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CC-12-2242Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182926 Permit Number: CC -11 -12 -2242 Scheduled Inspection Date: December 18, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Fine Arts Quad Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CC DOOR CORP Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360010160 -06 Phone: (754)234 -7543 Building Department Comments REPLACE ENTRANCE DOOR AND FRAME TO AC MECHANICAL ROOM Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 182237. Not Ready. No plans or permit posted. NB December 17, 2012 For Inspections please call: (305)762 -4949 Page 21 of 30 —O-taS DING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 pt i J 1'�+Lr, � 7 J L�U�L BY: FB^C20 Cam. Permit No. / 1Z&4 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: rci N e 5 )) 3 0o I(' E 1J A c"e 14,N trorAli 5 bolk-j FL 334 Zip: 33/4 1 City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes NO Miami Dade Flood Zone: OWNER: Name (Fee Simple 1.9 Titleholder): �a r ', ,i l 4 Phone #: 305 9 378, - Address: 1) �3 O0 N t p2Nf� A v p-' City: IN\ 1.0(. 141 t P'p`S State: e ft ell Zip: '33 f Tenant/Lessee Name: Phone#: Email: Phone#: 75-24-3y--79/3 CONTRACTOR: Company Name: /t�� OX, QC Address: 6-35-0 tine -lt S' ; Keca 641-,t/ City: State: F/0 Y` t/t�'/�y Qualifier Name: L__ lil r 1 5 ey State Certification or Registration #: Contact Phone#: 75'4-23 t 7P/3 Email Address: DESIGNER: Architect/Engineer: (Se'. `3/ 3 i 4 . Phone#: '7?3L/`-7S1-C Certificate of Competency #: 06` f35 0114? G.0 d" rW e, rslel 1). nom` • Phone #: Value of Work for this Permit: $ 3'7 o _% Square/Linear Footage of Work: Type of Work: OAddition 61Alteration ONew i• epair/Replace ODemolition Description of Work: Pe pf®i 1 E ci� l d' ex-- 4 ,id cs pie Y"7ri OA 11 tCA 1 Color thru tile: ****** ******* * ** ****** * ** **************F ** ** *********+x*a,******** ******+x+a************ Submittal Fee $ Permit Fee $ . / % Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ®� c� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 appr -i and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 3-1 S� day of ,.(1C 20 y C,� '0wil1, who is personally known to ne or who has produced As identification and who did take an oath. NOTARY c LIC: Sign: Print: My Commissi Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY /eA����� Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/20I2)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOCC61°m,AA TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111111111111111111111111111111111 IIEI 1111 CFN 2012R086,4012 OR Qk 28381 Ps 1502; (1a9) RECORDED 12/03/2012 12 :23 :51 HARVEY RLIVIHP CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Leal description of property and street/address: aa „SCIteei 1 I 3e, Nk. 244 d Ave l�C tel lea I 5ii irre.5 2. Description of improvement' 3. Owner(s) name and address: Interest in property: own e tf Name and address of fee simple titleholder 4. Contractor's name, address and phone number: use 3133 /14 5. Surety: (Payment bond required by owner frompontractor, if any) Name, address and phone number: ,/' Amount of bond $ Lender's name and address: ersons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by on 713.13(1)(a)7., Florida Statutes, me, address and phone number. AMMILZINT 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 3.13(1)(b), Florida Statutes. e, address and phone number: Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) RNNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IP(O�''ROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR )MPROVEMENTS 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 RECORDING YOUR NOTICE OF COMMENCEMENT. nature(s) of Owner(s) r(s)' Authorized Officer/Director/Partner/Manager epared By Prepared By nt Name </Me- % (Wit C Print Name e /Office � � � ,- r, <�Si4e SS or Title /Office ATE OF FLORIDA OUNTY OF MIAMI -DADE e foregoing instrument was By ❑ Individually, or as for Personally known, or ❑ produced the following type of identifica Signature of Notary Public: Print Name: cknowledged before me this 31 5r day of et / . 20a/ FICA 0 PURSUA T 0 SEC Under penalties of perjury, I declare that that the facts stated in it are true, to the Signature(s) of Owne er(s)'s Authorized Officer/Director /Partner /Manager who signed above: By By 123.01 -52 PAGE 3 3tt0 CC Door Corp Location: Barry University Fine Arts Mechanical room door Hi Norm, I am changing out a door and frame at the mechanical room for Fine Arts Building. The new door and frame are the same type as the existing. The frame has a louvered transom and the door is flush. The new door and frame have a hurricane label with NOA. The new frame and door are the same size and will fit in existing opening. If you have any questions, please call me on my cell phone: 754 - 234 -7543 Thank you, Chris Casey CC DOOR CORP. 5350 WEST STATE ROAD 84 SUITE# 5 DAVIE, FL 33314 Name / Address Barry University Attn: Purchase Order Dept 11300 NE 2nd Avenue Miami Shores, FL 33161 Estimate Date Estimate # 7/12/2012 1484 Terms Project 50% deposit/ net 30... Broad Auditorium A... Description Qty Total Location: vt� 445 AC room door RHR 3070 16 ga, galv, Hurricane label steel door frame with transom louver RHR 3070 16 ga, galv, Hurricane label, flush steel door BB 4.5 X 4.5 32D Stainless steel hinges CR441 AL Heavy duty closer AL80PD SAT 626 store room lock set S88BL 17' stick on weather stripping 216 AL 36" door bottom shoe structalite concrete Stucco Latex paint Labor to old door and frame, dispose of old door and frame, fill new frame with structalite concrete, install new frame and door, install transom louver, install above listed hardware, patch stucco around frame, paint door and frame, paint stucco patch and blend into existing. Permitting and Processing and all applicable fees ( budget) 1 3 1 1 1 1 3 2 2 1 1 Total Phone # Fax # E -mail (754) 234 -7543 954 -530 -4694 CCDOOR @COMCAST.NET XFINITY Connect Page 1 of 1 XFINITY Connect ccdoor @comcast.ne + Font Size Your Engineering Express Plan Store Order Confirmation ( #1550) From : Engineering Express Plan Store < office @engexp.com> Subject : Your Engineering Express Plan Store Order Confirmation ( #1550) To : ccdoor @comcast.net Reply To : office©engexp.com Thanks for Your Order Tue, Nov 27, 2012 04:19 PM F Your order ID is #1550. A summary of your order is shown below. To view the status of your order dick here. Shipping Address Billing Address Chris Casey Chris Casey CC Door Corp CC Door Corp 1911 sw 97th ave 1911 sw 97th ave Miramar, Florida 33025 Miramar, Florida 33025 United States United States 754 - 234 -7543 754- 234 -7543 Your Order Contains... Cart Items SKU Qty Item Price Item Total Door - Window- Shutter Wind Pressure Chart ( "ASD Method" ASCE 7- 10, 2010 FBC) (Velocity (mph): 175, MPS - 10-415 2 $7.50 USD Exposure: C, Roof Height: Up to 60 Feet, Kd (Directionality Factor): 1.0 (Miami)) Engineering Express Plan Store http: / /store.engexp.com/ $15.00 USD Subtotal: $15.00 USD Shipping: $3.00 USD Grand Total: $18.00 USD Engineering Express Plan Store is powered by BigCommerce. Launch your own store for free with Big Commerce. http: // web. mail. comcast .net /zimbra/h/printmessage ?id= 550222 &tz= America/New York... 11/27/2012 Construction CTl3 TraQi n Board BUSINESS CERTIFICATE OF COMPETENCY 06BS01168 CC DOOR CORP D.B.A.; CASEY CHRISTOPHER J Is certified under the provisions of Chapter 10 of Miami -D my X X X X X X X X X X X X X X X X X X X MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 1/20/2012 1300/226/001TRAM 0027 -0001 ast Seq. #:0002 WI LBT #:00 615294 -6 ocal Business Tax $86.25 IAMI -DADE COUNTY TAX COLLECTOR OCAL BUSINESS TAX SECTION ' 40 W. Flagler St. - 1st Floor iami, Florida 33130 EMPORARY RECEIPT 012 -2013 LOCAL BUSINESS TAX ocal Business Tax #:00615294 -6 tate /CC #:06BS01168 ssued to: C DOOR CORP ype of Business: PECIALTY BUILDING CONTRACTOR HIS RECEIPT IS ISSUED AS EVIDENCE OF AYMENT FOR YOUR LOCAL BUSINESS TAX R PERMIT. OUR OFFICIAL RECEIPT WILL BE MAILED 0 YOU WITHIN 10 DAYS FROM THE ALIDATION DATE ON THIS RECEIPT. ayment Received as Certified Above iami -Dade County Tax Collector 11/20/2012 1300/226/001TRAM 0027 -0002 Last Seq. #:0002 WI LBT #:11 615294 -6 Local Business Tax $37.50 CK CHANGE $123.75 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 MUNICIPAL CONTRACTOR TAX Local Business Tax #:11615294 -6 State /CC #:06BS01168 Issued to: CC DOOR CORP Type of Business: SPECIALTY BUILDING CONTRACTOR RESTRICTED TO MIAMI SHORES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami-Dade County Tax Collector 08 -14 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 11/07/2012 EXPIRATION DATE: 11/07/2014 CASEY 510530293 BUSINESS NAME AND ADDRESS: CC DOOR CORP 5350 WEST STATE ROAD 84 # 5 DAVIE FL 33314 SCOPES OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - CHRISTOPHER J IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the (fling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 MiAMIi 6 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Quality Engineered Products, Co., Inc. 4506 Quality Lane Tampa, FL 33622 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HMS" Glazed 16 ga Steel Storefront System- Impact APPROVAL DOCUMENT: Drawing No. QEP004, titled "Storefront System(LMI)", sheets 1 through 13 of 13, prepared by manufacturer, dated 06/10/09 and last revised on 10/07/09, signed and sealed by David M. Schonacher, P. E. , bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA# 04- 0218.01, consists of this page, evidence sheet E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGI.ER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33136 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.sov/buildinacode h1IAMI.DADE COON APPROVED NOA No 09- 0617.03 Expiration Date: August 27, 2014 Approval Date: November 04, 2009 Page 1 NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT 0 REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the Quality Engineered Products, Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0218.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. QEP004, titled "Storefront System(LMX) ", sheets 1 through 13 of 13, prepared by manufacturer, dated 06/10/09 and last revised on 10/07/09, signed and sealed by David M. Schonacher, P. E., P. E. B. TESTS (transferred from file # 04- 0218.01) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202. 2) Water Resistance Test per FBC TAS 202 -94 (Not Performed). 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC and TAS 202 -94 Along with marked -up drawings and installation diagram of glazed steel storefront, prepared by Certified Testing Laboratories Inc., Test Reports No(s). CTLA 976W -1, 976W-2, 1976W-3 and 1976W -4, dated December 08,2003, signed & sealed by Ramesh Patel, P. E Note: This test report has been revised by addendum letter dated May 06, 2004 and 09- 15 -09, issued by Certified Testing Lab. Inc, signed & sealed by Ramesh Patel, P. E. C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2007, dated 10- 07 -09, prepared, signed and sealed by David M. Schonacher, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 04- 0218.01) 1. Tensile test report prepared by Certified Testing Laboratories Inc., Test Report No. CTL 1023J (CTL976W 1, 2, 3 & 4), tested per ASTM E- A370 -97, dated December 11,2003, signed and sealed by Ramesh Patel, P. E. 2. Notice of Acceptance No. 07- 1107.08 issued to Dyplast Product, LLC (Former Apache Products Company) for "EPS- Expanded Polystyrene Insulation ", expiring on 01/11/12. 3 Notice of Acceptance No. 09- 0310.02(03 - 1223.04, Farmer Surface Specialties Tech) issued to Cytec industries Inc. for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Stateman letter of conformance and `No financial interest ", dated August 27, 2009, signed and sealed by David M. Schonacher, P. E. 2. Statement letter of compliance, as a part of the above referenced test reports, issued by Certified Testing Laboratories Inc. G. MBAR: 1. This NOA revises & renews NOA# 04- 0218.01, expired 08/27/09. 2. Test Proposal by Q. E. P. dated September 19, 2002, approved by CC j � 104°� . .. j �t °t 14.44.. Isilaq 1. Chanda, P.E. Product Control Examiner NOA No 09- 0617.03 Expiration Date: August 27, 2014 Approval Date: November 04 , 2009 E -1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BEAMED FOR PRODUCT INSTAUAUON. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 5. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. E. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE S MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATE WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WLTH THE FOLLOWING PROPERTIES: A CONCRETE - MINIMUM COMPRESSIVE STRENGTH 0E3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TOASTM C-90, GRADE N, TYPE 1 (OR GREATER). GENERAL NOTES: QUALITY ENGINEERED PRODUCTS STOREFRONT SYSTEM - IMPACT 1. THE PRODUCT SHOWN HEREIN S DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (F8C), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS201 -94 • TAS 202.94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2K FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE FOUNDATION S THE RESPONSIBILITY OF TICE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH TH5 DOCUMENT. 4. THIS PRODUCT S LARGE AND SMALL MISSILE IMPACT RESISTANT APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 2.00° 144 °.00 MAX. FRAME WIDTH 32.00° MAX FRAME WiD 16.00" MAX. O.C. — 2.00" 8.00° MAX. FROM CORNER TYP. CORNER CONNECTION PER SHEET 19 72.00" MAX. FRAME WIDTH 16.00' MAX. O.C. TYP. 8.00° 2.00' 34.00° MAX TRANSOM HEIGHT 2.00° 2.00° 8.00" MAX. FROM CORNER 8.00° MAX — FROM CORNER 16.00° MAX O.C. 8.00" 120.00 MAX. S. DOOR FRAME MATERIAL• GALVANIZED STEEL FRAME HEIGHT 6.00° MAX. 96.00° O.C. TYP. MAX. T 695° 84.00" MAX DOOR FRAME HEIGHT 8.00° .00" 16.00" MAX. O.C. 8.00° MAX \ \FROM CORNER Soddy Saftsourect Anselaele. Saes g TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION & GENERAL NOTES 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - ELEVATIONS & ANCHOR LAYOUTS 4 - LOUVER ELEVATION & DETAILS 9 - CONFIGURATIONS 6 - VERTICAL & HORIZONTAL SECTIONS & GLZ DETAILS 7 - DOOR& FRAME REINFORCEMENTS 8 - VERTICAL SECTIONS 9 - VERTICAL SECTIONS 10 - HORIZONTAL SECTIONS & DETAILS 11 - HORIZONTAL SECTIODS 12 - HORIZONTAL SECTIONS. BILL OF MATERIALS 6 DETAILS 13 - ISO- METRIC VIEWS 8 FROM CORNER MAX J 16.00° MAX. O.C. SEE SHEET 10 6.00" MAX. FROM CORNER 12.00" MAX. O.C. 72.00° MAX DOUBLE DOOR OUTSWING DOOR (INTERIOR VIEW) 8.00° MAX FROM CORNER 16.00° MAX O.C. SEE MULLION BASE DETAIL PER SHEET 2 CESISN PPESSURE RATING (STOREFRONT SYSTEM) WHO* AIR 8WATER INFILTRATION REQUIRSAENTSISWEND VAMP MitA WATER IM'!LTRATIONREQUIREMENTS I$NOENEEDED t".. IMPACT RAMS POSITIVE +60 PSF •60 PSF LARGE & SMALL MISSILE IMPACT RATED NEGATIVE -40 P5F -60 P5F LARGE & SMALL MISSILE IMPACT RATED Q QL ritORUCT RIMMED 1e camp/ring MMaths Florida Building Code 42. �!11tp11RlonDeTe rr MTON a !M)RDL 111[alL" QEP004 SHEET: 1 OF 13 2.00° 144 °.00 MAX FRAME WIDTH 2.00° 2.00' 8.00° MAX FROM CORNER 64.00° MAX 36.00' MAX FRAME WIDTH WIDTH 16.00° MAX 20.00° MAX 2.00° TYP. CORNER CONNECTION PER SHEET 13 34.09° MAX TRANSOM HEIGHT 2.00° 8.00° MAX FROM CORNER 16.00' MAX O.C. 8.00° MAX. FROM CORNER 120.0° MAX. FRAME HEIGHT 62.75° MAX D.L.O. WIDTH 46.75 MAX D.L.O. HEIGHT 18101° MAX O.C. 84.00 °MAX. DOOR HEIGHT 1/2° SLEEVE ANCHOR (3/8' DIA. BOLT) x434° DYNABOLTITW/REDHEAD SLEEVE ANCHOR W/ 1 -718° MIN. EMBEDMENT INTO CONCRETE W/ 3° MIN. EDGE DIST. SEE SHEET U. 84.00 MAX DOOR HEIGHT 8.00° MAX. FROM CORNER 6.04" MAX FROM CORNER 36.0° MAX SINGLE DOOR 12.00° MAX. O.C. 16.00° MAX ,, ,' —SEE MULLION O.C., TYP. 8.00' MAX. BASE DETAIL FROM CORNER, TYP. PER SHEET 2 OUTSWING DOOR (INTERIOR VIEW) 6.00° MAX FROM CORNER Yaw, Sow MULLION BASE DETAIL DESISNPRESSURE WINO (MMN WNITMWEe) WHEREAIR$WATEA IN71L7AATIcN RKWAMENTS IS NESDEb WOW WAVIA AVILIRATIGNREQUIREMENTS IS[#1TNEEDED WS= MACTRATING POSITIVE .60 PSF .60 PSF LARGE 6 SMALL MISSILE IMPACT RATED NEGATIVE .60 P5F -60 PSF LARGE 6 SMALL MT.°+STI F IMPACT RATED REVISIONS Z O 2 PRODUCTRENMWED e+o011195 1g with the Florida Building ode A ,,,;.. ° • 3.03 6toD0 .,,,ry:2Sf7t. Y Division ,••,• o) DolConhDl C1 NO 0 DWG #: QEP004 5 2 OF 13 144 °.00 MAX. FRAME - 2.00° 2.00 8.00° MAX FROM CORNER 34.00° MAX TRANSOM HEIGHT 2.00° 120.00° MAX FRAME HEIGHT 8.00° 3725° 72.00° MAX. FRAME WIDTH 6.00° MAX. 9.C., TVP,+ to �► 1 30.75° Max a° v I DLO. HEIGHT 70.75° MAX. © D.L.O. WIDTH EO�lli _� IC/ © L I' ,a rxt° 67.000 69.5°�l 84.00° MAX. DOOR FRAME HEIGHT 6.00° MAX. FROM CORNER DESTBJORP4tlRO RAMS (STW&FRONTSTSISO 32.00' MAX FRAME WID 16.00° MAX O.C. • g° H I� woe AIR8WATEN IDFRTRATION REQUWEMENT3ISNEEDED WM AIRAWAT6t INFILTPATION REQUIREMENTS TS NOT NEEDED 14155111 IMPACTRATmffi POSITIVE +60 PSF +60 PSF LARGE & SMALL. MISSAE IMPACT RATED NEGATIVE -60 PSF -60 PSF LARGE 6 SMALL MISSILE IMPACT RATED 2.OD° AM1AX. p Q O.C. SEE SHEET 10 CDTH 2.00° - 32.00° MAX. LFRAME WIDTH t8°' ,4 8° I 32.00' MAX FRAME WID 16.00° MAX O.C. • g° H I� . 0 8 30.78° MAX O.L.O. WIDTH 'AT HINGE 36.0( MAX 1 T /.- 8025° MAX. DLO. HEIGHT i %, - -2.00° a00° MAX FROM CORNER TIP. CORNER CONNECTION PER SHEET 13 8.00" MAX FROM CORNER 16.00° MAX SEE MULLION BASE DETAIL PER SHEET 2 OUTSWING DOOR (INTERIOR VIEW) 0.0. 8.00° MAX FROM CORNER 8.00" MAX. FROM CORNER 18.00° MAX O.C., TYP. 8.00" MAX FROM CORNER 16.00° MAX 8.00" MAX. FROM CORNER g 02k Ci 6031XICTRBNEWED pornplying Code Weepterve �, 03 Csmtol DWG M) {EPOO4 SHEET. 3 OF 13 • 2.00° 144 °.00 MAX. FRAME WIDTH —2.00 2.00"- 72.00° MAX FRAME/LOUVER WIDTH i yd,16.00° MAX. O.C. TYP. 32.00° MAX WIDTH, —2.00" 8.00" MAX FROM CORNER 34.00" MAX TRANSOM LOUVER HEIGHT 2.00° 120.0° MAX. FRAME HEIGHT 69.5° DESI NPRESSURR RATING (STOREFRONTWILOUVER TRANSOM) WHERE ASS aWAVER INFILTRATION RORUIRERFNTS ISNODEO WIiEAEAMRAWATER INPILMATION REQUIREMENTS ISSOTNEEOEO MOM s IMPACT AMINO POSITIVE NOT APPROVED *60 PSF LARGE & SMALL MISSILE IMACT RATED NEGATIVE NOT APPROVED -60 PSF LARGE & SMALL MISSILE IMPACT RATED 8.00" MAX FROM CORNER 8.00" MAX FROM CORNER 6° MAX O.C., VP. 48.00 MAX TRANSOM HEIGHT 84.00" MAX DOORFRAME HEIGHT 1 16° MAX O.C., TYP. OUTSWING DOOR (INTERIOR VIEW) 16 GA. CHANNELS FULL PERIMETER BLADES WELDED TO PERIMETERCHANNE. WELDED CORNERS 8.00° MAX J FROM CORNER 16" MAX O.C., TYP. 6.00° MAX 12° MAX FROM CORNER O.C., TYP, 72.0° MAX DOUBLE DOOR 1/2" SQUARE BAR STOCK WELD TO EACH BLADE LOUVER INSERT LOUVER INSERT LOUVER INSERT CORNER DETAIL DETAIL AT DETAIL AT 1/2" BAR STOCK 2" SQUARE TUBE 8.00" MAX FROM CORNER 8.00° MAX. FROM CORNER 16° MAX O.C.. 1 W. MULLION BASE DETAIL PER SHEET 2 2° SQUARE TUBE WELDED TO EACH BLADE " I I+ 1.75" 16 GA. STEEL BLADES 0.375° 16 GA. STEEL BLADES 16 GA. TOP CHANNEL 5//8" X 13/4" 2 16 GA. BOTTOM CHANNEL 0 W 60:74 �J VERTICAL SECTION LOUVER INSERT WEWED TO FRAME 1/2° SQUARE BAR STOCK WELD TO EACH BLADE 2° X 2° 11GA. TUBE WELLED AT TOP OF FRAME 16 GA. BLADES WELDED TO 1/2° BAR STOCK AND TO THE 2" SQUARE TUBE TRANSOM LOUVER INSERT WELDED TO FRAME DETAIL A-4 mower RENEWED as complying nigh tbs Had& Building Coda Aaaapta noa No 3 EOgdmtlonDam 44- Mramt fm,6al Division 6 DWG #: C2EP004 SHEET: 4 OF 13 TYP. MULLION TO JAMB CONN. PER SHEET 13 54.00° FRAME MAX 16° 8° 8° 120.00° FRAME MAX 30,75" DLO. MAX 30.75" DLO. MAX 32.75° O/C MAX TYP. MULLION 32.75" 72.00" MAX TO JAMB CONN. O/C MAX ` FRAME WIDTH 8°PER SHEET 13 I 16" 30.75° D.L.O. MAX TYP. MULLION TO JAMB CONN. PER SHEET 13 30.75° DLO. MAX 3075° DLO. MAX 30.75° D.L.O. MAX ACk v. I J SEE MULLION BASE 1' -'50.00°DLOMAX. -1I DETAIL PER SHEET 2 54.00° FRAME MAX -y 16" O/C MAX, TYP. 8" TYP. 37.00° MAX. 54.00° O/C MAX 16" . .I'11■ 12000° 1117,v 1 MI FRAME 84.00° MAX FRAME MAX 46.75° DLO. MAX 46. DLO. MAX SEE MULLION BASE DETAIL PER SHEET 2 32.75" 0/C MAX 50" D.LO. MAX 37.00° MAX 44.75° DLO. X. ■ ' !84.00" v MAX 44. DLO. MAX. 0.75 SEE MULLION BASE DETAIL PER SHEET 2 MAX a SEE MULLION BASE .� D.L.O. DETAIL PER SHEET 2 MAX 32.75' WA. MULLION 0/C MAX TO JAMB CONN. I I PER SHEET 13 32.75" 3x 0.4."- bLO. -1 MAX 32.75" 32.75" O/C MAX O/C MAX NOTES: 1. ANCHOR SPACING AT HEAD AND SILL TYP. FOR ALL CONDITIONS. 2. SEE MULLION BASE DETAIL 2, TYP. AT EACH VERTICAL MULLION. 16.00" O/C 30.75° D.LO. MAX 30.754 D.L.O. MAX 80.75° D.LO. MAX 120.00° FRAME MAX 30.75" D.LO. MAX 80.75° 84.00" D.L.O. FRAME MAX MAX SEE MULLION Bf SE DETAIL PER SHEET 2 75 D.LO. MAX SEE MULLION BASE DETAIL PER SHEET 2 DEffiGNPRE5 E MArnas(STOAEFRONTSYSIPJa1 wtEaEAm6wA/0 INFArMRON REQUI(@MOOSZNEED® WHfaEam6WIWI4 DNpil1RArtON Nrs X$ r D£D AUMIX OAMArwo POSITIVE .601.51. .60 PSF LARGE & SMALL MISSILE IMPACT RATED NEGATIVE -60 PSF -60 PSF LARGE & SMALL MISSILE IMPACT RATED 30.75° 30.75° 30.75° DLO. DLO. O.L.O. MAX MAX MAX 20.00" MAX SEE MULLION BASE DETAIL PER SHEET 2 30.75° 30.75° 30.75° DLO. bLO. DLO. MAX MAX MAX a 3 REVISIONS PRODUCTBENBWED anomplyhtsvith the Plcdda Bonding p Hof Division e dDl�m ci�ntroDivision z DWG #: QEP004 SHEET: 5 OF 13 3000 P51 MIN. GROUT 1/4° MAX SHIM SPACE EXTERIOR 41/2° X 41/2' HINGE 7 GA. STEEL REINFORCEMENT GLAZING DETAIL A 7 GA. STEEL REINFORCEMENT 2 1/2° MIN. EDGE DISTANCE 3000 PSI MIN. GROUT 17/8 ° MIN. EMBEDMENT FRAME JAMB ANCHOR BOLT EXTERIOR 1/4° MAX GLAZING SHIM SPACE DETAIL 8 INTERIOR 1/2° #6 SMS AT 12° O.C. 1° X 5/8° 18 GA. WINDOW STOPS WI #6 SCREWS 10° O.C. EXTERIOR 3000 P5I MIN. GROUT 17/8° MIN. EMBEDMENT GLAZING DETAIL B PEMKO 303as ITEM #12 /82°/8°-+ — INTERIOR MULLION STRIKE JAMB (SINGLE OUTSWING DOORS) HINGE JAMB (PAIR OUTSWING DOORS) 7/16» OA H5 LAMINATED GLASS CONSISTING OF: /16° HEAT STRENGTHENED GLASS 0.110° LAMINATED BY CYTEC UVEKOL 3/16° HEAT STRENGTHENED GLASS 2/4° #6 SMS AT 10° O.C. EXTERIOR ITEM 13 DOW CORNING #995 SEALANT GLAZING DETAIL B — 11/4° —� I ITEM 13 13/16° DOW CORNING #998 SEALANT 2 1/2° MIN. EDGE DISTANCE 115/16° 2° ►(3/:.. 17/8° MIN. EMBEDMENT FRAME JAMB INTERIOR ANCHOR BOLT 16 GA. CHANNEL SPOT WELD 4° O.C. 1 1/40 MAX SHIM SPACE INTERIOR 2 1/2° MIN. EDGE DISTANCE EXTERIOR GLAZING DETAIL B INTERIOR 1/4° MAX SHIM SPACE ITEM 9 7/160 O.A. H5 LAMINATED GLASS CONSISTING OF 18 GA. STEEL 3/16° HEAT STRENGTHENED GLASS EXTRUSION 01110° LAMINATED BY CYTEC UVEKOL GLAZING DETAIL 3i116 » HEAT STRENGTHENEDGLASS 6 VERTICAL SECTION N RE I NS SILL- CONCRETE/MASONARY PRODUCT RENEWED m auoaRh a Haft Coda EzphatIonAmPtan"Date' 1 L J4 11H3+Ina L=i (MG #: QEP004 SHEET: 6 OF 13 DOOR HINGE STEEL REINFORCEMENT 16 GA. HORIZONTAL & VERTICAL MULLION 16 GAUGE STEEL FRAME DOOR HINGE STEEL REINFORCEMENT DETAIL A 16 GAUGE STEEL FRAME —SPOT WELDS 12 GAUGE STEEL STRIKE STEEL REINFORCEMENT 11/4° PLASTER GUARD 12/24 SCREWS DOOR STRIKE STEEL REINFORCEMENT 26 GAUGE PLASTER GUARD 12 GAUGE STRIKE REINFORCEMENT PLASTER GUARD W/ 16 GA. JAMB 16 GAUGE STEEL DOOR 86 LOCK REINFORCEMENT (12 GAUGE) 12 GA. STEEL HINGE PLATE SPOT WEDS 11/4° DOOR LOCK STEEL REINFORCEMENT nnv► J i ntnc rnECISION 822 REMOVABLE MULLION :qua os Yfa. Sow K z z v Y � k PIODUCT RENEWED es complying tbe PIM& Ehdidlitx Code ExphatIon lg03 DWG #: QEP004 SHEET. 7 OF 13 —SPOT WELDS HAGE2 FEES ../.....- 4(31) /2°x41!2° -+—I 4 7/S° / 7GA. STEEL HINGE PLATE SPOT WELDS I 411 r Ip r q I "../.....--(431/2° O 0 I .✓ L El 1 1/4° x I A —.1 L— _ DOOR HINGE STEEL REINFORCEMENT DETAIL A 16 GAUGE STEEL FRAME —SPOT WELDS 12 GAUGE STEEL STRIKE STEEL REINFORCEMENT 11/4° PLASTER GUARD 12/24 SCREWS DOOR STRIKE STEEL REINFORCEMENT 26 GAUGE PLASTER GUARD 12 GAUGE STRIKE REINFORCEMENT PLASTER GUARD W/ 16 GA. JAMB 16 GAUGE STEEL DOOR 86 LOCK REINFORCEMENT (12 GAUGE) 12 GA. STEEL HINGE PLATE SPOT WEDS 11/4° DOOR LOCK STEEL REINFORCEMENT nnv► J i ntnc rnECISION 822 REMOVABLE MULLION :qua os Yfa. Sow K z z v Y � k PIODUCT RENEWED es complying tbe PIM& Ehdidlitx Code ExphatIon lg03 DWG #: QEP004 SHEET. 7 OF 13 } 3000 PSI MIN. GROUT 3000 P5I MIN. GROUT 1 7/8" MIN. EMBEDMENT t. 17/8° MIN. EMBEDMENT INTERIOR L1/4" MAX SHIM SPACE 1/4° MAX SHIM SPACE GLAZING DETAIL B SEE SHEET 6 INTERIOR 1/4° MAX SHIM SPACE 17/8° MIN. EMBEDMENT GLAZING DETAIL B SEE SHEET 6 T 1 DOW CORNING "I 995 SEALANT VERTICAL SECTION MUWON 7/16" LAMINATED GLASS EXTERIOR 1° x 5/8° 18 GA. GLASS STOP W/ #6 SCREW 10" O.C. 7 LAMINATED GLASS 1° x 8/8° 18 GA. GLASS STOP W/ #6 SCREW 10° O.C. PEMKO 347a ITEM #10 7/16° LAMINATED GLASS EXTERIOR GLAZING DETAIL B SEE SHEET 6 INTERIOR 7/16° LAMINATED GLASS GLAZING DETAIL 8 SEE SHEET 6 EXTERIOR 16 GA. CLOSER REINFORCEMENT INTERIOR GLAZING DETAIL A SEE SHEET 6 #6 SMS AT 12° O.C. e V. • 17/8° MIN. EMBEDMENT 3° MIN. EDGE DISpT. av v. •. 11/4° MIN. EMBEDMENT 111111 Ink D's oo° MIN. G VERTI AL SECTION VERTIC L SECTION p VERTICAL S� i N 2MUUJONS 1MUWON p DOOR AND MUWON EXTERIOR 7/16° LAMINATED GLASS PEMKO 303as ITEM #12 INTERIOR 16 GA. STEEL EXTRUSION PEMKO 68a ITEM #11 EXTERIOR Cii) VERTICAL SECTION MULLION ABOVE DOOR INTERIOR 16 GA. STEEL CHANNEL SPOT WELD 4° O.C. VINYL GASKET EXTERIOR 16 GA. STEEL REINFORCEMENT PEMKO 2005av 11/4° MIN. EMBEDMENT 1/4" ELCO TAPCON • • 3""MTN: • THRESHOLD ANCHOR EDGE DIST. VERTICAL SECTION SRL- CON �JMASONRY PRODUCTRENEWED m complying 6row8h F1oridi %Wm Code e Dim.tua VINYL GASKET 1/4° ELCO TAPCON INSTALLATION ANCHOR eartaimat REVISIONS O a DWG #: QEP004 OF 13 SHEET: 8 3000 PSI MIN. GROUT 1/4" MAX SPACE a" M7N' Eb0E 3000 PSI 17/8" MIN MIN. GROUT EMBEDMENT /GLAZING ✓ DETAIL B GC SEE SHEET 6 16 GA. STEEL CHANNEL SPOT WELD 4" O.C. INTERIOR ":, -.: EXTERIOR 16 GA. STEEL FRIED PANEL WELD PANEL AT CORNERS AND CENTER 16 GA. STEEL CHANNEL SPOT WELD 4" O.C. 1/4" MAX SHIM SPACE . • fbGE 0 9 N VERTICAL SECTION FIXED PANEL AND MULLION 17/8° MIN. EMBEDMENT 1 7/8" MIN. EMBEDMENT 1/4" MAX SHIM SPACE 1 DOW CORNING 995 SEALANT 7/16° LAMINATED GLASS INTERIOR 2° LOUVER INSERT SEE DETAIL SHEET 4 16 GA. CLOSER REINFORCEMENT INTERIOR EXTERIOR 7/16" LAMINATED GLASS GLAZING DETAIL A SEE SHEET 6 #6 SMS AT 12" O.C. VINYL GASKET 1/4° ELCO TAPCON INSTALLATION ANCHOR . . VERTICAL SECTION 11/4" MIN. EMBEDMENT DOOR AND MULLION LOUVER INSERT GLAZING CETAf, B EXTERIOR 16 GA. STEEL CHANNEL SPOT WELD 4" O.C. HOLLOW METAL PANEL WELDED TO STOP AT CORNERS 9 cVERTICAL SECTION FIXED PANEL AND MULLION 16 GA. LOUVER INSERT W. WELDED SQUARE BAR AND TUBE bOW CORNING 995 SEALANT INTERIOR WELDED TO FRAME EXTERIOR 16 GA. STEEL GLAZED DOOR 16 GA. STEEL CHANNEL SPOT WELD 4° O.C. 6" SMS AT 12" O.C. VERTICAL SECTION MULLION W/ LOUVER TRANSOM AND GLAZED DOOR 16 GA. STEEL EXTRUSION a4 IBe.. Ste. 0 W PRODUCT RENEWED es complying with tiro Ftodld$ Building Coda Empty= No71 06 (4•c3 Expiration B ado D Division fu mr kFVISSONS cg DWG#: QEP004 SHEET: 9 OF 13 2" 36° 64° I 2" I 36° 1 2" EXTERIOR 1 0 INTERIOR 14 #6 SMS AT 12' O.C. 3° MIN. EDGE DIST. 3000 PSI MIN. GROUT 3000 P5I MIN. GROUT 1 7/W MIN. EMBEDMENT 1/4" MAX SHIM SPACE 1 7/8" MIN. EMBEDMENT ®HORIZONTAL SECTION MULLION W/ 64" WIDE GLASS Ib n .r 4W4•20S61M olinetaared & Amami. 5.,, 2.es 7 GA. STEEL HINGE REINFORCEMENT s EXTERIOR 12 GA. STEEL. STRIKE REINFORCEMENT 7R HINGE REINFORCEMENT EMENT 5 1 300YPSI MIN. GROUT 17/88 MIN. EMBEDMENT INTERIOR #6 5M5 AT 12" O.C. 12 GA. STEEL STRIKE REINFORCEMENT 3000 PSI MIN. GROUT VI m Z 0 O T HORIZONTAL SECTION QJ MULLION W/ SINGLE DOORS 32" 72 EXTERIOR 1/4" MAX SHIM SPACE 17/8° MIN. EMBEDMENT 32" O 1 O INTERIOR #6 SMS AT 12° O.C. amexawNNm ANmpmcS an.mo u �Wf 6124 NI OtaNir • 8111. DAM fl ProIslonFUE2ftpvabIe sea Egon R Pahs81Worm • • 3000 PSI MIN. GROUT f 3" MIN. EDGE DIST. 3000 PSI MIN. GROUT 17/8° MIN. EMBEDMENT HORIZONTAL SECTION MULLION W/ 72° WIDE GLASS 1/4" MAX SHIM SPACE 1 7/8" MIN EMBEDMENT Il( UCT Rffi•%WRD maomply�Bwhhtb [IotME 3U8Mfl3CW 06I4•o3 belatiOn �,.: , .7A lY DWG #: QEP004 SHEET: 10 o 13 72" EXTERIOR 32° —1 2° � 32" --1 Z° INTERIOR 3000 P51 MIN. GROUT 3° MIN. EDGE DIST. #65M5AT12 O.C. 3000 PSI MIN. GROUT 17/8° MIN. EMBEDMENT GyS) HORIZONTAL SECTION EXTERIOR LOCK REINFORCEMENT, SPOT WELDED 4 ' CE5 1/4" MAX SHIM SPACE 17/8" MIN. EMBEDMENT 5 SHEET 10 INTERIOR PRECISION FL822 REMOVABLE MULLION 17/8° MIN. EMBEDMENT 3000 P5I MIN. GROUT #6 SMS AT 12" O.C. 1/4" MAX SHIM SPACE ®HORIZONTAL SECTION EXTERIOR 3000 PSI MIN. GROUT 3" MIN. EDGE DIST. 1 7/8° MIN. EMBEDMENT LOCK REINFORCEMENT OT WELDED 4 PLACES E ^ DIST. PRECISION FL822 REMOVABLE MULLION 3000 PSI MIN. GROUT 17/8" MIN. EMBEDMENT SEE 5" 20 INTERIOR 7 GA. STEEL HINGE REINFORCEMENT #6 5M5 AT 12" O.C. 3000 P5I MIN. GROUT 3" MIN. EDGE DIST. HORIZONTAL SECTION 1/4" MAX SHIM SPACE 17/8" MIN. EMBEDMENT ROD= RENEWSD kifiding kpitalioa Coda -06 • y 114., 9n". 0 z 0Z LYJ tY A 0 DWG #: QEP004 SHEET. 11 OF 13 3000 PSI MIN. GROUT #6 SMS AT 10" O.C. MARK QUANmwy 1 1 2 3 2 0 BILL OF MATERIALS DESDRPRON 18 OA. MEIMUM 140A. MAX STEEL HEAD/JAMB/MU FRAME 180A. MRNIDMUM 140*. MAXSTEEL DOOR, Fy =49Iei130L HAGER HNDEB 881279 4112' x 0.134' 4 1 5 SEE ELEVATION a 2 7 AB REQUIRED 8 8 1 AB REQUIRED 10 PEMKO 2008SYTH RESHOLD 112" DIA. DVNABOLT ITW /REDHEAD SLEEVE ANCHOR I1I8' DLA.13TSL1)X4112" SLEEVE ANCHOR WO 3M" OA. WELDED PIPE SLEEVE W/ 1 -718• MIN. EMBEDMENT & 3° MIN. EDGE DISTANCE PRECISION HAND'NARE RIM EI0T DEVICE 110 2100 VO F1.022 REMOVABLE MULLION (DOUBLE DOORS) EPS POLYSTRENE FOAM CORE BY APPAL E PRODUCTS VW CURRENTNOA PRECISION S22IKR822 REMOVABLE MULLION (DOUBLE 00092) 2118` LAMINATED CLASS (8/18° HEAT STRENGTHENED GLASS • 0.110" UVEKOL INTERLAYER BY CYIEC, LAMINATED BY WEST TAMPA GLASS 3118" HET STRENGTHENED GLASS) PEMKO 347A TOP DRIP 11 2 12 3 13 4 AS REQUIRED PEMKO 08A DOOR TOP WEATHERSTRIP PEMK0303AS WEATHERSTRIP DOW CORNING 0898 STRWTU8AL BRJCONE SEALANT AS REQUIRED 18 GA MINMUM 14 OA. MAXSTEELHORI20NTAL 8 VERTICAL MUWON LOUVER INSERT WELDED CORNERS, 1/2" BARSTOCK & 2' TUBE EXTERIOR #6 SMS AT 10" O.C. 8" 24° 2" X 2' 11 GA. TUBE WELDED AT STOP OF FRAME 17/8" MIN. EMBEDMENT 3000 PSI MIN. GROUT 6 GA. STEEL FIXED PANEL 8° B° 8° 8" 24' 24" 1/2" SQUARE BAR STOCK WELDED TO EACH BLADE INTERIOR HORIZONTAL SECTION MULLION W/ LOUVER INSERT FIXED PANEL WELDED TO FRAME AT CORNERS AND CENTER EXTERIOR 1/4' MAX J SHIM SPACE 17/8° MIN. EMBEDMENT #6 SMS AT 12° O.C. 16 GA. STEEL GLAZING TRIM 11/2• 16 GN. STEEL TOP CAP 1 8/8° 7/8° 16 GA. STEEL TOP CAP & BOTTOM CHANNEL. 10/8° 1-11_ 3/8" 11/4° 3° 16 GA. STEEL MIN. STEEL CUTOUT EDGE REINFORCEMENT DIST. 11/4" 17.1 1/4" 13/16" E J T 16 GA. STEEL STEEL CUT OUT REINFORCEMENT 1 1J 8" M N— EMBED-MEN- 1 ED PRECISION FL822 0 7 GA. STEEL HINGE REMOVABLE MULLION SEE SHEET 10 REINFORCEMENT INTERIOR HORIZONTAL SECTION 3000 PSI MIN. GROUT 3° MfTL EDGE DIST. 1/4" MAX SHIM SPACE 17/8" MIN. EMBEDMENT PRODUCT MEMO 82 emptying with the FtoiXda Aseopt,neo No $434 Iloaf7atoi DWG #: QEP004 SET' 12 OF 13 TYPICAL MULLION TO MULLION CONNECTION ani•1nsla i• VJ.IAC DIAl }nw VP1 OCI -13 b1': S: 31' TYPICAL MULLION TO JAMB CONNECTION TYPICAL CORNER CONNECTION 944m414. gm, Am. m REVISIONS 0 PRODUCT RENEWED es 9MB with Um rtmm. Batiks Code No Ltspiratton Orfallhal �W6 # ( ...4 E30043