OR 26 15/16" 26 15/16" gdac FALSE MUNTINS OR / • DECORATIVE GRILL D.L. OPG. tO 0 DECORATIVE GRILL O.L. OPG. D.L. OPG. U DECORATIVE GRILL D.L. OPG. O •v •••• 1 7 MAY BE USED MAY BE USED MAY BE USED �••�•� • •� 37' MAX. _37" MAX. • • . • ••• LEAF WIDTH LEA DTH •..••i i ••i {X) (XX) (0) . a v STAND ALONE SINGLE SIDELITE g C o IZ DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSR SEE SHEET 3 FOR CAPACITY o w V a SINGLE DOORS (X) DOUBLE (XX) a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF PttODUC P REVISED WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+)-- _ wLs•'cuy�s_pfYieft wft/h�he F'to2rfdf► N �2 JV _ P '�fl� e�77�• C W tV N _ O N O O 39-3/4" 37" 98' 7d.0 75.0 76" 37" 98 70.0 75.0 Dsfe 1 N o 0 0 C4 LD U ' ' 4C a GLASS D.L.O. DIMS. Engr: JAVAD AHMAD +� p D.L.O. HEIGHT = FRAME HEIGHT - 11.125 CML i iv D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. PE t 70592 N N, D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 C.A.N. 538 o L!"',�NOTE: 042015 i GLASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W12-08 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 0 DESIGN LOAD CAPACITY - PSF 148" MAX WO DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH0 STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HERO & SILL ANCHORS tic N SIDELITE SIDELITE SIDELITE SIDELITE AT STILE"ENDS Z, CO � FRAME FRAME WITHOUT FRAME FRAME WITHOUT 'WITH 4 AT 3 O.C. 0 REINFORCING REINFORCING REINFORCING " CLUSTER OF � j WIDTH HEIGHT WIDTH HEIGHT 6 AT HEAD/OSI�LL 12" I"' � � INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) � W 9 1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5" MAX. IYP. /cA HEAD O o M 30 70.0 75.0 30 70.0 75.0 70.0 75.0 CORNERS F �� SILL \ Q Ijj U 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 '`� _ \�1 �'Iza LL W 37 70.0 75.0 37 70.0 75.0 70.0 75.0 - - 0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 j I v C sln`i1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 j j I I // I i \ It M °o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 s l I \ O IL 4 0 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 i! II I I 0 pl`p M __-li_ _ I I O 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 r24 61.7 66.1 61.7 66.1 ;i I I i E I I \ {I. Z r� I✓ / II I I \ ..l a M 24 70.0 75.0 70.0 75.0 70.0 75.0 3069.8 69.8 69.8 69.8 70.0 75.0 I i I I 4U rl 92 92 - 36 X4:4- 75.0 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w t� �X . / 11�' I I °0 2 03 a �' m - N 24 63.3 63.3 24 63.3 63.3 70.0 75.0 I& 00 I f I I _V/ 1 j J 30 57.8 57.8 30 57.8 57.8 70.0 75.0 00 -f I( I f I i Cn d J 98 98 36 53.1 53.1 36 53.1 53.1 70.0 75.0 -----1' ---- --C7-,-- I 1 '� / V) Doo uj 37 52.4 52.4 37 52.4 52.4 70.0 75.0 St \ II c.5 o REINFORCING i t \ I I / W II \ It LOCK z w ,rj AS READ. II I► I I #1 OR/#2 > La - SEE CHART (0 TI/JN 1 S 0 } z (n Co SE SHEET .1 N f I I "INACTIVE DESCRI TIO •�M N o• �•I I ACTIVE ''•� •: • r� , Z cfl 2", ••• ••• a�-J • LLJ so 39-3/4" MAX. (SINGLE) SURFACE APPLIED •••3t z Lum SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" L26 15/16" • W • ••• so DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG, D.L. OPG. D.L. OPG• •' 0 ' MAY BE USED ";'� • •• 37" PR011UC f REVISEET • ••• NOTE: LEAF WIDTH as complying boding with tketUrLA: + ', • FOR DOORS CAPACITIES SEE SHEET 2. 39 3/4" MAX. (SINGLE) Atteplaact iVo 1 Orb • '�'. ' FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH • g S LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX. (DOUBLE) E�Rotc �( o 9 N WILL APPLY TO ENTIRE SYSTEM, SEE CHART AT LEFT DOOR FRAME WIDTH 1 { 1 a o MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 N N N GLASS D.L.O. DIMS. o O cy o c D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" o o D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" N O Engr. JAVAD AHMAD p CML PE # 70592 0 AN. 3538 � a m m NOTE: v° X v` v GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) r 0 4 2.015 drawing no. AND FLORIDA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of Q PROPERLY SECURED [1 0 9/16" MIN. TYPICAL ANCHORS1BY WOOD BUCK 2BY WOOD BUCK U V EDGE DIST. OR J� W THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE METAL �Y03 PENETRATION FOR SPACING be" EDGE DIST. SEE NOTE SHEET 1 STRUCTURE N _ s n a:d 3 a e EDGE D$ . EDG£ DIST. n a. I tee• p .' ±{• I o N 77w J a TZP o aIL 0 0 0 d2 to - rn5 1 I - ttw m w IIt8 \ tn in En dj 26 2 TYPICAL ANCHORS TYPICAL ANCHORS CHORSlutom+)SEE ELEVATIONS SEE ELEVATIONS TIONS o Q Q Q I i FOR SPACING FOR SPACING FOR SPACING r , 0 4�_ a -i __ a 3 d F r---------- ----� W Ir--------------- �I LL Z t9 I I MIAMI-DAD£ COUNTY APPROVED I)CLIPPED MULLION I I "'� z J j SEE SEPARATE N A w d - - - 1 T I .-3 _j 0 O J W 8 (4 GLAZING OPTIONS W M SEE SHEET 1 T EICELEVATIANCHORS ONS } W FOR SPACING (n a co p a a` 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWSS M N Wm M =0 a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I0 0``) to v, ci W THEM TO THE BUILDING STRUCTURE. • • L� _j 12 6666 H 6.66 CD in •• x 8 . o • W 6.66•• 00 � o � ••• TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• •• s3 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) •••• U w `- 30 600 •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••.69.00• 9.000 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY PRODUC P REVI6M '6 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) at t"plylloo WhIrt4t Floud* • • o � 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) �Nn ,• •� L( 0 000 DIRECTLY INTO CONC. OR MASONRY Kvpk "Dale &!RA4l9_ • - it 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 ` •�-�"�''� 0 a. 19 a. 35I7A rI--II.1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C° 10� N X 73 rc #14 SMS OR SELF DRILLING SCR S (GRADE 2 CRS) 33 I I INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") C N iVlV B I I 2& 2 2 U N D O INTO METAL STRUCTURES > 4 0 8 ► STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 25 I i 1 g ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS v=i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a _ \ Engr: JAVAD AHMAD r g J TYPICAL EDGE DISTANCE CML INTO CONCRETE AND MASONRY = 2-1/2" MIN. �N5 8592 . • 1 . d .o_ . ° INTO WOOD STRUCTURE = 1" MIN. r JU n4INTO METAL STRUCTURE = 3/4" MIN. EbGE DIST. TYPICAL ANCHORS drawing no. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 9 1/2" MIN. FOR SPACING . W12-08 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. YY PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. sheet 4 of g 0 • 1/4- MAX. 1/4' MAX. U I D o CONCEALED FLUSH BOLTS SHIM SHIM / LEVERS AT STILE FACE I 3 18Y cv TYPICAL ANCHORS , WOOD BUCK Z SEE ELEV.] FOR SPACING 16 ACTIVE LEAF q za tAl 26 13 - LG O 0 24 Q W to oma_ Q�Q;.• 0 nd. TYPICAL ANCHORS Q V d - - _ - SEE ELEV. w FOR SPACING p a • :o�i • � �ano 23 25 EXTERIOR ' `'` . 0 N 9 c4i 19 O.L.O. to 2 METAL STRUCTURE 37" MAX. J jCN7 15 SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS W zi #1 OR #2 _ 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR WIDTH SEE SHEET 7.1 FRAME N FOR DESCRIPTION 1/4" MAX. U O J Q' SHIM o J a a ! g 1/4" MAX.' .. C go go SHIM CONCEALED FLUSH BOLTS E CONCEALED FLUSH BOLTS 2BY WOOD B GK W M 3 LEVERS AT INSIDE FACE OFSTILE-\ LEVERS AT STILE FACE OR TYPICAL ANCHORS SEE ELEV''•`- WOOD STRU TURE (1 .. EE NOTE HEET 1 FOR SPACING16 INACTIVE LEAF ACTIVE LEAF )- Ld e.. z V 00 26 13 26 s O O M co" e 24 In 2 _j Lc) 4 lose I - -- - - LJ.A •• • •• O •• • W Q Iyf -:2 0• ••i V. • • • q 23 •..• •• 13 25 TYPICA!•lt"ORS i • • • ••• SEE E •. to ••• 19 9 D.L.O. 11 10 D.L.O. FOR S:A•C•l:G: r •. L K OPTION #2 ' • • • •:. LEAF WIDTH EXTERIOR ••• • c • ••• LEAF WIDTH •• • • _ a - 41 c � 76" MAX. y a w v�, o DOUBLE DOOR FRAME WIDTH 4z z z PROOUC P REVISED 2 POINT LOCK ASSEMBLY 4 p01NT LOCK ASSEMBLY u3 complying wilts tht Mrlda Atm"agcWt AmiNanctNol •06a, •! c a m N ni INACTIVE LEAF ACTIVE LEAF F.%Pkv"IDate Zo g a o 0 � oo �' 26 I Pra�Ct4�Calyd' N En9r. MAD AHMAD I II 1 I II I CML j fit . �'-- --ti-t_ ..11,'_1_ = FLA. PE # 70592 p M - - r- --r - - - -- - AN. 3538 L-T-Tf-I___l� 1 11 1 Z' r I 11 I 'O N I II I 1 11 I � V EXTERIOR S� �p1i drawing no. DOER DETAILS Wl 2-08 LOCK OPTION1 sheet 5 of 9 U W TYPICAL ANCHORS o SEE ELEVATIONS 1/4" MAX. OH 1/4" MAX, cv FOR SPACING EDGE DIST. SHIM 5 SHIM 1 Z y� WOOD BUCK Q W zd ° TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 0 a: O O U OD o 8 4 L TYPICAL ANCHORS O iL Q Q 2 y,� SEE ELEV. r C w o FOR SPACING O y 0 O of 14 EXTERIOR J z M �+ 4 D.LA. Q w METAL STRUCTURE SEE SPEC SHEET 4 42" A -- — 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH PRODUC f REVISED U a tut cumpllrtni wttb the FlorWih J vmi b"HuS CoA• C> 00 J I N L7 GLAZING OPTIONS 18 REINFORCING GLAZING " N SEE SHEET 1 X12 SMS }- W 1/4" MAX.• : AT 5" FROM ENDS SEE SHEET 3 z �00 SHIM AND 11" O.C. MAX. V) o O o"} n W d 0 FA "d °.' 00i1v d W a 16 Tr i • • o • •• • •26 V �J S • •••• a <, I 24 •••••• LV �gy • •••• •••• • • • •••• • • •• •••••• • • • • N • • •• 180 TYPICAL ANCHORS W •••••- • SEE ELEV. • • • tn o • 06:0 FOR SPACING a • 23 • • - • • 0 La 14 15 25 •• • ap• ••: 4 D.L.O. 19 9 U.L.O. • w d U [yah 2 K 4 4A EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) V ,n SIDELITE WIDTH 76" (DOUBLE) c 4) N 0 O O O MAX. DOOR FRAME WIDTH y o o S ,z CD 0 4 m U MAX. UNIT FRAME WIDTH o N = � £ngr: JAVAO AHMAD M CML I eo ul FLA. PE # 70592 22 •. CAN. 536 _- ..................... ........... v° v v 0 y ' . •_. a• � • � a ° a• ' Browing no. e EDGE DIST. TYPICAL ANCHORS Sl SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet 6 of Q MATERIAL MMP./SUPPLIER/REMARKS W ITEM � PART # REQD. DESCRIPTION 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 1 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - a.N a. 5 E605 - SIDELITE FRAME JAMB 6063-T6 O 0 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 ` 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 U h 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - EEEE2 9 E609 - LEAF HINGE STILE 6063-T6 - O� Q G 10 E610 - LEAF LOCK STILE 6063-T6 - C ea amo 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - r. 9 .0 « 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 -- Z H 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG a - 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - - 14A E109 - GLAZING BEAD 7 16 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - w 16 E616 - SNAP COVER 6063-T6 - J 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN g 00 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 � 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W M 20 F61202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. z «� LL 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - N a, 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS o O O in 24 - - 3/8" DIA. THREADED ROD STEEL - m Q ,I 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z � 00 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM • S •7� 0. '[,� o 6666•• 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB •• N �0.t•8 •• 6666• ED 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W—� LLJ 21 M •••:• NYLON 6666 29 E622 - FLUSH BOLT CUP - 6666: 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK • • • • • 6666 31 DLOlWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC ••••• • • 6666 33 #10 X 3/4- 2/ ADAPTER FH SELF DRILLING SCREWS - - •• '• 6666• 34 - 2/ LTTE SETTING BLOCK, 1/4- X 1/2- X 4" LONG -PDM AT 6" FROM EACH END, DUROMETET;8Q S o tr •• U `t � • 35 - 2/ LTTE SETTING BLOCK, 1/4" X 3/4` X 4" LONG EPDM AT 6- FROM EACH END, DUROMETEit 80*5069069 eW •••' : g ;� 000 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODIIC i'REVISiv ; NCV as cosoyfoE with the flosida o0a o 0 .in5; 0 Atl=weecam v 9m*8d" tk Engn JAVAD AHMAD V►IsI►i1 tM mdvc1co trot ,!� a _o CML I c0 FLA. PE #70592 o M C N. 538 a a Li $ v rsc drawing no. EP 4 2015 W12--08 sheet 7 of 01 LOCKS: V o OPTION #11 OPTION : cy ACTH£ LEAF: ACTIVE LEAF: Z 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE O (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM a 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON N a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM O o THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' d LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL We a INACTIVE LEAF: LOCATED AUALLY T 10� -5/8"PERATED EEVERS MOUNTED ON PROM 70P AND BOTTOM :3 FACE � j � 2 POINT LOCK ASSEMBLY 8Y `INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS aw m HEAD AND FRAME SILL INACTIVE LEAF: c o a Q d d THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' O LOCK LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL . 0 N MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q 3 OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LL 2 N LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS 4 U o in o w .. W M w Lc cp IQ ck�co I I �� // • • � • of •••• \ \ / \ \ / •••••• O •i• PRODUC V REVISE V**0 0* L` • >is toretM the lRdNtls CID& M. bm i• ••• No 1$ ... ��3 w O*-J v a II 1R1 Dute U•i w � •• I I I p �S � LLMd7g � •�• ACTIVE 1 INACTIVE I I ACTIVE ACTIVE INACTIVE ACTIVE `" � � • • M1tf'0�• ••• • • • • • • • • • • •• •• • 9 • • • g w g g a o U C N a o O O n o 0 .05 o o 0 4 m V HINGES: N 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE Engr: JACM AHMAD PART #FD-107 BY SULLIVAN & ASSOC. FLA. PE # 70592 o chi 3 HINGES PER LEAF CA f53BOTTOM HINGE AT 10-1/4" FROM BOTTOM $ HL§j duTOP HINGE AT 11-3/4" FROM TOP 01r�CENTER HINGE AT MIDSPAN (38" O.C. MAX.) drawing no. HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE W12-08 (6) SCREWS AT FRAME JAMB sheet 7.1 of 9 4.000 1.750-�{ � o 1 519 394 � � 130 00 v.078 8Z5 � 803 .045 .803 .050 .803 Q45 Z 078 i 1.625 4.031 1 11.047 1 1.047 tom- 1.172 1 N o 4.750 g M v I� 2.062 14A 14 GLAZING BEAD GLAZING BEAD 15 GLAZING BEAD 5/16" GLASS 7/16' GLASS INSUL. GLASS It 0 a 1 DOOR FRAME HEAD/SILL O t1.5071 ti 4.000--�{ 1.507--4 1.507�I CY ov , 8 O IL < 7 LEAF TOP/BOTTOM RAIL D or a 1'625 a ut N �1L 4.719 � Zy_ � .078 J a M_Q ` 3.719 •078 Q � ca+ � �# 4.781 078 1.750 1.507 8.250 1.500 J --�I 7.531 F312 o J vn 4.000 g 00 v to s LEAF HINGE STILE062 FRODTIcrREVISM c I s contiptlrk:y;with I he Fiver:h uj 1.507 5.344 Im""K CIX4z N T1 1.750 4 000 s LEAF W'STRIP ADAPTER porc�3 cWa SIDELITE TOP & BOTTOM FRAME 094 tC oM No •"• ...... 1.750 I . .••••• � � � 2.081 7 1.750-moi 31 442 • •... • . } .329 ,... yl j o. ... 078 078 7A 9" BOTTOM RAIL 1.584 .. .. CO�.y ;00 • 12 •• •• w LLl�v)� ' ••�• to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 1.812-moJ i .750 :.281 a : .•:. r- • • • z FRAME COVER 5.344 �0 0 •0. •••: .078 375 .687 2.081 .125 y 050 1.197 1.50� 1.750 1.574 '1 Z5 3.781 �� - W W W 3.719 .078 y .154 z z ill I 8o 11 13 4.400 LEAF CLAMP is SNAP COVER LEAF ASTRAGAL STILE 9000 HINGE BACK-UP PLATE in N v h 1.500 1.SQQ 8.281 1.250 18 N a ci o •719 9 625 719 SIDELITE MULLION REINFORCING '�v r .078 Engr. JAVAD AHMAD r� G _o CML i m FLA. PE # 70592 4.000 IL 4.000 1.625 4.188 CAN. 538 I.- d- 1,507 w.078 2.097v w ^� -moi 078 4.000 SE 1 Z��a drawing no. 4A W 12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of 9 0 ti 22 22 m 22 �I ' N Z ti i 0 Z cl a 1% c LL jo /- aOW O paa< ° C 4tia N.0 J ZLo aw�i� � M U o v J � o a N LIL La � W o DOOR FRAME CORNER } w C c0 44 co SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER ' o N:53 +N ...... L �. .... 3sees 3�6Lr, 0. gb logo. LLJ .. .. wd) F ... t'RODuc f REYtSBD , • as los with @!e Flo" + i , AftC~N-j 12 l U y U lil i��.'3 <O•t fp Wom I.M. C, a a III 1 \ I IIIA Ni Oi Iii I �IIID z III I VIII t N 1D N N .N p a N O pOH O O O N •_ Engn JAVAD AHIMAD Q ML N FLA. 70592 o n CA. . 3538 m a S A 2015 drawing no. w 12---08 LEAF CORNER sheet 9 of 9