The URL can be used to link to this page

CC-19-1640Permit No.: CC -07-19-1110 Miami Shores Village Permit Type: Building (Commercial) 10050 NE 2 Ave Miami Shores FL 33138 Work Classification: ltertiOn 305-795-2204 Permit Status: Approved issue Date: 08/07/2019 Expiration: 02/03/2020 Location Address Parcel Number 559 NE 87TH ST, Miami Shores, FL 33138 1132060200990 Contacts PA10VI HOLDINGS INC Owner CONSTRUCTION & DESIGN LLC Contractor 55987 JEFFREY LYNN WHITE Business: 3057333502 420 NW 17, MIAMI, FL 33125 Business: 3056841267 Inspection Requests: Description: INSTALL NEW RUBBER FLOORING, NEW PAINT Valuation: $ 5,000.00 spec ion Re INDOOR) ALL MEP TO REMAIN EXSITING. ALL PARTITIONS TO 49 REMAIN EXISTING Total Sq Feet: 0.00 CYKLEIAB Fees Amount Application Fee - Other 50.00 CCF 3.00 DBPR Fee 2.25 DCA Fee 2.00 Education Surcharge 1.00 Notary Fee 5.00 Permit Fee 100.00 Planning and Zoning Review Fee 50.00 Scanning Fee 12.00 Technology Fee 3.75 Total: 229.00 Payments Date Paid Amt Paid Total Fees 229.00 Credit Card 08/07/2019 $179.00 Credit Card 07/17/2019 $50.00 Amount Due: 0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to,the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above named contractor to do the work stated. ignature: Owner / Applicant / Contractor / Agent Date August 07, 2019 Page 2 of 2 k Miami Shores Village FZECEIVED Building Department JUI. 17 2 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ELECTRIC ROOFING FBC 20 Master Permit No. 0 (2 Sub Permit No. REVISION EXTENSION DRENEWAL F] PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP G JOB ADDRESS: J 1 1 1y CONTRACTOR 1 DRAWINGS Citv: Miami Shores Countv: Miami Dade Zip: 33 Folio/Parcel#: L l _ J &% _U q! !( Is the Building Historically Designated: Yes NO Occupancy Type:_ Load: Construction Type: _Flood Zone: BFE: FIFE: OWNER: Name (Fe Sim le Titleholder):?k Jo V k Lp ( o 6 J Phone#: c ;f:33, 3 Address: CitState Tenant/Lessee Name: Wk o 6 Q- L Email: 1[ ,A 0 CcsUC Y 46 • ('O"hn CONTRACTOR: Company Name: Address: City: Quall State Certification or Registration #: DESIGNER: A.,rchitect/Eng11ineer: Address: TI Jv F Value of Work for this Permit: $ Type of Work: Additio DesFri_ption of ork: (11i, LLL fi LL (- Alteration V\.Q,(.(/ ne#: iN ne#: r56'2!5- 6,04 1267 Phone#:b'3 1-2:6-7 of Competency #: / r Phone#: 3 .6013 1 !X/"`\ L_ State Zip: -Y3 ti?, t Square/Linear Footage of Work: New /) Repair/Replace X(.I 21nU NQ. LJDem ition b t iCM Gt CM r/vJ1 vv, a ii.. IVa • R t. .. , 01 Specify color of color,tiiru file: .i r Submittal Fee $ l Permit Fee $ CCF $ 1 A CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of a) •- 120 ( 1 by QQ4 N QN r--uez:, who is personally known to me or who has produced--Da.Lf-2 WCENX—as Signature CONTRACTOR The foregoing instrument w s acknowledged before me this day of 20 by L. who i ersonally known me or who has produced as identifi tion and who did take an oath. identification and who did take an oath. NOTA Y UBLIC: NOTARY PUBLIC Si Sign: c PPrint: Print: Seal: t,sY P SINDIA ALVA My COMMISSION # GG 238273 a: September 3, 2022 Seal: ,Hedberto Pt b1b St of pWWR Psdft MyCon tifion GG 233230EXPIRES: Bon ed Thru Notary Public Underwriters a, ExW APPROVED BY Plans Examiner Zoning Structural Review Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-020-0990 Property Address: 559 NE 87 ST Miami Shores, FL 33138-3516 Owner PAJOVI HOLDINGS INC Mailing Address 6043 NW 167 ST A8 HIALEAH, FL 33015 USA PA Primary Zone 6200 COMMERCIAL - ARTERIAL Primary Land Use 1111 STORE: RETAIL OUTLET Beds / Baths / Half 0/2/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq. Ft Adjusted Area 5,366 Sq. Ft Lot Size 13,000 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value 585,000 585,000 $585,000 Building Value 226,771 226,771 $100,000 XF Value 11,571 11,571 $0 Market Value 823,342 823,342 $685,000 Assessed Value 613,306 557,551 $506,865 Benefits Information Benefit Type 2019 2018` 2017 Non -Homestead Assessment 0 0 0 Taxable Value 210,036 265,791 $178,135 Cap Reduction Exemption Value 0 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EL PORTAL SEC 4 PB 12-56 LOTS 20 THRU 23 INC BLK 23 LOT SIZE 100.000 X 130 OR 20761-3436 0902 2 (2) Generated On : 7/17/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value 0 0 0 Taxable Value 613,306 557,551 506,865 School Board Exemption Value 0 0 0 Taxable Value 823,342 823,342 685,000 City Exemption Value 0 0 0 Taxable Value 613,306 557.5511 506,865 Regional Exemption Value $0 0 0 Taxable Value $613,306 557,551 506,865 Sales Information Previous I OR Book- Price Qualification Description Sale Page 20761- 09/01/2002 510,000 Deeds that include more than one parcel 3436 20030- Sales which are disqualified as a result09/01/2001 0 4665 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp:/Mww.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/17/2019 Detail by Entity Name Florida Department of Slate Depaftmenl of State / Division of Corporations / Search Records / Detail 8v Document Nuntbef / Detail by Entity Name Florida Profit Corporation PAJOVI HOLDINGS, INC. Filing Information Document Number P98000099692 FEI/EIN Number 65-0953829 Date Filed 11/30/1998 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 04/01/2011 Principal Address 6043 NW 167 STREET SUITE A8 HIALEAH, FL 33015 Changed: 04/04/2019 Mailing Address 6043 NW 167 STREET SUITE A8 HIALEAH, FL 33015 Changed: 04/04/2019 Reaistered Aaent Name & Address PEREZ, JAYME R 6043 NW 167 STREET SUITE A8 HIALEAH. FL 33015 Name Changed: 03/30/2018 Address Changed: 04/04/2019 Officer/Director Detail Name & Address Title P PEREZ, JAYME R Page 1 of 2 DIVISION OF CORPORATIONS http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/17/2019 Detail by Entity Name 6043 NW 167 STREET SUITE A8 HIALEAH, FL 33015 Title VPS PEREZ, JOAO R 6043 NW 167 STREET SUITE A8 HIALEAH, FL 33015 Annual Reports Report Year Filed Date 2017 04/20/2017 2018 03/30/2018 2019 04/04/2019 Document Images Page 2 of 2 04.104/2019 --ANNUAL REPORT I View image in PDF format 03/30/2018 --ANNUAL REPORT View image in PDF format 04/20/2017 -- ANNUAL REPOR-T I View image in PDF format 04x15/2016 -- ANNUAL. REPORT View image in PDF format 03;25x2015_..,-_ANN_11r1L_I2EF U(2:T. View image in PDF forma(. 04!1112014 -- ANNUAL REPORT I View image in PDF forma! 04116/2013 -- ANNUAL REPORT View image in PDF format 02/10/2012 -- ANNUAL REPOR r' View image in PDF format 0410112011 -- REINSTATEMENT View image in PDF format 04,'02/2009 -- ANNUAL KE('C%It:T, View image in PDF formal 03:0612008 -- ANNUAL REPORT View image in PDF format 01!1512007 -- ANNUAL REPORT View image in PDF format 0211012006 -- ANNUAL REPOR r 01121x2005 -- ANNUAL. REPORT 6i"2004 -- ANNUAL REPOR'i' 04.'1412003 -- ANNUAL REPORT 04/22?2002 -- ANNUAL REPORT 07/1612001 --ANNUAL REPORT 0411611999 -- ANNUAL. REPORT View image in PDF tbrmat 1.1:301195§..._- Domestic-f?rotit View image in PDF formal. Oapt:I'll ..n, of >t; R, D:V..;4. r. ofCory.;:: http://search. sunbiz. orglInquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/17/2019 Miami shores Village Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A. COPY OF QUALIFIER'S STATE LICENCES B. ' COPY OF LOCAL BUSINESS TAX RrEIPT r C. COPY OF LIABILITY INSURANCE D. COPY OF WORKERS COMPENSATION INSURANCE* Workers Compensation EXEMPTION must have NOTICE TO OWNER form an ContracDA-ffidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. 00000 a 000000 a N 00.0.//0;000 w M 0000 00000 ME 0000 a 0 7 00000 E....... 0000... a a 0 M 0 E...... 0 N a M M M..... M BUSINESS NAME: C 0',Py (5( 1-4e BUSINESS ADDRESS: f— 2 CITY STATE ZIPS BUSINESS PHONE: ( ) k1261 FAX NUMBER ( `— CELL PHONE ( QUALIFIER'S NAME: ! A QUALIFIER'S LIC NUMBER: pvrs RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE BUILDING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES WHITE, JEFFREY LYNN CONSTRUCTION & DESIGN, LLC 420 NW 17TH AVENUE MIAMI FL 33125 LICENSE NUMBER: CBC1258894 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com a Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 007096 Local Business Tax Receipt Miami -Dade County, State dFlorida THIS IS NOT A BILL — DO NOT PAY 6966221 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES CONSTRUCTION & DESIGN LLC RENEWAL SEPTEMBER 30, 2019 420 NW 17TH AVE 7241797 Must be displayed at place of business MIAMI FL 33125 Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESSOWNER196SUBiGENERAL BLDG CONTRACTOR BY TAX TLLECTORECEIVED CONSTRUCTION &DESIGN LLC CBC1256894 BY TAX COLLECTOR 45.00 09/25/2018 Worker(s) 1 FPPU02-18-014662 This Local Business Tax Receipt only confirms payment ofthe Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmentalornongovernmentalregulatorylawsandrequirementswhichapplytothebusiness. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code Sec 8a-276. For more information, visit www miamidade.go'v/taxcollector ACOR© 0 CERTIFICATE OF LIABILITY INSURANCE DATE 6120 1 9 Y) 07/16/2019 THIS CERTIFICATE 1S 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(% AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 SAFE HARBOR INSURANCE AGENCY LLC 14410 NW 107TH VE CONTACTNAME: ADRIANA FOWLER PHONE 9Wg 786-420-5515 'FAX844-274-4024 ADDKSS: ADRIANA@SAFEHARBORINSURE.NET INSURERS AFFORDING COVERAGE M HIALEAH, GARDENS, FL 33018 NALCO INSURERA: MT. HAWLEY INSURANCE CO INSURED INSURER B : v ----- INSURERC: CONSTRUCTION & DESIGN, LLC INSURER D; v 420 NW 17TH AVE iNSURERE:--------- MIAMI, FL 33125 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. INSRLTR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE POLICY NUMBER POLICY EFF MPY EXP LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR GGL0008847 06/19/2019 06/19/2020PERSONAL I EACH OCCURRENCE Is 1,000,000 DAMAGX pRRENTED MISEStEa occurrence) I $ 100,000 MED EXP (Any one person) $ 5.000 Q ADV INJURY 1 $ 1,000,000 GENERAL AGGREGATE $ 2+000,000 GEN'LAGGREGATELIMITAPPLIES PER 5Z_1 POLICY PRO- LOC PRODUCTS-C_OMPIOPAGG $ 1,000,000 AUTOMOBILE LIABILITYNara AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOSNON- OWNED AUTOSPer ED SINGLE LIMIT EeANYBODILYINJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ acra4_"L_-------- UMBRELLA LIAB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUT(VE OFFICERIMEMBER EXCLUDED? Mandatory In NH) If Yes, describe under DESCRIPTION OF OPERATIONS below N / A LTiMIT3 OTI I E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ i DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, AddMonai Rema*s Schedule, N more space Is required) CONTRACTOR & CARPENTRY CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010105) ©4988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPR TATNE ACORD 25 (2010105) ©4988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD a Via . JIMMY PATRONIS CHIEF FINANICAL 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: 6/15/2018 PERSON: JEFFREY L WHITE FEIN: 452795959 BUSINESS NAME AND ADDRESS: CONSTRUCTION & DESIGN LLC 420 NW 17 AVE MIAMI, FL 33125 SCOPE OF BUSINESS OR TRADE: Concrete Construction NOC Carpentry L]VOC EXPIRATION DATE: 6/14/2020 EMAIL: JWSAM17@YAHOO.COM Carpentry ffInstaliation Of Wallboard,Sheetrock,Drywall, Cabinet Work or Interior Trim Plasterboard, or Cement Board Installation Within Buildings & Drivers IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election underthissectionmaynotrecoverbenefitsorcompensationunderthischapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... applyonlywithinthescopeofthebusinessortradelistedonthenoticeofelectiontobeexempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to beexemptandcertificatesofelectiontobeexemptshallbesubjecttorevocationif, at any time after the filing of the notice or the issuance of the certificate, thepersonnamedonthenoticeorcertificatenolongermeetstherequirementsofthissectionforissuanceofacertificate. The department shall revoke acertificateatanytimeforfailureofthepersonnamedonthecertificatetomeettherequirementsofthissection. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner -Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature - Owner State of Florida County ofMiami -Dade The foregoing was acknowledge before me this day of U 7 "'120 ( By tJOP (l I` EQ who is personally known to me or has produced F(__ Q k)GZ L k C;CN S7Z-- as identification. Notary: A- SEAL: S,dYP SINDIA ALVAREZ o MCOMMISSION EXPIIRES: Septe be 3, 20223 I Date : State of: County o CONSTRUCTION AND DESIGN LLC MIAMI, FL 4 Before me this day personally appeared Z- W1 ho, is duly sworn, deposes and says: That he will be the only person working on the project located at: 3 3 13 0- Z,11ff =:2 Contractor Signature Sworn to (for affirmed) and subscribed before this -1-7- day of 20 - Notary P o P state or Fwriaa P Heriberto Padilla My commission OO 233230 ja Expires 08!2812022 Produced identification jqA 1 ve-"' be&'` Type of Identification Produced 6 tp/.vc.-3- zeee-'C'- Certificate of Occupancy Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Description: INSTALL NEW RUBBER FLOORING, NEW PAINT (INDOOR) ALL MEP TO REMAIN EXSITING. ALL PARTITIONS TO REMA EXISTING CYKLEJAB Permit Type Building (Commercial) Bldg. Permit No. CC -07-19-1640 Owner PAJOVI HOLDINGS INC Contractor CONSTRUCTION & DESIGN LLC Subdivision/Project EL PORTAL SEC 4 Date Issued 08/28/2019 Construction Type TYPE III -B UNSPRINKLERED Occupancy M 8 OCCUPANTS Type . Square Footage 1,720.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 559 NE 87TH ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the 5+ORES time of issuance this structure was in compliance ith the various ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Ismael Naranjo, CBO Not Transferable POST, IN -A CONSPICUOUS PLACE Name: q4gl-I ame Permit # cC no _ LSI - i(o46 Email: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone # 3 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO Emergency-EF}-(Withorxt-24-HrsProcessirig}Additionaf-fee-is-$80.00---------- Temporary CO (Up to 90 days max) $75.00. Residential CO $150.00 Residential CC $50.00 Commercial CO and CC $200.00 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 Issue /Date: 8/7/2019 Expires: 02/03/2020 INSPECTION REQUESTS: (305)762-4949 or log on at https:/Ibldg.msvtl.gov/energov_prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - TOOPM SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . El NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILYAVAILABLE . IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . POST ON SITE 1132060200990 Owner's Name: PAJOVI HOLDINGS INC Owner's Phone: (305)733-3502 Job Address: 559 NE 87TH ST Total Square Feet: 0 Miami Shores, FL 33138 notal Job Valuation: $ 5,000.00 Contractor(s) Phone Address CONSTRUCTION & DESIGN LLC (305)684-1267 420 NW 17, MIAMI, FL 33125 Description: INSTALL NEW RUBBER FLOORING, NEW PAINT (INDOOR) ALL MEP TO REMAIN EXSITING. ALL PARTITIONS TO REMAIN EXISTING CYKLEJAB 1; WARNING TO OWNER: YOUR FAILURE .rO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Page 1 of 1 INSPECTION RECOR STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance Tr4t I DOCUME T v r t Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey IReinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION DATE INSP Attachment PUBLIC WORKS INSPECTION DATE I INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alartxa, ctugh Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL CO.:^R^ENTS INSPECTION Final Sprinkler Final Alarm DATE (INSP INSPECTION DATE INSP Rough Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain _ Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE, INSP Underground Pipe Rough Ventilation Rough 1weod Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS mom Z FLOOR PLAN 5CALt: 112 1'-0' WIND LOAD PPE55URE5 u na ZOif1- """"`U DE51GN WIND LOAD5 1 F ttca ot5cwnioN: 517E MAP SCARF:`--- iY lPY SCOPE OF WORK I REPLACE 5TOREPRONT A5 5MDINN ON PLAN 5EE ATTACHED SHOP DRAWINGS FOR 5PEC5 AND PRODUCT APPROVAL5) \iANN9Jo^tK W. I1_7Z2____.. aj 8- 1 4 7gW YP, a..w cxewn uti xx A-1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Mlami Shares, FL Phone: (305)79S-2204 Fee: (305)756-5972 1-pees—Nnmber:INSP-206917 PemMtNumber. DS -2-14.246 Scheduled Inspection Date: August 13.2014 Permit Type: DrNeways/SidewalkslSlabs inspector: Rodriguez, Jorge Inspection Type: Final 0— HOLDINGS LLC, PAJOVI Work Classification: Addition/Aneration Job Address: SS9 NE 97 Street Fee Vo AE4Xoral l,apec<bw ran Oe s M1etlbU uM1i o-awenon roe a wa Miami Shorn, FL 33142- Phone Number Parcel Number 1132060200990 PrcIect: <NONE> Contractor: EDEV PEREZ EQUIPMENT INC Phone: (736)251-0004 Building Department Comments RE -STRIPPING& OVER iN,crb iise SPEUiUH CUNMhNrS [Wa Avguet Il, rata For Inspections plesse call: (305)762-4949 Page 3 M 32 ImpectorCOmmerrb Passed NGl9r1 Failed Correction F7Needed Re -Inspection Fee Vo AE4Xoral l,apec<bw ran Oe s M1etlbU uM1i o-awenon roe a wa Avguet Il, rata For Inspections plesse call: (305)762-4949 Page 3 M 32 T' PHOTOMETRIC PLAN LOT /nym23 on.nn(RuM) r' -- - EXISTING ONE Q Y u,q. 19 i 130.0v (R &^* LOT mnm23 PHOTOMETRIC PLAN z — mm u' ' CX) o LJ cli 2 Uj rL 0-C5 Ito M om Z 5 LO aT LO LO Date mIssue: Submital Type: COPY z — mm u' ' CX) o LJ cli 2 Uj rL 0-C5 Ito M om Z 5 LO aT LO LO Date mIssue: Submital Type: vFOF '1,ur!CCCNCFETE F6iN0I Oa '- " ERT L'^EDI iFEfEF iO10OPtAN F00. FRCP 41Ea0C N DASECOMPAC1ED i0 TYaElOCAN01.1 OF BBtl MODIF:E 140C' LF 1 y//', e A l 0O 1 PrIpP !Y6TA..sVFO SLYONn• CF7 CCYP.KfEO TOA MN DF95%11COJ'IEC 1 l aIERLAv onl EX.sr NG ASPHA Li stag SO Fr I rIIDDrCe LAL PAVEMENT NOTES ASPHALTIC CONCRETE. 1 PROP ASPHALTIC CONCRETE TYPE S-1 OVER A MIN OFa"LIMEROCKBASE COMPACTED TOAMIN OF98% v MODIFIED PROCTOR, OVER A MIN, OF 12" STABILZED SUBGRADE, COMPACTED TO A MIN OF 95% MODIFIED PROCTOR 2 PROVIDE 1" THICK ASPHALTIC CONC. THROUGHOUT ALL PARKING AREAS PAVEMENT DETAIL N.T.S EnBTr.G ASPHALT A"ID`II BASE TO RSAND\ NSTALL f:E.., •.v ASPHALT) FTjITS+ 50 i Li I [->IC: CFTC„ 1 1-0 tinit fJell —CAL U vC 5AAL F STTfi11114O 17 E l C.TC'rl C ER15. ^1GY.EL TC,P TO REMFN r O E SCALE: 1{8" = 1'-D" ---- f EXISTING SI'E PLAN dLE'E STFIPE \ J ACE tTraGullFEE.6rCP CONCRE r 1 sLDE srRVEoE 1B'-0" M1I 1 iPiCaL dSABNEW E DISABLE PARKING SPACE 130.00' (R & M) EXISTING ONE STORY BUILDING 23 Posr lsG P>wreDl FIrvISN GRADE 10'DInM L CONE. FDOiINO TYPICAL DISABLE PARKING SIGN V. Y..l aS1Li. 1 F -f_ rsRUFIy n. CITY 130.00 (R & M) LOT 24 BILK COPY 1, T OVERLAY DETAIL GENERAL NOTES MATERIAL. GENERAL c uµa . o Twwue I ewwvrr •zsss u. s.w auac., [a.wru[xsu us[ us[ ouraz.0 EUE 1 BITUMINOUS PAVING M4 -ERIAL — INSTALLATION, GENER:I. CIVIL PLANS 0 O1 rlelV h$FhALT ` j 00 I l aIERLAv onl EX.sr NG ASPHA Li stag SO Fr I J1v E l C. TC'rlC ER15. ^ 1G Y.E LTC, PTO REMFN r O E SCALE: 1{8" = 1'-D" ---- f EXISTING SI'E PLAN dLE' E STFIPE \ J ACE tTraGul lFEE.6rCP CONCRE r 1 sLDE srRVE oE1B'- 0" M1I 1 iPiCaL dSABNEW E DISABLE PARKING SPACE 130. 00' (R & M) EXISTING ONE STORY BUILDING 23 Posr lsG P>wreDl FIrvISN GRADE 10' DInM L CONE. FDOiINO TYPICAL DISABLE PARKING SIGN V. Y..l aS1Li. 1 F - f_ rsRUFIy n. CITY 130. 00 (R & M) LOT 24 BILK COPY 1, T OVERLAY DETAIL GENERAL NOTES MATERIAL. GENERAL c uµa . oTwwue I ewwvrr •zsss u. s.w auac., [a.wru[x su us[us[ouraz.0 EUE 1 BITUMINOUS PAVING M4 -ERIAL — INSTALLATION, GENER: I. CIVIL PLANS CONG. C. -GI"I D ON E%1PVOFDIINfiEP (0 PIAT 11 PEAOCAiIDNI a:•1_F MOONED PpOCTON. PAVEMENT NOTES LnNoscTPE %aE+"- ASPHALTIC CONCRETE. 1. PROP. ASPHALTIC CONCRETE TYPE S-1 OVER AMIN. PROP L2E051BGRADF 0F6" UMEROCK BASE COMPACTED TOAMIN OF98% PACTEOTOAMIN OF—MINIFIED MOOIFIEO PROCTOR, OVERA MIN OF I2STABILt2ED PROCTOR SURD RADE. COMPACTED TOA MIN. OF 95% MODIFIED PROCTOR. 2. PROVIDE VTHICKASPHALTIC CONIC. THROUGHOUT ALL PARKING AREAS PAVEMENT DETAIL til N.T.S LOT 19 BILK 23 ssr --- -- .s'o'- 130.00' (R & M) r - / • GA$PHACT AND / ; 1A11TI CALiGI• jASF,•'O REMOVE AI:D, DISH iYPICAIDISABLE E%IST. CATCH I RAIN (V I F) - II IPINOPAPK'NG EXISTING ONE STORY OVERLAY ON E%,STINGO 'BDINGASPHALTT5185 J QO E%.STING NELL 111 I STOP TO RE VAIN ¢ // 0 / BL 5T ECOE OF PAVEMENT WEOE 7 mPlcaa colvcPEre 9 f yll Ello ryP`lcALw eeN B STRIPELIM-\ DISABLE PARKING SPACE O lel- O 1 EXIST_NC. ^:EPTIG \\ R^ TANK TYPICAL DISABLE PARKING SIGN EOTExnLE SPECIFICATIONS Ppc E+T1 rESr ON "L"' TENOLE 61FE1Kn1. IEs AStu U-+Bl2 6U CIYINOA IIUy. 7< %SIM D-+6 f2 SU AL1 w[ICI i4+,ga/sy Oa.NU N-n1J 0.20 uEt mlc PD,i r. =c Azw D -22P PA'.£vENt OVFNI AY C%IST nO PALEME4 r_ 11' PA—ENI NOM I___ICIL77—STREET- 20 F-11L FEAMLI+ W 110 MArOV EOCE OF 'ATjE-- IpA1EL IANEIUTIIR L _ J TA", UVERLAT :EOIEX ME 3FAORC (NON -MOVEN) IRAIGNr rc - n$I I iR'I'IiGu'13-SF'f.tE'O-- EOGE 6 GUrIER NOTESI. OVEN LAY PATTERN FOR DhFENENT 'MDA SWEETS AItL 3E —LAR. 2. OFFSET P -NG PANELS 12" 41N FROM JOT-NNIS—CE/E%SANG PA'.£4EN1 ASPHALT OVERLAY DETAIL(TYPI I N.T.S. 0 r w 10zie z ZFMS a LL W Wz zooQin S zi; EQ W Z CIVILPLANS 130.00' (R & M) LOT 24 BLK 23 EXISTING SITE PLA!' SCALE: 1/8" = 1'-0' TYPICAL DISABLE PARKING SIGN EOTExnLE SPECIFICATIONS Ppc E+T1 rESr ON "L"' TENOLE 61FE1Kn1. IEs AStu U-+Bl2 6U CIYINOA IIUy. 7< %SIM D-+6 f2 SU AL1 w[ICI i4+,ga/sy Oa.NU N-n1J 0.20 uEt mlc PD,i r. =c Azw D -22P PA'.£vENt OVFNI AY C%IST nO PALEME4 r_ 11' PA—ENI NOM I___ICIL77—STREET- 20 F-11L FEAMLI+ W 110 MArOV EOCE OF 'ATjE-- IpA1EL IANEIUTIIR L _ J TA", UVERLAT :EOIEX ME 3FAORC (NON -MOVEN) IRAIGNr rc - n$I I iR'I'IiGu'13-SF'f.tE'O-- EOGE 6 GUrIER NOTESI. OVEN LAY PATTERN FOR DhFENENT 'MDA SWEETS AItL 3E —LAR. 2. OFFSET P -NG PANELS 12" 41N FROM JOT-NNIS—CE/E%SANG PA'.£4EN1 ASPHALT OVERLAY DETAIL(TYPI I N.T.S. 0 r w 10zie z ZFMS a LL W Wz zooQinS zi; EQ W Z CIVILPLANS LEst FIEEx1fGE El ]rW GOt.'fRE•1E I 1 111GNNE' v vE.EnG ulSnNlE IOLNE 6rRIFE r DISABLE PARKING SPACE EXISTING SITE PLAN SCALE: 1/8" = V-6"-- 5 E® 1i,E sv.16CL60N f I E EEA x.W..O Iusn6 exEr•mu nEns utir6o a . Cc oot II j I jl— I .- IE 1 ,I sc ESlwrccuvL::. lei I 1 N / ' Oau accES:AII,v CJn_ BUId-VGCO'ISIRUE IW! llLfl llm'L I{ .+wEatla,ANu»uR.•E ewen.owecc Es•lA..•.c xRyL Ern: j TYPICAL DISABLE PMKING SIGN N TA E':'E fILE :I EGFR. IIC,S _ EE LE fMAl11[R Wf IO G' 1'nRx.NG I p UI EDGE Lr—CAiIE'-' 10.1\t W,IER VK8 iAvfx OvfRL At -IG wacxl w - =„ola EDGL U DUI IEIt ilk CIY'LPLANS uom, G.—Al PA FIERN v 1 G4t5Er G E Ei. • NE E k rN. F.5 T OVERLAY gjI.TYP It N. F.5 ' LOT 19 BLK 23 ss I s'o• - 130.00' (R & M) E l cae E LCATCH ry Iu I SAS1BAS tJ (`JIF.) r srawr:u I> I PAnxrtw k UI NE' V: 5mA`L\ EXISTING ONE STORY o GSF»AA:,6;S! r°) h BUILDING EnS rltrG'WELL y GrCP fG NE.:A.tl 1 II7I Of E%14T CATCH l I i 130.00' (R & M) LOT 24 BLK 23 1 _ EXISTING SITE PLAN SCALE: 1/8" = V-6"-- 5 E® 1i,E sv.16CL60N f I E EEA x.W..O Iusn6 exEr•mu nEns utir6o a . Cc oot II j I jl— I .- IE 1 ,I sc ESlwrccuvL::. lei I 1 N / ' Oau accES:AII,v CJn_ BUId-VGCO'ISIRUE IW! llLfl llm'L I{ .+wEatla,ANu»uR.•E ewen.owecc Es•lA..•.c xRyL Ern: j TYPICAL DISABLE PMKING SIGN N TA E':'E fILE :I EGFR. IIC,S _ EE LE fMAl11[R Wf IO G' 1'nRx.NG I p UI EDGE Lr—CAiIE'-' 10.1\tW,IER VK8 iAvfx OvfRL At -IG wacxl w - =„ola EDGL U DUI IEIt ilk CIY'LPLANS uom, G.—Al PA FIERN v 1 G4t5Er G E Ei. • NE E k rN.F.5 T OVERLAY gjI.TYP It N. F.5 ' Ssj- 50- 675- NE ?779kr '41"13'ON C, NP 7;-2 M ;)yb NOHADEL E M R MIAMIU P O REGU TO ECO MIC RESOU-5RCerbertS. affir Permitting and Inspection Center 16th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE Contractor No. C,_ Z ,a U. F zw Job Address] Folies 2.06 _2 g (9. O O Last four (4) digits of Qualifier No. o w a Contractor Name C014aL' Q o Lot Block Qualifier Name o a Subdivision PBpg p LLvZ Address City State _ZipMetesandbounds New Construction on Demolish Current use of propenyl cn Vacant Land Shell Only LLwl Lj . teration Interior Addition Attached Iww Alteration Exterior Addition Detached Description of Workl r% V i 441'1 a+ Relocation of Structure Re -Roof rUn`itsl FloorslaEnclosureFoundationOnly Repairp Repair Due to Fire Tent Value of Work -5 Q O L+ -M- BLD- Chg. ContractorW Owner q)4_ j di%i Addressh P% LaCategory MELE Fa Re -Issue a Re -Stamp z GWY7. State MPLU w Revision U)City z Zip Phone Last four (4) digits ofUj a MLPG MMEC Not Applicable for O FIRE Fire Owner's Social Security No. C`t'` z Name - Owner Address AddressoaIz City State ZipoZ City State _Zip av Z' .5e Phone d` / wQ Phone1 a am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of a < a one-hour. Please contact the Fire Department for current rate. vasa a. w w 1 st Request: Date: wD> m w a 2nd Request: Date: 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 12301-192 5/17 Z a FIRE ALARM SPECIALTY MELE 3. ' t MELE 38 BUILDING PERMIT CATEGORIES MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE CATEGORY DESCRIPTION_' PERMIT TYPE BUILDING a ° MMEC 01 GENERAL BUILDING—COMMERCIAL MBLD 02 SUB—GENERAL BUILDING—RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MELD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON—ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK—IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING SPRAY BOOTHS MMEC 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY MMEC 52 IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR 32 INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL, MMEC 52 RESIDENTIAL ELEVATOR MMEC FARE 32 FIRE SPRINKLER FIRE Miami Shores Village C 1VF: Building Department JUL 17 219 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ELECTRIC ROOFING FBC 20 \ ff Master Permit No. 0 C-U 9^ 1 ( i" Sub Permit No. REVISION EXTENSION [—]RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: n:... net cti,.— (mint— Miami nmrla 7in- Occupancy Type:_ Load: t OWNER: Name (Fe Sim le Titleholder,):! Address: vv City: Tenant/Lessee Name: I/ f /1 t !( 1 f Email: U-yl CONTRACTOR: Address: Is the Building Historically Designated: Yes NO - Construction Type: t 1 Flood Zone: BFE: FIFE: Phone#: j ci -3,35 I o State: --- I --- 90, 3 0 67 City: ,1&ZA / / State: . I Zip: Qualifier Name: ` G"fr Phone#:,3 J 7 State Certification or Registration #: Certificate of Competency #: 2 DESIGNER: Architect/Engineer: vv M Phone#: 6-- '03 Address: Z4 City: I State Zip:33 f 3 Z Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: Additio Alteration ( New Repair/Replace Dem inion De ri tion of 0 n1i M 'tel lDei M ) p / ATL k '00 S s - M Specify color of color. th? tile: - Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Revised02/24/2014) N.T.S. STOREFRONT VIEW N.T.S. SCOPE OF THE WORK: REPAIR EXISTING STOREFRONT FRAMING ASCE 7-2010 LATERAL DESIGN LOAD (PSF) WIND LOAD DESIGN ASCE 7-2010 ZONE AREA SQ.F r.) 0 WIND VELOCITY IMPORTANT FACTOR EXPOSURE CATEGORY INTERNAL PRESSURE COFFICIENT 175 MPH 1.0 C" 0.18 40 40 STOREFRONT VIEW N.T.S. SCOPE OF THE WORK: REPAIR EXISTING STOREFRONT FRAMING ASCE 7-2010 LATERAL DESIGN LOAD (PSF) TRM. ZONE AREA SQ.F r.) 0 40 40104353 38 38 20 41 49 36 36 50 39 45 100 34 34 37 41 200 32 32 35 38 500 30 30 33 33 a = W-0" rsctbnT a rn JOB NUMBER 2013 S-1 450-S HEADER 456.5 HEADER CONTINUOUS CONTINUOUS CONTINUOUS CONTINI IC USVATCENTERATOFFSETHEADERHEADERHEADERHEADER HUNG DOORS HUNG DOORS 8 FOR SMC FOR OHCC FOR SMC FOR OH 2 V8` TOP RAIL / 21/8" TOP RAIL / FOR tl4" OR 1' / // FOR V4' OR GGLAZING / / \ GLAZING CONTINUOUS GEAR HINGE 4 // 5 \\ \\ pppq \ \ Lu U2 2 w Lu Q Q 0 '/// v RI VERTICA L3RT LE Z VERTICAL STILE / \ / L, `y' V'// O n^ L90 op 2' r , C—, WOO W DO 38' DO 38' DLO 3 3/18" BOTTOM RAIL (SHOVI" 3 3118" BOTTOM RAIL (SHOWN) 3 3118" BOTTOM RAIL (SHOWN) z 9 12' BOTTOM RAIL (ADA OPTION) 9 12" BOTTOM RAIL (ADA OPTION) 912' BOTTOM RAIL (ADA OPTION) p ` 7 12 BOTTOM RAIL (SPECIAL ADA OPTION) 7 12 BOTTOM RAIL (SPECIAL ADA OPTION) 7 12 BOTTOM RAIL (SPECIAL ADA OPTION) > o d STANDARD ABBREVIATIONS RO ROUGH OPENING FD FRAME DIMENSION DLO DAYUTE OPENING DO DOOR OPENING RATOg DD DOOR DIMENSION P SMC SURFACE MOUNTED CLOSER OHOC OVERHEAD CONCEALED CLOSER 9 M roe Ilrtm x 2013 S-2 2118° TOP RAIL FOR 1N{` OR 1' GLAZING FINGER g GUARD 3 8 2"NARROW VERTICAL STILE y} OO W 38• DO INTERIOR 4 gyp` IPb 1427 1427 NP225 ya 4gNP225LPNP225 1M425 IM425 IS476 Sigt EXTERIORp n^ mu OLO Y DLO Q > SECTION DETAIL AT INTERMEDIATE VERTICAL 6 7/16" 3/8- 318 INTERIOR 3/8' INTERIOR @0 cg4 NP225 N a 1/4' TEMPERED $ ^ 1M' TEMPERED GLASS p GLASSx l 1NP22bhc0 v e IS458 DT550 DT550 IS476 DT550 PSFAW DH299 CONTINUOUS GEAR HINGE 21W to DLO DLO 1/7 2 Y EXTERIOR 21W 1/Y DLO EXTERIOR 5/16" DD DD 3W 3W DD DLO Y DO DO Y DO e i E Q SECTION DETAIL C- DOOR JAMB WITH CONTINUOUS GEAR HINGE O SECTION DETAIL AT INTERMEDIATE ae 2013DOORJAMB S-3 INTERIOR qw A NP225 NP225 Calv NP225 NP225 IM425 IM425 J0452 i EXTERIOR DLO 15/16' 4112' 15/16' DLO O SECTION DETAIL AT INTERMEDIATE VERTICAL O 3!8' INTERIOR 3/8' i z o aw 1/4' TEMPERED p GLASS c3 DT550 J0452 DT550 P1A80 PYR1Qt DLO 112' 21/32' 2EXTERIOR0- — - DO 3132 3/32 DD DO 4 112' DO i A SECTION DETAIL AT INTERMEDIATE DOOR JAMB 2013 S-4 SECTION DETAIL AT CONTINUOUS DOOR HEADER FOR OFFSET DOOR WITH SMC O SECTION DETAIL AT INTERMEDIATE HORIZONTAL O SECTION DETAIL AT CONTINUOUS DOOR HEADER FOR OFFSET DOOR WITH OHCC O 1' GLASS i I iiZz OVERHEAD I SET IICONCEALEDSEAL OVERHEAD O 4 SETI' CONCEALED SEAL CLOSER u2sii I! DA201 D101 a O z 3 1' GLASS I i I O O 1/4' GLASS 13W SECTION DETAIL AT CONTINUOUS DOOR HEADER FOR OFFSET DOOR WITH OHCC O SECTION DETAIL AT INTERMEDIATE HORIZONTAL 10 R/aP0. PEMM w Q pB NU®FR 2013 S-5 1' GLASS i I ii z al OVERHEAD I SET IICONCEALEDSEAL CLOSER O 4 u2s az 3 1' GLASS I i I SECTION DETAIL AT INTERMEDIATE HORIZONTAL 10 R/aP0. PEMM w Q pB NU®FR 2013 S-5 3/8"diameter TAPCON min. 5" long @ 12" O. C SECTION DETAIL AT 450-S DOOR HEADER AT CENTER HUNG DOOR WITH PIVOT w SECTION DETAIL AT 450-S DOOR HEADER AT OFFSET HUNG DOOR WITH SMC OR FLOOR CLOSER(D SECTION DETAIL (a), DOOR JAMB W/ FINGER GUARD z o I I MAR 0 1013 1 brio ; Vi!.,a e FD S -Y DATE oNi"'G DEP F BLDG DEPT SUBJECT 10 CGNIPI V NCE WI fly ALL FEDERAL STATE ANo l;i I.iN, f MLLES Af1J RtGULATICIIS D.L.O. HEIGHT (DOOR) C FRAME HEIGHT - 15.250° (STD. THRESHOLD) D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" D.L.O. HEIGHT (TRANSOM) = FRAME HEIGHT - 5.125' D.L.O. WIDTH (TRANSOM) FRAME WIDTH -- 7" LEAF HEIGHT a FRAME HEIGHT - 2.938" (STD. THRESHOLD) LEAF WIDTH = FRAME WIDTH - 5.188" 4„--; THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. cORNtlrs SHUTTERS ARE NOT REQUIRED. SPACE DOOR DIMS. GLASS TYPE 'A' TYPE '8'/'C' OPTION til LOCKS OPTION 02 OPTION 03 I HINGES SERIES MG600 FRAME WIDTH FRAME HEIGHT ALUMINUM OUT MING ENTRANCE._, DOOR EXT. (+) INT. (-) EXT. (+). EXT. (4) INT. (-) INT. (-) EXT. {+) INT. (-) SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF 47' 98-1/2" 80.0 120.0 SINGLE DOORS WITH OR WITHOUT TRANSOMS. 90.0 120.0 80.0 120.0 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF 11 O-1 /2' 80.0 1 120.0 80.0 DOUBLE DOORS WITH OR WITHOUT TRANSOMS. 80.0 120.0 C DOORS CAN ALSO BE USED WITH SERIES MG5000 OR SERIES 9500 120.0 I 120.0 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. MULLION ATTACHMENT, I 927 END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. 120.0 49• 110-1/2" 95.7 111.0 95.0 120.0 120.0 120.0 77.0 100.0 DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND 78.9 93.7 SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED RESISTANCE IS REQUIRED. 1 FOR INSTALLATIONS WHERE WATER INFILTRATION 32 15/16' D.L. OPG. 41 13/16' SINGLE DOORS USING ES -9028 (HIGH THRESHOLD OPTION) ARE APPROVED r z FOR WATER INFILTRATION RESISTANCE. n ori 4 SEE SHEET 4 FOR DETAILS. o_ o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SURFACE APPLIED_/ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE FALSE MUNTINS RFa1IIRFMFNT1_; OF THE 2014 FLORIDA BUILDING CODE. MAY BE USED TABLE i LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (O/X) SPACE DOOR DIMS. GLASS TYPE 'A' TYPE '8'/'C' OPTION til LOCKS OPTION 02 OPTION 03 I HINGES OPTION #1 OPTION 02 FRAME WIDTH FRAME HEIGHT EXT. (+} EM. (+) INT. -) INT. EXT. (+) INT. (-) EXT. (+). EXT. (4) INT. (-) INT. (-) EXT. {+) INT. (-) EXT. (+) INT. (-) 47' 98-1/2" 80.0 120.0 80.0 90.0 120.0 80.0 120.0 47' 11 O-1 /2' 80.0 1 120.0 80.0 90.0 120.0 80.0 120.0 SINGLTI DOORS WITH SADDLE THRESHOLD LIMITED TO +eo.v. -UU.0 Y13tr SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION 47- 3 . 7' 3' TABLE 2 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) i 1/4' SHIM SPACE 3/8" SHIM SPACE II / SPACE SPACING AT 16" O.C. SPACING AT On O.C. AT 18" O.C. I II / I1_ A7 16" O.C. I AT 8" O.C. I 1 ANCHOR ANCHOR D' 'A' I ANCHOR ANCHOR ANCHOR D' 'A' Oct ANCHOR A' OR ANCHOR C' ANCHOR A' if FRAME - FRAME WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) INT.(-) EXT.(+) INT.(--) EXT.(+) EXr(+) EXT.(+) INT.(-) INT.(-) INT.(-) EXT.(+) TEXT.(+) EXT.(+) INT.(-) EXL(+) INT.(-) EXT.(+) IN .H EXT.(+) INT.(-) II 1 120.0 I 120.0 120.0 80.5 117.4 I 927 110.0 120.0 49• 110-1/2" 95.7 111.0 95.0 120.0 120.0 120.0 77.0 100.0 120.0 78.9 93.7 1 120.0 1i4IIVE 32 15/16' D.L. OPG. 41 13/16' TABLE 2 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/4' SHIM SPACE 3/8" SHIM SPACE 1/8" SHIM SPACE SPACING AT 16" O.C. SPACING AT On O.C. AT 18" O.C. I AT 6" 0•C. A7 16" O.C. I AT 8" O.C. ANCHOR A' ANCHOR C' ANCHOR ANCHOR D' 'A' CHOR C' ANCHOR ANCHOR ANCHOR D' 'A' Oct ANCHOR A' OR ANCHOR C' ANCHOR A' ANCHOR Oct FRAME - FRAME WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) INT.(-) EXT.(+) INT.(--) EXT.(+) EXr(+) EXT.(+) INT.(-) INT.(-) INT.(-) EXT.(+) TEXT.(+)EXT.(+) INT.(-) EXL(+) INT.(-) EXT.(+) IN .H EXT.(+) INT.(-) 40' 110-1 /2' 112.3 120.0 112.0 120.0 120.0 120.0 80.5 117.4 120.0 927 110.0 120.0 49• 110-1/2" 95.7 111.0 95.0 120.0 120.0 120.0 77.0 100.0 120.0 78.9 93.7 1 120.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION ANCHOR TYPES A'. 'C' OR ' D' SEE SHEET 3 FOR DESCRIPTION 8) ANCHORS AT TRANSOM--\ ENDS a n a N SURFACE APPUEO iv FALSE MUNTINS--/ p MAY BE USED V N ANCHOR TYPES 'Al' INTO CONC. Al STO. AND HIGH THRESHOLD. TYPE 'Cl' AT SADDLE THRESHOL SEE SHEET 3 FOR DESCRIPTION SINGLE DOORS WITH QR WITHOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CORRESPONOING DOOR SIZE 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2- SELECT THRESHOLD TYPE TO BE USED FOR WATER RATING. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 2. 4- TRANSOMS FOR SINGLE DOORS ARE LIMITED TO 190.0 PSF • THE LOWEST VALUES FROM STEPS 1, 2. 3 AND 4 WILL GOVERN. TYPICAL ELEVATION O/X) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as compizing with the Florida Building Code NOA-No. 15.0826.32 Expiration jWte 12/24/2018 By Miami --D aProduct Control m qn s tiUiLt Browing no. W91-40 sheet 1 of 11 ANCHOR TYPES A'. 'C' OR 'D' SEE SHEET 3 FOR DESCRIPTION noual E AAORS WITH OR 111fITHOUT TRANSOMS_ USE CHARTS AS _ FOL 1 OWS FQR THE CORRFSPONDiNG DOOR SIZE - 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE.3. 2- SELECT THRESHOLD TYPE TO BE USED. 3- FOR JAMB ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. 1-11 THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE 3DOORSLOADCAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR VITH TRANSOM (O/XX) DOOR DIMS. DOOR DIMS. GLASS LOCKS I HINGES TypE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION 13 OPTION 41 OPTION 02 FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) EXT. (+) INT. -) INT. (-) EXT. (+) ANL (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8g• 98-1/2' 80.0 90.080.0 90.0 90.0 80.0 90.0 Sg• 110-1/2' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 SEE SHEET 8 FOR GLASS TYPES OESF-HIPIIUN SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION TABLE #4 CITY - SF 5 OUBLE DOOR VITH UTHEAD HTRAN OM (XX) ORS LOAD ORR WITHPTRANSOM (0/]IX JAMB ANCHORS LOAD CAPACITY - PSF ROUBLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/4' SHIM SPACE 3/6" SHIM SPACE 1/2' SHIM SPACE SPACING AT 10" O.C. SPACING AT B" O.C. AT 16 O.C. I AT B" O.C. AT 16" O.C. I AT 8" O.C. ANCHOR ANCHOR A' 'C' CHOW D' ANCHOR A' ANCHOR 1.'' ANCHOR ANCHOR ANCHOR D' 'A' 'C' ANCHOR A' ANCHORANCHOR C' ANCHOR A' ANCHOR C' FRAME FRAME WIDTH HEIGHT EXT.(+) INT(-) EXT.(+) INT.(-) EXT.(+) WT(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) EXT.(+) EXT.(+) INT.(-) INT.(-) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(- EXT.(+) INT.(-) EXT.(+) INT.(-) 75' 110-1/2' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89• 110-1/2' 90.0 88.7 90.0 90.0 90.0 90.0 81.3 88.7 90.0 90.091 90.0 90.0 SEE SHEET 3 FOR ANCHOR UILWHIPHUN TABLE CITY - SF 5 OUBLE DOOR VITH UTHEAD HTRAN OM (XX) ORS LOAD ORR WITHPTRANSOM (0/]IX DOOR DIMS. 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR TYPE 'C' TYPE 'D' TYPE 'A' TYPE 'C' TYPE 'A' SPACE ANCHOR TYPE 'C' FRAME FRAME HEIGHT fANCHOR EXT. (+) EXT. (+) INT. (-) INT. (-) EXT. (+) INT. (-) EXT. (+) EXT. (+) INT. (-) INT. (-) EXT. WIDTH INT. 75• II, 98-1/2" 90.0 90.0 90.0 90.0 90.0 79.2 90.0 73.0 90.0 61.5 90.0 89' 81.2 75•90.0 110-1/2 90.0 90.0 90.0 90.0 90.0 83.8 70.6 90.0 65.1 90.0 54.8 85.9 89• 72.3 SEE SHEET 3 FOR ANCHOR UESCRIPHON 89" 4 1/2" MAX. DOOR FRAME WIDTH HEAD/SILL CLUSTER OF 6 CORNERS ANCHORS AT HEAD 3" 6" SEE- CHART 5 I TYP. X-1 FOR CAPACITY SURFACE APPLIED FALSE MUNTINS MAY BE USED ANCHORS AT SILL INTO CONIC. CLUSTER OF 6 TYPE 'A1' AT STD. do HIGH THRESHOLD TYPE 'Cl' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION INACTIVE I -Njjf;4 ACTNH 3` 7- C3C3 ODFALWwO' N Z n UP i ,rj II, W G toD o t8 t- lN yy •" N OG N ANCHORS AT SILL INTO CONIC. CLUSTER OF 6 TYPE 'A1' AT STD. do HIGH THRESHOLD TYPE 'Cl' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION INACTIVE I -Njjf;4 ACTNH 3` 32 15/16"/ 1 1 1 32 15/16" _1 I > _" T• ' D.L. OP D.L. OPO. ' I • ' 41 13 16` 41 13/16" ..• • LEAF IDIH LEAF WIDTH • • • • yPICAL ELEVATION ; • • i SEE SHEET 3 FOR ELEVATION (O/XX) l • NOTE: y GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300--09 (3 SEC. GUSTS) rANDFLORIDABUILDINGCOMMISSION DECLARATORY STATEMENT DCA05-OEC-219 _c PRODUCT REVISED as complyln with the Florida Building Code NOA-talo. 15-0826.32 Expiration Dat 12/24/2018 By Mlam s Product Contra xlli Pp•AF/i.. , y rp r C N8F oor 7os92 .`tw k s i STATE OF drawing no. W1 1-40vvv_ 0000.• 0000.• 0000• 0000. 0000•• 0000•• 0000• 7- C3C3 ODFALWwO' N Z n UP i ,rj W G toD o t8 t- lN yy •" N OG N 32 15/16"/ 1 1 1 32 15/16" _1 I > _" T• ' D.L. OP D.L. OPO. ' I • ' 41 13 16` 41 13/16" ..• • LEAF IDIH LEAF WIDTH • • • • yPICAL ELEVATION ; • • i SEE SHEET 3 FOR ELEVATION (O/XX) l • NOTE: y GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300--09 (3 SEC. GUSTS) rANDFLORIDABUILDINGCOMMISSION DECLARATORY STATEMENT DCA05-OEC-219 _c PRODUCT REVISED as complyln with the Florida Building Code NOA-talo. 15-0826.32 Expiration Dat 12/24/2018 By Mlam s Product Contra xlli Pp•AF/i.. , y rp r C N8F oor 7os92 .`tw k s i STATE OF drawing no. W1 1-40vvv_ 0000.• 0000.• 0000• 0000. 0000•• 0000•• 0000• TYPICAL ORS: SEE ELEV. FOR SPACING I TYPE 'A'-• jf4" x 5' LILTRACONL_13Y_'ELCO' (Fumi KSI. FY -155 KSI) U THRU 18Y. OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) O 2 M DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLACKS (JAMBS) a ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE; 1" MIN. FNPE'.. C Fu 177 KSI. Fyr*155 KSI) M8 O 0 * m to THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE OR MASONRYIWITH1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) a DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3-1/8" MIN. INTO WOOD STRUCTURE_ 1-1/4 MIN. vJ TYPE 'D'- 1/4 .TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) p STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO MIAMI -RADE COUNTY APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (NO SHIM SPACE) ANCHOR EDGE DISCS INTO METAL STRUCTURE n 1/2' MIN. TYPE 'A1'- Jf4" K 1- /A" ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. TYPE 'Cl' x/18" X 2' ULTRACON BY 'ELCO" (Fu=177 KSI, FY -155 KSI) 0 DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) rn WITH 1--1/2" MIN. EMBED INTO CONCRETE Q ANCHOR EDGE DISTANCES INTO CONCRETE ^3-1/8' MIN. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fid - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 11 FRAME WIDTH 82" 4 1/2" MAX. N3) ANCHORS HEAD/SILL 3" AT TRANSOM CORNERS ENDS it i I W N io2 -, s ___- iN. J o 1) ; II I INACTNE I ,-1:1111;3 ACTNE SURFACE APPLIEDJ 3' FALSE MUNTINS N MAY BE USED 32 15/16" TYP 32 15/16w D.L. OPG D.L. OPG. 41 13 6" 41 13/iC ANCHORS AT SILL INTO CONC. CLUSTER OF 5 TYPE "A1" AT STD. do HIGH THRESHOLDTi_ _EJ_EVATION TYPE ' DLE THRESHOLDSEEDESCRIPTIONAT LEFT (O/XX) SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 115-0826.52 Expiration Date 12/24/20 113 By Mlaml-DPd1lF Product Contro U U ii II II ii O 2 M p\p Li N N O M8 O 0 * m to t C9 Z O J v N X it i I W N io2 -, s ___- iN. J o 1) ; II I INACTNE I ,-1:1111;3 ACTNE SURFACE APPLIEDJ 3' FALSE MUNTINS N MAY BE USED 32 15/16" TYP 32 15/16w D.L. OPG D.L. OPG. 41 13 6" 41 13/iC ANCHORS AT SILL INTO CONC. CLUSTER OF 5 TYPE "A1" AT STD. do HIGH THRESHOLDTi_ _EJ_EVATION TYPE ' DLE THRESHOLDSEEDESCRIPTIONATLEFT (O/XX) SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 115-0826.52 Expiration Date 12/24/20 113 By Mlaml-DPd1lF Product Contro U 0. 70562 \`o ATE OP r i N o ul drawing no. W11-40 sheet 3 of 11 i A U yZ vO 2 M Li W 0t r M8 O 0 * m to t C9 Z O J v N X 0. 70562 \`o ATE OP r i N o ul drawing no. W11-40 sheet 3 of 11 o\i s F 41 13/18' FA MR GLASS MG5000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR DOOR MULLION ANO MULLION ANCHORS REQUIREMENTS II 1 MR GLASS MG5000 OR ES WINOOW SERIES 9500 SYSTEM E NOA ULLION SANCNORS , N 11 LtLi 1 fi' •'r'`f I ii i4 11 I 1 I I 1 I 0 6 41 13/16- I O MIAMI-DAOE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 1 JI I 1 i -------r-- -i II /- 1 1 L C I a I C1r--- I I -- ILI1 REINFORCINO WILL VARY SEE CURRENT NOA OF MG5000 WINDOW WALL SYSTEM FOR DETAILS N LEAF EXT. V 1 3 T --- - r ---y d 0 0 I t A 1 III t I NNI ' Q7 I Q 1 t L D.L. U MIAMI -DADS COUNTY APPROVED 2 0 SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' LA o UNDER SEPARATE APPROVAL. 30 LOWER VALUES FROM DOOR CAPACITY CHARTS OR b Z STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 9 o fo M of J l l 11 .. r---_ I jl Ln IRS : •••• 03 •• • b===== I 111 1 h • • • • I 'LJ i • • • I L r • 1 J - I N • - EXT. c : • • • • LEAF WIDTH • • ; • • • • REINFORCING WILL VARY SEE CURRENT NOA OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NDA -No. 15-0826.32 Expiration Date 12/24/2018 By mlam roduat Control 111111 d. AHP• cety • • 6 1 70592 fi 7 ATE OF ; • - drawing no. W1 1-40 1 , r , 1 IL a10 I u I I O MIAMI-DAOE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 1 JI I 1 i -------r-- -i II /- 1 1 L C I a I C1r--- I I -- ILI1 REINFORCINO WILL VARY SEE CURRENT NOA OF MG5000 WINDOW WALL SYSTEM FOR DETAILS N LEAF EXT. V 1 3 T --- - r ---y d 0 0 I t A 1 III t I NNI ' Q7 I Q 1 t L D.L. U MIAMI -DADS COUNTY APPROVED 2 0 SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' LA o UNDER SEPARATE APPROVAL. 30 LOWER VALUES FROM DOOR CAPACITY CHARTS OR b Z STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 9 o fo M of J l l 11 .. r---_ I jl Ln IRS : •••• 03 •• • b===== I 111 1 h • • • • I 'LJ i • • • I L r • 1 J - I N • - EXT. c : • • • • LEAF WIDTH • • ; • • • • REINFORCING WILL VARY SEE CURRENT NOA OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NDA -No. 15-0826.32 Expiration Date 12/24/2018 By mlam roduat Control 111111 d. AHP• cety • • 6 1 70592 fi 7 ATE OF ; • - drawing no. W1 1-40 41 13/16 - MAX. I O MIAMI-DAOE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 1 JI I 1 i -------r-- -i II /- 1 1 L C I a I C1r--- I I -- ILI1 REINFORCINO WILL VARY SEE CURRENT NOA OF MG5000 WINDOW WALL SYSTEM FOR DETAILS N LEAF EXT. V 1 3 T --- - r ---y d 0 0 I t A 1 III t I NNI ' Q7 I Q 1 t L D.L. U MIAMI -DADS COUNTY APPROVED 2 0 SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' LA o UNDER SEPARATE APPROVAL. 30 LOWER VALUES FROM DOOR CAPACITY CHARTS OR b Z STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 9 o fo M of J l l 11 .. r---_ I jl Ln IRS : •••• 03 •• • b===== I 111 1 h • • • • I 'LJ i • • • I L r • 1 J - I N • - EXT. c : • • • • LEAF WIDTH • • ; • • • • REINFORCING WILL VARY SEE CURRENT NOA OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NDA -No. 15-0826.32 Expiration Date 12/24/2018 By mlam roduat Control 111111 d. AHP• cety • • 6 1 70592 fi 7 ATE OF ; • - drawing no. W1 1-40 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING iBY OR 29Y WOOD BUCK TYPICAL ANCHORS SEE NOTE SHEET 1 2-3/4• LONG FOR THIS CONDITION ONLY ELEVATIONS CONCRETE SE FOR SPACING AEd .. ': PSI'MIN. 1'(K!"T-*fP--I-CAL ANCHORS E DIST, - SEE ELEVATIONS LSHO PIVOT HINGES OPTIONAL TO BUTT HINGES O NOT APPWD FOR WATER RESIST. I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O APPR'O FOR WATER RESIST. SINGLE DOOR ONL ICOUNTY APPROVED MULLIONEPARAMLAMI- MOE EuNAN ANCHORS I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR HEAD SERIES-MG6000 FRAME OPTION mi v S FaR SADDLE THRESHOLDVIN. N USE ANCHOR TYPES GE 01ST. Ci' ONLY SEE ELEVATIONS SADDLE THHESHOLD FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O APPR'O FOR WATER RESIST. SINGLE DOOR ONL ICOUNTY APPROVED MULLIONEPARAMLAMI- MOE Eu N AN ANCHORS I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR HEAD SERIES-MG6000 FRAME OPTION mi v j in Z_ N y Z j to 0 •DM 00 Z c Q. l 0~0 m DOORS SHOWN WITH SERIES--95DO FRAMES CAN ALSO BE USED WITH SERIES--MG5000 FRAMES.. PRODUCT REVISED as com 1 Ing with the Florida Building Code a NOA-No. 15-0826.32 DfST.' ' ODI EW.PSIhtlPi.Expiration Date 12/24/2018 HIGH THRESHOLD BY SEE SHEET 11 -FOR DETAILS Mia t- Produccontrol drawing no. W1 1- X40 n n OTWO SHEETS 1 do 2 FOR CAPACITY UUMMA 1111111111 l tom i SEPI AL HORS M9 Et3 Eb E9V MS FOR SPACING LEAF WIDTH i/4• MAX. LOAD BEARING SH SEE CHARTS SHEETS 1 & 2 MORS EXT. IPTION V" Ot I ro 3Zq MEN METAL, STRUCTURE a Ld a W CAPACITY TYPICAL ANCSEE HORS Z FOR SPACING ALTERNATE TYPICAL ANCHORS SEI: ELEV. FOR SPACING I` IINEW l,:Zo If aRUN1/l 01 2 co ..... b 0 0 t g v DOORS SHOWN W17H SERIES -9500 FRAMES CAN FRAMES. 77 W >` o W 0.+142 03 t j o t o a , 5 I.J. 0 N m N 2 co ..... 0 0 DOORS SHOWN W17H SERIES -9500 FRAMES CAN FRAMES. 77 EXT. o 0 0 N m N U U . . . 0 0 DOORS SHOWN W17H SERIES -9500 FRAMES CAN FRAMES. 77 H o 0 ALSO HE USED WITH SERIES—MG5000 m P•• cP.NsF••.,• '. MPRODUCTREVISED ` as complaing with the Florida 82 Building Code HOA -No. 15-0826.32 Expiration Date 12/24/2018 s ;% drawing no. 2 • ..toy..•• . S`01VAL W11-406 minm roduct on ro sheet 5 of 11 TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS cnNf'RFTr SEE ELEVATIONS 11 0 ALTERNATE EXTERIOR T3 115 O.L. OPG. OOOR/iRANSOM FRAME WIDTH TRANSOM SERIES -9500 FRAMES EXTERIOR DOOR/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES-MG5000 FRAMES OPTION PRODUCT REVISED as complying with the Florida Building Code NOMNo. 15.0826.32 Expiration Date 12/24/2018 By mlafhlroductContro U Z_ S 3" 1 z tz W aLLJ M04 M pN OD i4 i 3 z n it I fl l - CE 8e•'••i 70592 1 drowing no. OF W1 1— 40 4.970 ALTERNATE OPTION (Series M05000) V 090 2.500 g354 1.953TYP.r I i- .OTO 4.968 I 460 3 2.500 .090 2,500 .200 2,500 .190 1.750 r I 200 .920 2.750 1" N 0 3.988L vL .078 500 5'000 E21 N 190 1.953 1.083 Q b00R STOP TYP. ly 2.485- ,220 N-3.984 Cme 4.970 E1 DOOR HEADER Series 9000 TRANSOM HEAD S-8000110 Tt TRANSOM HEADER Series 9500 0 •5 TS 0 p 2.232 Et5 JAMB FILLER 1.000 3.984 S 1.110 289 2.032 nP .2ao -- DOOR STOP COVER .127 S z E3 DOOR JAMB Series 9000 .060 I a 1.118 1 1.117 2.750 3.937 383 120 1.881 .127 1.750 4.874 I .959 4 Z2.437 t T4 HEAD COVER _ ` - _ 829 -11.000 k- A?8 - Q S[? n 2.250 .312 1.000 4.968 25 3 + C to CORNER BLOCKSOM T10 GLAZINGTRANADADAPTER T6 HORIZONTAL AT DOOR S-8000 - 3.500320 1.750 2.905 1.317 206 ip E4 TOP RAIL 4.422 t.810 .s78 _ 3 OC 320 .070L .125 M Es HINGE/LOCK STILE 1YP. 1'250 ,OTO TYP. g 3 w 4.374 TRANSOM ADAPTER 3436 094 3.229 . o 3.438 2.000 TYP. 5.000 3. 75jN6 • cV .{ N 000 G 110 -j .910 .• FFF 110- E1e CLOSURE DOOR STOP _I • 5.000 (E5) NP, , 320 .960 0100 • • 7.562 (E5A) 2.250 i--- • 7.437 (E5) .835 • • • • 10.00 (E5) .123 .060 • 6.500 (E5) 250 •"• t " 9.062 (E5A) 1'060 T6 JAMB FILLER S-8000 T7 TRANSOM JAMB S--80050 ' o • 150 3.436 1 427 080 T3 TRANSOM GLASS STOP .320 { .250 1.786 : ' r • • Qj ... E7 1.746 •654 - 062 v • MEETING STILE - INACTIVE: LEAF 283 IYP. 1,427 060 4.374 . 603 1.950 1.332 T -.0 H m N e I l .284 1.117 1• 0 F- -2.232--moi 3.436 E9 GLASS STOP -A T8 nEl- 320 1'972 GLASS STOP ` STD. BOTTOM RAIL -r.320 Eg,t TRANSOM GLASS STOP S-8000 ESA HI -PROFILE BOTTOM RAIL 1.141 ( INSUL. LAM. GLASS) T ,125 Ego DOOR SWEEP ¢I1 CORNER PLATE % tt VIII r L o 2.445 2.250 125 A . SEE SKEET 11 FOR '.• v 9F'•.n i 950 , ,122 HIGH THRESHOLD DETAIL PRODUCT REVISED as com 1 Ing with the Florida 40 .500 Building Code 1 .150 NOMNo. 155-0826.32 ` 122 3.436 4.500 drawing no. 1.203 EXPlratlon Date 12/2412018 Op 44.933 O LORIDI` O` W1 1 -40 THRESHOLD Es ALTERNATE THRESHOLD Mlam Product ontro ,r CONAL E2 ES9014 MEETING STILE - ACTIVE LEAF E14 LOCK BACK UP PLATE E4A ES9015 r 1 1 1 sheet 7 of 11 ITEM # PART / QUANTITY DESCRIPTION MATERIAL WANF./SUPPUIR/RSMARKS E1 ES9012 1 DOOR HEADER 6063-76 E2 ES9014 I STANDARD THRESHOLD 6063-T6 E2A ES9015 I SADDLE THRESHOLD 6063-T6 E28 ES -9026 1 HIGH THRESHOLD 6063-T6 E2C S-9027 I THRESHOLD COVER 6063-75 E3H ESOD13 2 DOOR JAMB - HINGE 8083-T6 E4 ES9001 2 TOP MIL 6063-T5 E5 ESS002 2 STD. BOTTOM RAIL 6063-T6 E5A ES -9000-031 2 HI -PROFILE BOTTOM RAIL 6063 TB E61-1 ES9003 2 HINGE/LOCK STILE 6063-T5 E7 ES9006 1 MEETING STILE -- INACTIVE LEAF 6053-75 E8 ES9607 1 MEETING STILE - ACTIVE LEAF 8063-75 E9H ESS004 4 HORIZONTAL GLASS STOP 6063-75 E9V ES9004 4 VERTICAL GLASS STOP 6063-76 E9.1 ES -9029 4 OLASS STOP (INSUL. LAM. GLASS) 6063-76 EtOT ES9005 4 CORNER BLOCK -TOP 6063-75 EIOB ES9008 4 CORNER BLOCK - BOTTOM 6083-75 E11T ES9009 4 CORNER PLATE - TOP 6063-75 E11B ES9002 4 CORNER PLATE - 80TIOM 6063-75 E12 E59010 4 SUPPORT ANGLE 6063-T6 3/4' X I' x 1/8' X 9- LONG E13 ES9011 AS ROD, HINGE BACKUP PLATE REINFORCEMENT 6083-75 E14 ES9020 1 LOCK BACKUP PLATE REINFORCEMENT 6063 TS E15 ES9016 AS ROD. JAMB FILLER 6083-76 E16 E39017 AS ROD. REINFORCEMENT 8063-T6 E17 ES9021 l/ CLOSER CLOSER SUPPORT CUPS (PAIR) 6063-T5 E18 ES 0022 I CLOSER DOOR STOP 6063-75 E19 E59023 1/ CLOSER CLOSER COVER PLATE 6063-T5 E20 ES0005 DOOR SWEEP E21 ESO 151 DOOR STOP E22 ES9052 DOOR STOP COVER MI 28 012 x 1' P.H. ST/ST SMS M2 AS ROD. 112 - 24 x 1/2' F.H. ST/ST MS M3 IB 8 - 32 x 1/2' P.H. ST/ST MS M4 16 3/8" - 16 x I' HEX. BOLT M5 E59000-GO1 AS ROD. WEDGE GASKET EPOM OUROMETER 70 M6 ES9000-G02 AS ROD. SPACER GASKET EPDM DUROMETER 70 M7 ES9000-GO3 AS ROD. BULB VINYL. BASE-POLYPROPILENE. BULBIPE ULTRAFAB. OUROMETER 73 MB ES9000-8I AS READ. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80*5 SHORE A M9 AS ROD. HINGE 4 1/2' x 4" M9A AS RQD. OFFSET PIVOT HINGE ALUMINUM M12 1 3 POINT LOCK M13 1 KEY CYLINDER M14 1 I THUMBMRN MI5 1 1 2 POINT LOCK M16 I/ LEAF I DOOR CLOSURE ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMAPM T1 ES9506 PILE - HEADER - - TRANSOM HEADER Series 9500 6063-T6 - T2 ES9010 M22 TRANSOM ADAPTER 6063-T5 -- T3 ES90Ia TRANSOM CLASS -STOP 6063-T5 - T4 E$9502 AS ROD. HERO COVER 6063-T5 - MTt AS ROD. SILICONE - - 10 x 1/2" F.H. ST/ST SMS MT2 1/4 - 20 x 2' HEX BOLT -- - MY7 TRIM GASKET SILICONE - MT3 M28 INTERIOR SPACER 1/4' x 1/4' FOAM - MT4 AS REQD. SETTING BLOCKS (1/16' x 3/4' AT 1/4 POINTS EPOM DUROMETER SOTS SHORE A T5 ESS005 AS REOD. TRANSOM HEAD S-0000 6005-T6 - TS ES8013 AS READ. HORIZONTAL AT DOOR S-8000 6005-T6 - T7 ES8012 AS READ. TRANSOM JAMB S-8000 6005-T6 - T8 ES8003 AS READ. JAMB FILLER S-8000 6005 -TS - T9 ES8008 TAS READ. TRANSOM GLASS STOP S--8000 6083-T5 - TIO ES8014 1 AS REQO. I TRANSOM GLAZING ADAPTER 6083 -TS -- M17 2 PUSH - PULL - -' M19 W13273NK AS ROD. PILE - HEADER - - M20 W2345INK AW ROD. PILE ^ MTG STILES - - M22 1/ CLOSER CHANNEL SPACER 5/8' X 1-3/4" - - M23 2 THRESHOLD CLIP - - M24 AS ROD. STRUCTURAL SILICONE - - M25 AS ROD. SILICONE - - M26 2/ CLOSER 1/4 - 20 x 2' HEX BOLT -- - MY7 3/ CLOSER M10 x 1' A.H. ST/ST SMS - - M28 6/ CLOSER 10 x 3/4' F.H. ST/ST SMS - - M29 3/ CLOSER 10 x 1' F.H. ST/ST SMS - - M30 AS ROD. 18 x 1 1/2' F.H. ST/ST SMS - - M31 W13351NK AS ROD. PILE - DOOR SWEEP - - M32 W13275NK AS ROD. PILE -- HEADER - - I z 2 co N 1/4' HEAT STREN-D GLASS 090' Interloyer Butoclte PVBCBy 'Kuroroy Americo, Inc.' w a \ GLASS TYPE 'A' 9/1V OVERALL 4' HEAT STREN-0 GLASS SILICONE rDOW CORNING 983 DOW CORNING 795 TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 090' Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DDDOWN CORNING 795 1/4' HEAT STREN-D GLASS 090' Interloyer SenlryGloe VBy 'Kuroroy Americo, Inc: IP x \ W GiASS TYPE 'B' 9/16. OVERALL 1/4" HEAT STREN'D GLASS SILICONE OOW CORNING 983 DOW CORNING 795 ATR SPACE CONSISTING OF: HELIMA' LOW PROFILE ALUMINUM SPACER BY `LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT REVISED Bu Id nplyln with the Florida g Code NOh-No. 15-0826.32 Expiration Date 12/24/2018 GLASS TYPE 'C' 1-1/8' OVERALL 8y Miam ro uc Controf GiAZING OPTION S 11 1 IIIl ^ N 92 drawing no. i 8T OF rr NAL0N . 6heet 8 of 11 0000. 0000• Sege S•ee•Se 0•:• 0 LOCK . (See Table #1 or #3 for Load Capacities) OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' #1285 LOCATED AT 41 " FROM SILL AT EACH LEAF. FASTENED WITH 1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND 2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH 2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND 2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END HINGES: (See Table #1 or #3 for i.00a Uopocltlesl OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH 1) #14 X 1" HH SELF DRILLING -SCREW AT ONE END AND 2) 012--24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY DOR—O—MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH 2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END OPTION &1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH 10-24 X 11/2" FH THREAD CUTTING SCREWS 2) AT THRESHOLD, (2) AT JAMB BOTTOM 3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH 4) 1/4-20 X 5/8" MS R w OPTION #3: ACTIVE LEAF: Z i KEY OPERATED THREE POINT LOCK SYSTEM BY ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & a BOTTOM OF LOCK STILE AND A THUMB TURN ON THE 0 INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL C FASTENED WITH 2) #12-24 X 1/2" FH MACHINE SCREWS a o INACTIVE LEAF: ti MANUALLY OPERATED TWO POINT LOCK SYSTEM BY ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP do BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH 3/8" HEX STEEL TIP z = 2) #8--32 X 1/4" PH MACHINE SCREWS O BOLT OUIDE STEEL ROD WH ZTHREAOEDENDS — p w 8 n to 81ZV, O r CD V! ` D to M J 0 3 U. w THRESHOLD BOLT z N 2• OPTION 4 X 4-1/2" ST. STEEL SALL BEARING BUTT HINGES 0000 0000.. LOCATED AT ••• 11 " FROM TOP & BOTTOM AND AT MIDSPAN • • • FASTENED TO DOOR FRAME AND LEAF STILE WITH •... o 0000. 4) #12--24 X 1/2" FH MACHINE SCREWS PER HASP •••• c b' P 00:00• oID 0000.. o 0000.. 00 w. NkW•4 0000.. 1• • 1If n AN1. PRODUCT REVISED E as complying with the Florida Building Cade 9z NDA-iti? RNDA -Ho. 15-0826.52 A LUL6 Expiration Date 12/24/2018 STATE OF droving no. By•..tort o;:1•` W 11-40Mlimroduccontrol CONAL .. - - • - TOP RAIL WELDED TO VERT. STILE 130770M RAIL WELDED 70 VERT. STILE M` M1 to—FH THR00* JAI CUTTING SCREWS I M; M1 M2 W) M"RIN 5pliim.c0iA111119KIIINL, I V r Z 0 N og ti a X10-24 x t//2` FH THREAD 4CUTTINGSCREWS 14.fn 7- 00 C) M 00 o to L r` 3 t Z Ln N oo m F THRESHOLD CORNER PRODUCT REVISED as complying with the Florida Building Code MOA -No. 15-0826.32 Expiration Date 1 /24/2018 By Mlam ad roduct Contra A 0000•• 4• 0000• 0000•• 0000•• 0000• 70592 ,i' p w p drawing no. I STATE of , aQ..'•`ORi°!'10 W1 1-40 0000•• 4• 0000• 0000•• 0000•• 0000• 0 a w O W P, F11.9031 374 100 THRESHOLD COVER ES0027 E28 - HIGH THRESHOLD ES9028 CONCRETE , . .... ::. ' ` 3000 PSIKN--- IN, .: £OGS ST ` J AM oFiiCHSTRENGTHCROUTPRODUyCTREVISED •.. do POURED Qc HARDENED the Florida ,• ` = Ya •- 5000 PSI MIN. Bu c ldinglClangowfth dd 15-0826.32 ' r05 gg TYPICAL ANCHORS NOT BY MSR CLASS NIDA -No. iSEEELEVATIONSMUSTTRANSFERSHEAR • Mti W= 1 v v v drawing no. i • •.ZORIOf ;••' APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS Mian11- Product Contra i ONOTAPPROVEDFORWATERRESISTANCEWHENUSEDWITHDOUBLEDOORSi.•_ NAL _. W 4 i -' 4 N p H CONCRETE , . .... ::. ' ` 3000 PSIKN--- IN, .: £OGS ST ` J AM oFiiCHSTRENGTHCROUTPRODUyCTREVISED •.. do POURED Qc HARDENED the Florida ,• ` = Ya •- 5000 PSI MIN. Bu c ldinglClangowfth dd 15-0826.32 ' r05 ggTYPICALANCHORSNOTBYMSRCLASSNIDA -No. iSEEELEVATIONSMUSTTRANSFERSHEAR • Mti W= 1 v A v v FOR SPACING LOADS TO STRUCTURE Expiration Date 12/24/2018 OFHIGHTHRB3HOLDOPTIONBySTATE drawing no. i • •.ZORIOf ;••' APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS Mian11- Product Contra i ONOTAPPROVEDFORWATERRESISTANCEWHENUSEDWITHDOUBLEDOORSi.•_ NAL _. W 4 i -' 4 55. CORNERS D.L. OPG. D.L. OPG. D.L. OPG. SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 A j k 4" MAX. \ t ` t HEAD/SILL CORNERS ANCHORS TYPE A. B. C OR D 1 2, 3. 4 OR 5 AT EACH JAMB---' SEE SHEETS 5 do 5.1 SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MAX. MULLION SPACING SEE SHEET 3 do 4 4 ANCHORS TYPE A, B. C OR D : 2, 3, 4 OR 5 AT EACH SIDE OF MULLION---* SEE SHEETS 5 do 5.1 INSTRUCTIONS: USE CHARTS AS FOLLOWS. i I I I I r------------ I r====== II / it 11 / II 1 li \ I \ 11 \ 11 SEE 'MR.',GLASS' II L.M.I. DOOR\IOA jl FOR DOOR RANG I do DETAILS. \ I1 I i 1 1 DOOR MULLION ANCHORS SEE SHEET 7 PRODUCT REVISED as complying with the Florida to Code Acca • ; eAcapteaceNo DETERMINE DESIGN WIND LOAD AEOUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, ---WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GNEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 AND 4 THE CAPACITY SHOULD EXCEED+THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEETS 5 do 5.1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING,FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRESYSTEM. — D.L. OPG. wmw D.L. OPG. D.L. OPG. wtm w W r a 0 J = w11 D.L. OPG. WIDTH SEE CHART SHEET 2 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE: VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES; SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. • PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT CML FLA. PE 70592 CAN. 38 2015 J U L0 Z N v a I n O t z C" v 3 I F 10 w tr P E ONt) N cc 00 j3 wl 401 n Jon 3 :.. y Z. U a --ow G 00 m N M o W e 8 JCi W to WZ C 8 k 4" MAX. \ t `t HEAD/SILL CORNERS ANCHORS TYPE A. B. C OR D 1 2, 3. 4 OR 5 AT EACH JAMB---' SEE SHEETS 5 do 5.1 SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MAX. MULLION SPACING SEE SHEET 3 do 4 4 ANCHORS TYPE A, B. C OR D : 2, 3, 4 OR 5 AT EACH SIDE OF MULLION---* SEE SHEETS 5 do 5.1 INSTRUCTIONS: USE CHARTS AS FOLLOWS. i I I I I r------------ I r====== II / it 11 / II 1 li \ I \ 11 \ 11 SEE 'MR.',GLASS' II L.M.I. DOOR\IOA jl FOR DOOR RANG I do DETAILS. \ I1 I i 1 1 DOOR MULLION ANCHORS SEE SHEET 7 PRODUCT REVISED as complying with the Florida to Code Acca • ; eAcapteaceNo DETERMINE DESIGN WIND LOAD AEOUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, ---WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GNEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 AND 4 THE CAPACITY SHOULD EXCEED+THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEETS 5 do 5.1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING,FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRESYSTEM. — D.L. OPG. wmw D.L. OPG. D.L. OPG. wtm w W r a 0 J = w11 D.L. OPG. WIDTH SEE CHART SHEET 2 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE: VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES; SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. • PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT CML FLA. PE 70592 CAN. 38 2015 J U L0 Z N v a I n O t z C" v 3 8 w tr P ONt) N cc 00 j3 wl 401 n Jon 3 :.. y Z. U wr a --ow 00 m Ipl I f:il 0 C 0, • • • 00 drawing no. W1 1-39 sheet 1 of 1 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" 32" 36" 40" 44--1/4" 48' 52" 56-1/4' 84-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32" 36" 40" 44-1/4' 48" 52" 90-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 36' 40' 44-1/4' 48' 52" 96-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28' 32" 36" 40" 44-1/4' 48' 102-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 28' 32" 36" 40" 44-1/4' 108-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32" 36" 40" 44-1/4" 114-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). O.L.O. WIDTH D.L.O. WIDTH ALTERNATE BUTTON BUMPER8A IN LIEU OF VINYL SPACERO8 SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREN'D GLASS 090" Interlayer Butocite PVB By ' Kuraray Americo. Inc.' 1/4" HEAT STREN'D GLASS z M 4n a GLASS TYPE _'A' PRODUCT REVISED as complying withlho Ftodds BuildingCode 1Aooeptsncec+No L SILICONE DOW CORNING 795 1/4" HEAT SREN'D GLASS 090' Interlayer SentryGlos By 'Kuroroy Americo. Inc_' 1/4' HEAT STREN'D GLASS Z m N I I! / 0 GLAZING OPTIONS U" prXINM GLASS CML FIA. PE.# 70592 CA.N. 538 2 V" M 3 Z IL 6 O o o us O d C) G O da O 13IDo IX OQW3eG uJ llf : o JIs DMEJ U e' Z N F- Co w t z iii a D n 6 v J p3 dW O tn;j x M aNlogi c J w LO 3LL. 0 J 6 ALTERNATE BUTTON BUMPER8A IN LIEU OF VINYL SPACERO8 SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREN'D GLASS 090" Interlayer Butocite PVB By ' Kuraray Americo. Inc.' 1/4" HEAT STREN'D GLASS z M 4n a GLASS TYPE _'A' PRODUCT REVISED as complying withlho Ftodds BuildingCode 1Aooeptsncec+No L SILICONE DOW CORNING 795 1/4" HEAT SREN'D GLASS 090' Interlayer SentryGlos By 'Kuroroy Americo. Inc_' 1/4' HEAT STREN'D GLASS Z m N I I! /0 GLAZING OPTIONS U" prXINM GLASS CML FIA. PE.# 70592 CA.N. 538 2 V" M 3 Z IL 6 O o o us O d C) G O da O 13IDo IX O QW3eG uJ llf : o JIs DMEJ 0 i I o a O $ V v u drowing no. W1 1-39 sheet 2 of Q U e' Z N Co w a D n a v3 p3 dW O tn;j M aNlogi GGO J LO 3LL. r lal 04 O x O C 1 N 0 i I o a O $V v u drowing no. W1 1-39 sheet 2 of Q NOMINAL WIDTH (lAr] 30' 36' 42' 48' 54' W. INTERPOLATION UNANCHORED JAMB OPTIONS MULL OPTIONS w1 WIDTH (W) = AT FRAME JAMB wt WIDTH (w) = AT FRAME MULLION W1 w2 w1 + w2 2 x JAMB 'J1' JAMB 'J2' JAMB 'J3' Ix IN" 4 Sx IN^3 Ix IN-4 Sx IN" 3 IX IN-4 SX IN23 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 STEEL _ 2.7506 1.2225 ITxOiLUM + fx Sn x 29 14.6276 MULLION 'XIl' MULLION 'M2' MULLION 'M9' Ix IN'4 5z iN" 3 Ix IN-4 IS IN" 3 Ix IN"4 Sx IN 3 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2225 TOTAL 14.6962IxAllltf + to rn x 29 PRODUCT REVISED Engr: JAVAD AHMAD as complying with Ihft Florida CMLBuildCodaB % / FiJ1 PE / 70592 Aocep11111CONo ;j.. CAN.3 8 DByelo0 he Product Co AU 2 - MULLIONS MULLION 'M4' Ix IN"4 SX IN-3 ALUMINUM 6.7195 2.6757 STEEL 3.7533 3.5717 TOTAL 17.6047fxAtuu + Ix V. x x.s V Z H O. O O ? tiVpM0' O u M Q O F C i a y O W i LL hL6z= J ZZ NN a Q Weil a r7 1 3 0 MULLION MULLIONS WITHOUT LOAD CAPACITY - PSF INTERMEDIATE HORIZONTALS DIMS. JAMB 'J2' JAMB 'JI' JAMB 'JI' JAMB 'J9' JAMB 'J9' MULL 'M1' MULL 'M2' MULL 'M9' MULL 'M4. FRAME NE1GIiT EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (-) IM. (-) INT. (--) INT. (-) 86-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.4 130.0 130.0 130.0 130.0 t 30.0 130.0 130.0 130.4 r 130.0 130.0 1 J0.0 130.0 30' 36' 42' 48' 54' 6d' a- II 3 3 c 3 o o C cn oar, T7! Z N ao 0 I 0 0 Z_ 3 y W Ix O cn M No fn J ^o Z i•g7LLJJJ JM i b••• t 1 J oo . 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.4 121.7 130.0 130.0 130.0 113.7 130.0 130.0 130.0 30' 36' 42 48' 54' 60' 96' 130.0 130.0 130.0 130.0 13D.0 130-0 130.0 130.0 118'9 130.0 130.0 130.0 O 10 in C O_ d W oz r p o n 3 m 30' 36" 42' 48' 54' 58' 98-1/2' 130.0 130.0 130.0 130.0 126.4 130.0 130.0 130.0 110.5 130.0 } 30.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 f S L!--j f v L c a v s; 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 130.0 NOTE: BETWEEN WIDTHS ALLOWED. drowin no. 9 W 1 1 -- 39 sheet 3 of 22 x t S2 w x 2 r 130.0 130.0 1 J0.0 130.0 30' 36' 42' 48' 54' 6d' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.4 121.7 130.0 130.0 130.0 113.7 130.0 130.0 130.0 30' 36' 42 48' 54' 60' 96' 130.0 130.0 130.0 130.0 13D.0 130-0 130.0 130.0 118'9 130.0 130.0 130.0 107,5 130.0 130.0 130.0 98.4 130.0 127.9 130.0 91.5 130.0 118.4 130.0 30' 36" 42' 48' 54' 58' 98-1/2' 130.0 130.0 130.0 130.0 126.4 130.0 130.0 130.0 110.5 130.0 } 30.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 130.0 30" 36' 42' 48' 54' 58' 102' 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 130.0 130.0 88.6 13Q.0 123.2 130.0 80.7 129.9 111.8 130.0 78.6 128.4 108.7 129.9 30 36' 42' 48' 53' 108' 112.4 130.0 130.0 130.0 95.0 130.0 130.0 130.0 82.8 13Q.0 122.5 130.0 73.8 118.8 108.9 1 J0.0 68.} 109.6 }00.2 119.7 30' 36' 42' 48' 52' 110-1/2' loa.8 130.0 130.0 1Jo.d 88.5 130.0 130.0 130.0 7T.1 123.9 116.8 130.0 68.7 110.5 103.7 124.0 64.3 103.4 96.9 115.8 30' 36' 42' 48' 50' 114' 95.3 130.0 130.0 130.0 80.4 129.3 126.1 130.0 69.9 112.5 109.4 130.0 62.3 100.1 87.1 116.0 60.1 96.7 93.7 112.0 30' J6' 42' 48' 120• 81,5 130.0 130.0 130.0 68.6 110.4 113.5 130.0 59.6 95.9 98.3 117.5 53.0 85.2 87.1 104.1 x t S2 w x 2 r S2W 2 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 12' JAMB 'J1EJAMME 1' JAMB 'J3' JAMB 'J3' UNANCHORED JAMB OPTIONS MULL 'M12' MULL 'H8' HULL 'M4. MULL OPTIONS WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) in. (-) 30' 36' 42' 48' 54' 60' 78' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30' 36' 42' 48' 54" 60' 86-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.1 130.0 130.0 130.0 106.3 130.0 127.2 130.0 30" 36' 42' 48' 54' 60' 90' 13D.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.0 130.0 130.0 130.0 104.9 130.0 130.0 130.0 94.4 130.0 117.5 130.0 30' 36' 42' 48' 54' 60' 96 1 130.0 130.0 130.0 130.0 129.6 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 129.0 130.0 86.4 130.0 114.7 130.0 77.8 125.1 103.2 123.4 30` 36' 42-98-1/2- 48' 54' 58' 130.0 130.0 130.0 130.0 120.0 130.0 130.0 130.0 102.8 130.0 130.0 130.0 90.0 130.0 122.6 130.0 80.0 128.7 109.0 130.0 74.5 119.8 101.4 121.2 30' 36' 42' 45' 54' 56' 102, 129.7 130.0 130.0 130.0 108.1 130.0 130.0 130.0 92.6 130.0 130.0 130.0 81.0 130.0 114.3 130.0 72.0 115.9 101.6 121.4 69.5 111.7 98.0 117.1 30' 36' 42' 48' 53' 108' 1 109.2 130.0 130.0 130.0 91.0 130.0 130.0 130.0 78.0 1255 116.5 130.0 68.3 109.8 102.0 121.9 61.8 99.5 92.3 110.4 30' 36' 42' 48' 52' 110-1/2' 102.0 130.0 130.0 130.0 85.0 130.0 129.9 130.0 72.8 117.2 111.3 130.0 63.7 102.5 97.4 116.4 58.8 94.6 89.9 107.4 30' 36' 42' 48' 50' 114' 1 92.9 130.0 130.0 130.0 77.4 124.5 122.0 130.0 66.3 106.7 104.6 125.0 58.0 93.4 91.5 109.4 55.7 89.6 87.8 105.0 30' 36' 42' 48' 120' 79.6 128.1 130.0 130.0 66.4 105.7 110.1 130.0 56.9 91.5 94.4 112.8 49.8 80.1 82.6 98.7 CINTERMEDIATE HORIZONTALS I w1 WIDTH (w) = w 1 AT FRAME JAMB INTERMEDIATE HORIZONTALS V M I Z r w x W S w1 Ll W I w1 WIDTH (w) = w 1 AT FRAME JAMB INTERMEDIATE HORIZONTALS I W1 t w2 WIDTH (w) - wt + W2 AT FRAME MULLION 2 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. V M I Z r 41 S w 1 Ll O 0 I W1 t w2 WIDTH (w) - wt + W2 AT FRAME MULLION 2 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. V M I Z r W Q N 0L. pO 0 JAMB 'J1' JAMB 'J2' JAMB 'J3' a p W 3 Ix M"4 SX IN 3IzIN -4 1 Sx INff ix IN^4 SX IN^3 e T 6.6509 2.6421 10.6486 4.4452 ALUMINUM STEEL 6.6509 2.6421 2.7506 1.2225 VVVV p a TAw,u+btSMX2.914.6276 O Dnp00 W yj J NQ Q W F U Z Nv40 3 MULLION 'Ml' MULLION 'M2' MULLION 'M3'• MULLION 'M4' Ix IN -4 I Sx IN'3 Ix IN"4 Sx IN" 3 Ix IN -4 Sx IN" 3 IN IN -4 Sx IN" 3 3 3 v 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 0 aj rl ISTEEL2.7506 1.2225 1 STEEL 3.7533 3.5717 o W TOTAL hSR14.6962hX2.9 TOTAL . Ix 176047SILX2.9 V) w 10ALUM+ 0N- co 4 nco M WI al C) ss LJ co Y. m O2QQ C 3 U v 0F. 10 a 0 c a Oa c i3 PRODUCT REVISED as complying with the Florida Engr. JA LAH# 1A0 Building Code ... Acceptance No +• . FLA. PE 70592 C.A.N. 538 o I 12"!?Date educt C nt MULLION S A 17015 drowing no. W1 1-39 sheet 4 of --1-2-1 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES I WIDTH (W) wt + w2 2 A2, 112. C2, D2 5- MR. GLASS IDOOR SEE SEPARATE NOA WIDTH (W) = w1 + W2 2 A3, B3, C3, D3 A4, 84, C4, D4 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION E14 = 4ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. MR. GLASS IIDDIIII111 p SEE SEPARATE NO D' OR II I I II N I r I Jill Ilk II Il 11 1 II liiil II II N II 0 W1 W2 WIDTH (W) wt + w2 2 A2, 112. C2, D2 5- MR. GLASS IDOOR SEE SEPARATE NOA WIDTH (W) = w1 + W2 2 A3, B3, C3, D3 A4, 84, C4, D4 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION E14 = 4ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. WIDTH (W) W1 + W2 2 PRODUCT REVISED as complying %vith"Florida Building Code A=ptuce No _ SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANC]iORS CML FUL PE t 70592 CAN. 539 V" M I o O o 060 a v 0 In aoW; o a.Qo 0O J z gQwIt 0 o i o I 0 v fi drawing no. W1 1-39 sheet 5 of 12J MR. GLASS IIDDIIII111 p SEE SEPARATE NO D' OR II I I II N r I Jill Ilk II Il 11 1 II liiil II II N II 0 W1 W2 WIDTH (W) _ 1 + W2 WIDTH (W) W1 + W2 2 PRODUCT REVISED as complying %vith"Florida Building Code A=ptuce No _ SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANC]iORS CML FUL PE t 70592 CAN. 539 V" M I o O o 060 a v 0 In aoW; o a.Qo 0O J z gQwIt 0 o i o I 0 v fi drawing no. W1 1-39 sheet 5 of 12J MR. GLASS DOOR & TRANSOM SEE SEPARATE NO 7,, 1I if Ilk Il N II 0 WIDTH (W) W1 + W2 2 PRODUCT REVISED as complying %vith"Florida Building Code A=ptuce No _ SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANC]iORS CML FUL PE t 70592 CAN. 539 V" M I o O o 060 a v 0 In aoW; o a.Qo 0O J z gQwIt 0 o i o I 0 v fi drawing no. W1 1-39 sheet 5 of 12J 1 y ANCHOR LOAD CAPACITY - PSF EXT.(+) do INT.(-) 1/2" MAX. SHIM SPACE 3/8' MAX. SHIM SPACE 1/4' MAX. SHIM ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'D'35O F g f N NOMINAL DIMS. bj to NDTH,(W) FRAME HEIGHT A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C6 A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 D2 D3 D4 30' 36' 64.7 97.1 129.5 130.0 73.6 110.4 130.0 130.0 127.6 130.0 130.0 130.0 85.9 128.9 130.0 130.0 97.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1130.0 130.0 54.0 80.9 107.9 130.0 61.3 92.0 122.7 130.0 106.4 130.0 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42' 48' 54' 72' J C 46.2 69.4 92.5 115.6 52.6 78.9 105.1 130.0 91.2 130.0 130.0 130.01 61.4 92.1 122.7 130.0 69.7 104.5 130.0 130.0 120.6 130.0 130.0 130.0 130.0 130.0 130.0 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 105.8 130.0 130.0 130.0 127.7 130.0 130.0 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.060" C a ci y ry d a M 30' 36" 59.8 89.6 119.5 130.0 67.9 101.9 130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 49.8 74.7 99.6 124.5 56.6 84.9 113.2 130.0 98.2 130.0 13D.0 130.0 66.1 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 130.0 130.0 130.0 130.0 130.0 42' 78' Q a a p0 42.7 64.0 85.4 106.7 48.5 72.8 97.1 121.3 84.1 126.2 130.0 130.0 56.7 85.0 113.3 130.0 64.3 96.5 128.6 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 37.4 56.0 74.7 93.4 42.5 63.7 84.9 106.2 73.6 110.4 130.0 130.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6 130.0 97.4 130.0 130.0 130.0 117.8 130.0 130.048' 54" 60' 1 30' N00 CaW1d CLZ Q Z g 33.2 49.8 66.4 83.0 37.7 56.6 75.5 94.4 65.4 98.2 130.0 130.0 44.1 66.1 88.1 110.2 50.0 75.0 t00.0 125.1 86.6 129.9 130.0 130.0 104.8 130.0 130.0 29.9 44.8 59.8 74.7 34.0 51.0 67.9 84.9 58.9 88.4 117.8 130.0 39.7 59.5 79.3 99.1 45.0 67.5 90.0 112.6 78.0 116.9 130.0 130.0 94.3 130.0 130.0 53.9 80.8 107.8 130.0 61.3 91.9 122.5 130.0 106.2 130.0 130.0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130.0 130.0 130.0 130.01 130.0 130.0 130.0 130.0 36' 697. j44.9 67.4 89.8 112.3 51.1 76.6 102.1 127.6 88.5 130.0 130.0 130.0 59.6 89.4 119.2 130.0 67.7 101.5 130.0 130.0 117.2 130.0 130.0 130.0 130.0 130.0 130.0 42' 48' 54" 86-1/2" 38.5 57.7 77.0 96.2 43.8 65.6 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127.7 58.0 87.0 116.0 130.0 100.4 130.0 130.0 130.0 121.4 130.0 130.0 33.7 50.5 67.4 84.2 38.3 57.4 76.6 95.7 66.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 V ,n Z29.9 44.9 59.9 1 74.9 34.0 51.1 68.1 85.1 59.0 88.5 118.0 130.0 39.7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 130.0 130.0 26.9 40.4 53.9 67.4 30.6 45.9 61.3 76.6 53.1 79.7 106.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127.5 130.060' 30' 01 d51.8 77.7 103.6 129.5 58.9 88.3 117.8 130.0 102.1 130.0 130.0 1,30.01 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 1130.0 130.0 130.0 130.0 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.036' 42' 90' Z o 337.0 55.5 74.0 92.5 42.1 63.1 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122.7 55.7 83.6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 -130.0 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 53.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.048' 31: 28.8 43.2 57.6 71.9 32.7 49.1 65.4 81.8 56.7 85.1 113.4 130.0 38.2 57.3 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 130.0 90.8 130.0 130.054' 60" 30' 36" SEE SHEETS 5 AND 8 FOR ANCHOR DESCRIPTION. ze 110 IX I-- O M co04. M .1040001 25.9 38.8 51.8 64.7 29.4 44.2 58.9 73.6 51.1 76.6 102.1 127.6 34.4 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 48.6 72.8 97.1 121.4 55.2 82.8 110.4 13D.0 95.7 130.0 130.0 130.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 130.0 130.0 130.0 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 50.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 42' 48' 54" 60' 30' 96' PRODUCT REVISED as complying with tho Florida . Idhtg Code OOGpi8R0a140 ..• /j Date % a • • 0 vii 0 LL- ^ O c •.. N • 34.7 52.0 69.4 86.7 39.4 59.1 78.9 98.6 6B_4102.6 130.0 130.0 46.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 109.4 130.0 130.0 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86.3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 3 65.8 53.7 71.6 89.5 40.6 61.0 81.3 101. 70.4 105.6 130.0 130.0 85.1 127.7 130.0 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.6 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 47.3 71.0 94.7 118.3 53.8 80.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.6 130.0 71.3 107.0 130.0 130.0 123.5 130.0 130.0 130.0 130.0 130.0 130.0 39.4 59.2 78.9 98.6 44.8 67.2 89.7 112.1 77.7 116.6 130.0 130.0 52.3 78.5 104.7 130.0 59.4 89.1 118.8 130.0 102.9 130.0 130.0 130.0 124.4 130.0 130.036' 33.8 50.7 67.6 84.5 38.4 57.6 76.9 96.1 66.6 100.0 130.0 130.0 44.9 67.3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.0 130.0 130.0 106.7 130.0 130.042' 98-1/2' 1 00.0 29.6 44.4 59.2 73.9 33.6 50.4 57.2 84.1 58.3 87.5 116.6 130.0 39.3 58.9 78.5 98.1 44.6 66.8 89.1 111.4 77.2 115.7 130.0 130.0 93.3 1130.0 130.048" 54' W 326.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.3 69.8 87.2 39.6 59.4 79.2 99.0 68.6 102.9 130.0 130.0 83.0 1124.4 130.0 30' 36' 42' 48' 54' 30" J Q H U W 2 c o u o m G z y 5 102' 45.7 68.6 91.4 114.3 52.0 77.9 103.9 129.9 90.1 130.0 130.0 130.0 60.6 91.0 121.3 130.0 68.9 103.3 130.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108.2 75.1 112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 32.6 49.0 65.3 8i.6 37.1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 43.3 65.0 86.6 105.3 49.2 73.8 98.4 123.0 85.2 127.7 130.0 130.0 103.0 130.0 130.0 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 130.0 37.9 56.9 75.8 94.8 43.0 64.6 86.1 107.6 745 111.8 130.0 130.0 90.1 130.0 130.0 25.4 38.1 50.8 63.5 28.9 43.3 57.7 72.2 50.0 75.1 100.1 125.1 33.7 50.5 67.4 84.2 38.3 57.4 76.5 95.6 66.2 99.4 130.0 130.0 80. i 120.2 130.0 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 1 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.01 130.0 130.0 36' 42' 48' 30' 108" of(:) V) 3 ANCHORS in c O H to u p c a a ra h m 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 30.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 102.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 130.0 130.0 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79 8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.8 130.0 130.0 85.1 127.7 130.0 42.2 63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 124.7 130.0 130.0 56.0 84.0 112.0 130.0 63.6 95.3 127.1 130.0 110.1 130.0 130.01 130.0 130.0 130.0 130.0 35.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9 130.0 130.0 46.7 70.0 93.3 116.6 53.0 79.4 105.9 130.0 91.7 130.0 130.0 130.0 110.9 130.0 130.036' 42' 110-1/2' W30.1 45.2 60.3 75.3 34.3 51.4 68.5 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 113.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 48' 30" Engr: JAVAO AHMAD i v o26.4 39.6 52.7 65.9 30.0 45.0 59.9 74.9 52.0 78.0 103.9 129.9 35.0 52.5 70.0 87.5 39.7 59.6 79.4 99.3 68.8 103.2 130.0 130.0 83.2 124.8 130.0 40.9 61.3 81.8 102.2 46.5 69.7 93.0 116.2 80.6 120.9 130.0 130.0 54.3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 36' 42' 48" 114" 0] 0 g FLA. PCrq E 70592 CA.N. 8 1 Lc 34.1 51.1 68.2 85.2 38.7 58.1 77.5 96.6 67.2 100.8 130.0 130.0 45.2 67.8 90.4 113.1 51.3 77.0 102.7 126.4 88.9 130.0 130.0 130.0 107.5 130.0 130.0 29.2 43.8 58.4 73.0 33.2 49.8 66.4 83.0 57.6 86.4 115.2 130.0 38.8 58.1 77.5 96.9 44.0 66.0 58.0 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 25.6 38.3 51.1 63.9 29.1 43.6 58.1 72.6 50.4 75.6 100.8 125.9 33.9 50.9 67.8 84.8 38.5 57.8 77.0 96.3 66.7 100.0 130.0 130.0 80.6 120.9 130.0 120" 38.8 58.3 77.7 97.1 44.2 66.2 88.3 110.4 76.6 114.9 130.0 130.0 51.6 77.3 103.1 128.9 58.5 87.8 117.1. 130.0 101.3 130.0 130.0 130.0 122.6 130.0 130.0 drawing no. 1-39 JO" 36' 42' 0 0-W1 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 L130.0 27.7 41.6 55.5 69.4 31.5 47.3 63.1 78.9 54.7 82.0 109.4 130.0 36.8 55.2 73.6 92.1 41.B 62.7 83.6 104.5 72.4 108.6 130.0 130.0 87.5 130.0 .048' Z A 20124.3 36.4 48.6 60.7 27.8 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 0.0 sheet 5,1 of) 2 MR. GLASS DOOR SEE SEPARATE NOA 5 4 3 a a i SIDELITE WIDTH DOOR D OR CAPACITY-PSF D' OR FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDI' JAMB 'JDI' MULL 'MD2' E JAMB 'JD3' MULL. 'MD4' W EXT. {+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 60 86-1/2 120.0 SIDELITE WIDTH DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDI' JAMB 'JDI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL. 'MD3' JAMB 'JD3' MULL. 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. {+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 60 86-1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.4 120.0 120.0 120.0 32 36 42 48 54 98-1/2 109.5 120.0 120.0 120.0 104.2 120.0 120.0 120.0 97.2 120.0 120.0 120.0 91.11 120.0 120.0 120.0 85.7 120.0 116.6 120.0 32 36 42 48 110-1/2 77.6 120.0 116.4 120.0 73.8 114.4 112.7 120.0 68.8 106.7 105.1 120.0 64.5 100.0 98.5 117.7 45 1/2' MAX. DOOR WIDTH INTERMEDIATE HORIZONTALS OPTIONAL 0 OR SIDELITE WIDTH INCHES 0' OR C', JAMB 'JD3' MULL 'MD4' r 4 a LL EXT. (+) INT. (-) t 00 O a Ofi J 90.0 90.0 90.0 q 1 n Q INTERMEDIATE HORIZONTALS OPTIONAL SIDELITE WIDTH 87 1/2' MAX. 0 OR SIDELITE WIDTH INCHES 0' OR JAMB 'JDs' JAMB 'JDI' MULL. 'MDI'MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' W N EXT. (+) INT. (-) 32 36 42 48 54 98-1/2 JL J SIDELITE WIDTH 87 1/2' MAX. 85 3/4" MAX. CL TO CL DIM. JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' DOOR MULLION LOAD CAPACITY -PSA SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDs' JAMB 'JDI' MULL. 'MDI'MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. (+) EXT. (+) INT. (-) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 98-1/2 90.0 90.0 90.0 90.0 90.0 90.0 q 1 n Y• I SIpI Nill i 90.0 90.0 90.0 90.0 JJ lid 90.0 32 36 42 48 II 77.6 90.0 90.0 90.0 73.8 90.0 90.0 90.0 68.8 90.0 90.0 90.0 64.5 90.0 II liii / u f - ------J I - ----1, 70.6 90.0 85 3/4" MAX. CL TO CL DIM. JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' DOOR MULLION LOAD CAPACITY -PSA SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDs' JAMB 'JDI' MULL. 'MDI'MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. (+) EXT. (+) INT. (-) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 98-1/2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.7 90.0 90.0 90.0 32 36 42 48 110-1/2 77.6 90.0 90.0 90.0 73.8 90.0 90.0 90.0 68.8 90.0 90.0 90.0 64.5 90.0 90.0 90.0 32 36 42 48 114 70.6 90.0 90.0 90.0 67.2 90.0 90.0 90.0 62.7 90.0 90.0 90.0 58.7 90.0 90.0 90.0 32 36 42 48 120 1 60.6 90.0 90.0 90.0 57.6 89.4 90.0 90.0 53.8 83.3 89.1 90.0 50.4 78.1 83.5 90.0 MR. GLASS DOOR SEE SEPARATE NOA SIDELITE WIDTH 45 1/2' MAX. szrrsZ -sr DOOR WIDTH D OR D' OR U E II tn II SIDELITE WIDTH 45 1/2' MAX. DOOR WIDTH m IIII , liII N H go 11 \ II C3 Lu it \ II 10 43 3/4' MAX. CL TO CL DIM. as complying with the Florida Building Code •. Acceptsneo No iroN A Date 2p By a°° °d°ft DOOR-WINDOWALL TRANSITION MULLION 7F JA11AD AHMAO CML PE 70592 MULLION 'MD4' . A.N. 538 Ix IN -4 I SX INf3 I Ix IN -4 I SX IN" 3 Ix IN -4 SX IN - 3X IN -4 SX IN" 3 Ix IN -4 SX IN" 3 Ix IN -4 Sx" 3INIx IN -4 SX IN" 3 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 12.6757 1110.807214.4788 1 ALUMINUM 6.7195 2.6757 1 ALUMINUM 6.7195 12.6757 STEEL 2.7506 1.2224 STEEL 2.7506- 1.224 STEEL 3.7533 13.5717 Ix ALUUM+ Ir STL X 2.9 14.5467 d0ATWM + be STL X 2.9 14.6962 h UM + b STL x 2. 9 17.6041 G 2y u arowrng no. W1 1 -39 sheet 6 of U tn Z N m o 3 C3 Lu 10 NPO C3 00 m C5 LO aj 3••• 0o8 u 00 M @I r 40 2x W as complying with the Florida Building Code •. Acceptsneo No iroN A Date 2p By a°° °d°ft DOOR-WINDOWALL TRANSITION MULLION 7F JA11AD AHMAO CML PE 70592 MULLION 'MD4' . A.N. 538 Ix IN -4 I SX INf3 I Ix IN -4 I SX IN" 3 Ix IN -4 SX IN - 3X IN -4 SX IN" 3 Ix IN -4 SX IN" 3 Ix IN -4 Sx" 3INIx IN -4 SX IN" 3 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 12.6757 1110.807214.4788 1 ALUMINUM 6.7195 2.6757 1 ALUMINUM 6.7195 12.6757 STEEL 2.7506 1.2224 STEEL 2.7506- 1.224 STEEL 3.7533 13.5717 Ix ALUUM+ Ir STL X 2.9 14.5467 d0ATWM + be STL X 2.9 14.6962 h UM + b STL x 2. 9 17.6041 G 2y u arowrng no. W1 1 -39 sheet 6 of DOOR-WINDOINALL TRANSITION MULLION DOOR MULLION LOAD CAPACITY--PSF 0 OR SMELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD2' JAMB 'JDI' JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' MULL 'MDL' MULL 'MD2' MULL 'MD3' MULL 'MD4' EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (-) INT. (-) INT. (-) INT. (-) 30 36 42 48 54 60 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.4 90.0 90.0 90.0 81.0 90.0 90.0 90.0 30 36 42 48 54 102 1 86.3 90.0 90.0 90.0 80.9 90.0 90.0 90.0 76.2 90.0 90.0 1 90.0 71.9 90.0 90.0 1 90.0 68.2 90.0 90.0 90.0 30 36 42 48 108 69.6 90.0 90.0 90.0 65.4 90.0 90.0 90.0 61.7 90.0 90.0 90.0 58.5 90.0 88.3 90.0 30 36 42 48 114 57.2 86.7 90.0 90.0 53.9 83.6 85.3 90.0 51.0 79.0 80.7 90.0 48.3 74.9 76.6 90.0 30 36 42 48 120 47.8 74.1 78.7 90.0 45.1 69.9 74.4 88.9 42.7 66.2 70.5 84.2 1 40.5 1 62.8 67.0 80.1 DOOR-WINDOINALL TRANSITION MULLION SIDELITE WIDTH SEE CHART MR. GLASS 1/2" MAX. SHIM SPACE 0 OR DOOR do TRANSOM D' OR C4 C5 C3 SEE SEPARATE NOA v E W VWI 89.4 90.0 90.0 85.5 90.0 90.0 81.8 90.0 90.0 30 36 42 48 54 SIDELITE WIDTH SEE CHART JAMB -'JD1' JAMB 'JD2' JAMB 'JD3' MULLION 'MDl' MULLION 'MD2' 85 3/4" MAX. DOOR WIDTH 3" 3" 3" DOOR MULLION ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) MR. GLASS 1/2" MAX. SHIM SPACE HEAD ANCHORS SILL ANCHORS TYPE `C' TYPE C. DOOR do TRANSOM FRAME HEIGHT C4 C5 C3 SEE SEPARATE NOA 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89.4 90.0 90.0 85.5 90.0 90.0 81.8 90.0 90.0 30 36 42 48 54 102 90.0 90.0 90.0 90.0 90.0 90.0 q II III 11 108 90.0 90.0 90.0 90.0 90.0 90.0 86.3 90.0 90.0 82.2 90.0 90.0 30 36 42 48 114 u nln . i• II I h i• p til 79.0 90.0 90.0 30 36 42 48 120 1 11\ Il 80.0 90.0 90.0 11 II 11 I II / II L------ I JAMB -'JD1' JAMB 'JD2' JAMB 'JD3' MULLION 'MDl' MULLION 'MD2' 85 3/4" MAX. DOOR WIDTH 3" 3" 3" DOOR MULLION ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. 1/2" MAX. SHIM SPACE HEAD ANCHORS SILL ANCHORS TYPE `C' TYPE C. WIDTH (W) FRAME HEIGHT C4 C5 C3 30 36 42 48 54 60 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89.4 90.0 90.0 85.5 90.0 90.0 81.8 90.0 90.0 30 36 42 48 54 102 90.0 90.0 90.0 90.0 90.0 90.0 89.9 90.0 90.0 85.7 90.0 90.0 81.8 90.0 90.0 30 36 42 48 108 90.0 90.0 90.0 90.0 90.0 90.0 86.3 90.0 90.0 82.2 90.0 90.0 30 36 42 48 114 90.0 90.0 90.0 87.5 90.0 90.0 83.0 90.0 90.0 79.0 90.0 90.0 30 36 42 48 120 1 89.3 90.0 90.0 84.4 90.0 90.0 80.0 90.0 90.0 1 76.0 1 90.0 90.0 C4' AT HEAD 1 1 r I II I C5' AT HEAD U vz N pp 3 0 z JTJ3 ujS z (0 0M NS * M 000 ClCD N• 2E 03..... 0ZL W kin r cn m co 3" SII 113 C3' AT SILL ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION C4 (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION Ix IN -4 SX IN "3 Ix IN"4 Sx IN" 3 Ix IN -4 Sx IN"3 Ix IN"4 SN IN"3 I: IN"4 Sx IN" 3 Ix IN -4 Sx IN"3 IX W-4 Sx IN -3 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 2.6757 10.8072 f 4.4788 ALUMINUM 6.7195 12.6757 1 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2224 STEEL 2.7506 1.224 STEEL 3.7533 3.5717 a ALUM + M SIL x 2.9 AL 14.5467 la UM + h M x 2.9 14.b9b2 + x Sit x 2.9 17.6041 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS Engr: JAVAD AHMAD CML FLA. PE } 70592 CAN. 3538 ha i 2015 r 0 N C i o oil O A Y ro v drawing no. W1 1 -39 sheet 7 of 12 6090•• 6666•• 0000• 0 0000• 0000. 0.00.0 6606•• 0 0000• TYPICAL ANCHORS TYPICAL ANCHORSSEEELEV. FOR SPACING 1BY SEE ELEV. R SPACING WWOODBUCKS A T—z in d Q 'o • 6, d L .. O DO d4 ". 0O t 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING vi Ln s I Mw L k' E I! ai MV) y U 0= yWj K NN N TYPICAL ANCHORS TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD do SILL 60 INTERIOR FINISHES NOT BY MR. GLASS ILLUSTRATIVE ONLY In in TYPICAL ANCHORS: SEE ELIEV. FOR SPACING TYPE 'A'— 1f4` DIA UL IRACON BY ' CO' (FU=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE_ DISTANCES INTO CONCRETE AND MASONRY = 2-1/2' MIN. L — INTO WOOD STRUCTURE =1" MIN. — — — — TYPE 'B'— 1/4' DW KWIK CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1--1/4' MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3' MIN. L — INTO WOOD STRUCTURE 1" MIN. — — — — — TYPE 'C- 5f16' DIA ULTRACON BY ' -CO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I WITH 1-1/2' MIN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE • WITH 1-1/4" MIN. EMBED INTO CONC. • • • ANCHOR EDGE DISTANCES • L ___ INTO CONCRETE AND MASONRY — 3" MIN. — ..• INTO WOOD STRUCTURE = 1-1/4' MIN. •000 TYPE 'D'— 1f40 DIA. TEKS OR SELF DRILLING S .RFWS Srf (GRADE 5 Irl•, INTO METAL STRUCTURES I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) • • • STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES L— INTO METAL STRUCTURE =1/2=MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. PRODUCTREVISED CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. cu complying wish ft Florida C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Acceptance No (7 Q. Ex ' ou Datc / pJ.p SEALANTS: By Engr! JAVAO AHMAD Miaml do Product Cont PCML 78592 ALL FRAME CORNERS, JOINTS, MULLION S AND PERIMETER OF A.N. 1538 GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tl' 1. 2015 V" ri Z% O W No Qa N OI 0 U. O oOaQQ8 iaL Z f drawing no. W1 1-39 sheet S of 1 1BY WOOD BUCKS d a d JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING 3/8" MAX. SHIM SPACE SEE ELEV. FOR SPACING 0 D.L. OPG. L ANCHORED JAMBS 00 NOT REQUIRE REINFORCING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. p' SEE SHEETS 3 do 4 FOR CAPACITY 1f--- ll FINISHES NOT BY MR. GLASS ILLUSTRATIVE ONLY D.L. OPG. WITHOUT REINF, E SEE SHEETS 3 do 4 FOR CAPACITY EXTERIOR 1/4* DIA. BOLTS WITH NUTS T C fOA 1 f 1 1f •-.-.- --... 3/8' MAX. Z SHIM SPACE 01 W SEE ELEV. FOR SPACING IL JAMB ANCHORS OPTIONAL Q SEE ELEVATIONS a FOR SPACING 0 Ir Q Q IL O a 4 s Z J T7 0 yWeld a• • Q U U3 Z N v 00 STEL REINF_ nSEE SHEETS 3 do rno PdoePiiv 1 /4' MAX. SHIM SPACE n SEE ELEV. 1 FOR SPACING 3 4 Z 01 W IL Q METAL STRUCTURES a 0 Ir QQIL O 0 Z J T7 0 y WeldQ U U3 Z N v 00 W 1 JAMB ANCHORS OPTIONAL d C Z in SEE ELEVATIONS M 3 y FOR SPACING 3 OFC 3 140 O M C. 01 000 o 1 1 • . •— iz Ln qn W V J 00 040000 00 0000 9006 C O N A y No 00 PRODUCT REVISED as complyln8 with dw Flodds Build[%Cod@ AoceptenooNo CML FLA PE / 70592 CAN. 3538 1 28 5 n 0 ap drawing no. W1 1 -39 sheet 9 of 12 0000•• 0000• 0000• 0000•• 0000•• 0000• MIAMI—DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT 1 TRANSOM I I 1 II I I11 I 11 1 I 1` _ rL—_____-" I I I I D.L. OPG. WITHOUT REINF. OG SEE SHEETS 6 do 7 ~~----------- FOR CAPACITY I I J I L MIAMI—DADE COUNTY APPROVED I LARGE MISSILE IMPACT RESISTANT DOOR ; a Ir ------a J _-- L --=-i----_--- va.- L I I c==L__=ad f 7 JIrII `1(- ---- I 1 y- LEAF WIDTH ----- — I 1 STEEL REINF. SEE SHEETS 6 do 7 FOR CAPACITY ' I I I I MIAMI—DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR j L------------ 11 I 1 I L —_---- --y 1 I \ 1 If -I E I II 1 LEAF WIDTH OPG, D.L. OPG. 0 Q ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY ALUM REINF. SEE SHEETS 6 do 7 ter' I FOR CAPACITY I I MIAMI—DADE COUNTY APPROVED I 5 LARGE MISSILE IMPACT RESISTANT DOOR 1 I IJL -------------- y 77-- Ijltl1 a I a v- e I ANCHORS TYPE 'C' LSEE SHEET 7 FOR CAPACITY SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. STEEL REINF. G SEE SHEETS 6 do 7 FOR CAPACITY f I I las comply with ft, MIAMI—DADE COUNTY APPROVED IBuudillgCbdc C5URGEMISSILEIMPACTRESISTANTDOOR Acmpt=0NO, I Dal y r --------- II i.______------ ado Pntdadi II I 1 III1I s ti In 1 I L _ t- -) I L' II --i S -------- ----- LEAF WIDTH Z 0P fi O a d,o 0 a V G 0 ol c" O0Eaa0 ZSn J $ a U Z N v aD A I Ln O Z n3 LLI z 100 O aoN 000 10 N It'o. v m00m W VAD AHMAD CML nE70592 _ N. 538 I v` v drawing no. M5 W1 1-39 sheet 10 Of 12 IFA I OO HOLLOW FRAME 1N" r-1.750 Io 5.000 3.750 I 1A OPEN BACK FRAME 11" 188 125 TYP• 4.000 1. 2.750 i0 O FRAME JAMB/MULLION 1.5781-- O INTERMEDIATE HORIZONTAL 1.786 062 TTP. 1.01001.117 Q GLASS STOP ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES8005 AS REQD. HOLLOW FRAME HEAD/SILL 6005-T5 - tA ESS007 AS REQD. OPEN BACK FRAME HERO/SILL 6063-T6 - 2 ES8004 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 - 3 ES8001 AS REQD. FRAME JAMB/MULLION 6005-75 - 3A AS REQD. DOOR MULLION 6005-T5 - 4 ESS006 AS READ. GLASS STOP 6063-T5 - 5 ESS002 AS REQD. MULLION SNAP -IN MATE 6005-T5 - 6 ESS003 AS READ. SHEAR CLIP 6005-T5 - 7 AS REQD. INTERIOR BULB GASKET VINYL 8 ESS009 AS REQD. SPACER/SILICONE STOP VINYL 8A AS REQD. BUTTON BUMPER SILICONE - 9 10 2/ LITE 3/16- X 1/2- X 2- LONG SETTING BLOCK, AT 1/4- POINTS EPDM OUROMETER 85*5 SHORE A 11 12 X 1-1/2. 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 AS REQD. MULLION STIFFENER 6005-T5 - 13 AS REQD. MULLION REINFORCING CHANNEL STEEL - 14 AS REQD. MULLION REINFORCING BAR STEEL - 094 ITYP. 3.368 3. 71 1 36 5.000 3.750 i0 71.5 8 206 OO MULLION SNAP -IN MATE 3A DOOR MULLION 12 STIFFENER 1.000I_ F1.578 F4 1 156 3.736 TMP 3.229 Q SHEAR CLIP 0 13 STEEL REINFORCING 36 KSI MIN. 0 PRODUCT REVISED os complying with theNiaaridi Building Cods / v. Accsptonee N $ Expintllqu Dato Engr: JAVAD AHMAD CML FLA. PE // 70592 gat,, 1zoi5 n o - drowing no. W 1 1-39 sheet 11 of 121 i z N v 01) w I O D to z 3 " LLJZly ONMGGo Q Q O t 9 fir.... o PINw 2cn O 41N be ON• o f N 0MM c+ n o - drowing no. W 1 1-39 sheet 11 of 121 0000.. 0000•• 0000.. 0000. 0000.. 0000.. 0 0000• M Z a G 0 S II ; L 0 0I G nII , II II b C { O Oj I II I j1 a Q jl ' jl Im y 0Lj3Qli 11 II 5/8.X 1/8. Z cocooc ALUM PLATE A o BENT TO MATCH JOINT O SECURED WITH #8 SMS 3) PER SIDE OF JOINTZ 0 ^ n 5/16 k 1 X 1/8' ALUM ANGLE co 10 BENT 70 MATCH JOINT SECURED WITH X18 SMS N N0Do0OD3} PER SIDE OF JOINT 1 Y) dt0 .••l VV. o 0000Itej) 1& . CIRCULAR OR ANGLED CORNERS tn 'o 0000 12 X 1/2" FH SMS C IA 0 • 12 X 1" m c PH SMS HORIZONTAL CORNER PRODUCT REVISED as complying with iho Flor{dg c al Building Cods j2 o uAacopttumaI itatlon Date 20 c m F ay d ado Pmdl,ec 1 En JAVAD AHMAOr: CM p PE // L C N. •3535 592 c 1 X RECT, OR SQUARE CORNERSA 2 drowing no. DOOR MULLION CORNER 1wi 1 —39 sheet 12 of 12 0000.. 0000•• 0000.. 0000. 0000.. 0000.. 0 0000•