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CC-12-1331Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 182539 Permit Number: CC -7 -12 -1331 Inspection Date: December 21, 2012 Inspector: Bruhn, Norman Owner: DE LA ROSA, TANYA Job Address: 9713 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)756 -6110 Parcel Number 1132060134220 Phone: (954)454 -1948 Building Department Comments NEW STOREFRONT AND FRONT FACADE AND NEW WINDOWS AND DOORS IN REAR FACADE. NEW WALL FINISHES. Infractio Passed Comments INSPECTOR COMMENTS False PaSSe;, azio Inspector Comments CREATED AS REINSPECTION FOR INSP - 182493. provide revision. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department r DEC 1121Z 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PER1VIII APPLICATION Master Permit No.er,l a-- [ 331 FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): C5 j),,•A L Phone #: Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: t ✓ 14 G• City: Miami Shores County: Miami Dade Zip: 3 3 [ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: P'E' Z �� v U C i-1, 0 h Phone #: 3 0 r-- CZ" / q 7:2 Address: .24 t i P c,%4 (Q.. j City: PR Clot ( f X State: _F I ' Zip: 3 3 ®O f C� Qualifier Name: ✓A 1 L IL I t Si'e 1 `-1 Phone #: ?��''Ll' L4 t° ' t( L (s- State Certification or Registration #: C ' . C ( (4'' 7 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ \ ) Square/Linear Footage of Work: Type of Work: Address Alteration Description of Work: eVl�' lot.■ O tc. cc_Ccl New ORepair/Replace COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee **nr, *********** * **,* * * * ** * * * * * ** * * * *** * ** * * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Demolition TOTAL FEE NOW DUE $ 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 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 ,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: Contractor The foregoing instrument was acknowledged before me this day of / 7 , 20 /2s 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 • LAURA FARLEY MY COMMISSION # EE53276 EXPIRES: March 16, 2015 iaaa" TARy P. Notary Discount MOOR CO. ************ *** * * * * * * * *** t******* ***** * * * ** * *** ***** **#*** *** *fir ** * * * * ** * ** * ** ** APPROVED BY Plans Examiner Structural Review (Revised 07/1 0/07)(Revised 06/1 0/200 9)(Revised 3/15/09)(rev6/4/10) On /1- ,26 /.Z Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182539 Permit Number: CC -7 -12 -1331 Scheduled Inspection Date: December 21, 2012 Inspector: Bruhn, Norman Owner: DE LA ROSA, TANYA Job Address: 9713 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)756 -6110 Parcel Number 1132060134220 Phone: (954)454 -1948 Building Department Comments NEW STOREFRONT AND FRONT FACADE AND NEW WINDOWS AND DOORS IN REAR FACADE. NEW WALL FINISHES. Infractio Passed Comments INSPECTOR COMMENTS True 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- 182493. provide revision. NB Co December 20, 2012 For Inspections please call: (305)762 -4949 Page 4 of 5 Miami Shores Village Building Department ,,10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` d 1 I it Tel: (305) 795.2204 Fax: (305) 756.8972 1Z i INSPECTION'S PHONE NUMBER: (305) 762.4949 LDING PERMIT APPLICATION Permit Type: BUILDING wa JOB ADDRESS: ! f C .t 3 'AZ Z- A V - City: Folio/Parcel #: Miami Shores Is the Building Historically Designated: Yes C EIVED JUL 18 2012 FBC 20tC Permit No. CC - 12 - 13 3 \ Master Permit No. ROOFING County: Miami Dade Zip: 1 .P1? OWNER: Name (Fee Simple Titleholder): 0 1),...4.. t t 5 C Address: I I I P C.'- 1 ✓ City: (Gt.. Gt4'� � � �te: � !` Tenant/Lessee Name: t i C•t V' IC—S. Email: V W. eh LT / o I.d Flood Zone: Phone #: > 04- ?IL P O° Zip: 3 3 /3r` Phone #: CONTRACTOR: Company Name: frt.- F G k S7'f%C`t1 O a./ Phone #: 3 as---5 2.5' Address: a- (e Cl ppP , City: �Q W(.1 �0 1� ?CC_ State: Fl Zip: 3 040 9 Qualifier Name: _,1 luJ (C-4 L S. t 6! Phone #: State Certification or Registration #: C-- O(Q 0 5 6 c Certificate of Competency #: Contact Phone #: Email Address: F14 co t-k AOC.,+ C t7„...“' DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: "fi°V Type of Work: ❑Addition ❑Alteration UNew ORepair/Replace ❑Demolition Description of Work: Kr,-4:---1 1 n' 'r Color thru tile: x****** *** * * * * ** ***** * *** ***** * ******* *Fees* ** *** * **, ray ** r* * ** * **** r*** * * ** ** ** ***** **** Submittal Fee $ 5 C .00 Permit Fee $ ,(7 a CCF $ CO /CC $ Scanning Fee $ A I a Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 s en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of b approved and a rei pection fee will be charged. Signature L Signature Contractor The foregoing ' • strument was acknowledged before me this day of `.' ©` , 20 '1 — by er or Agent The foregoing instrument was acknowledged before me this day of 11 5iJKC., 200- , by wn to me or who has produced w As identification and who did take an oath. NOTARY PUBLIC: Sign: CCOPLCA Print: My Commission Expir EY MY COMMISSION # EE53276 life EXPIRES: March 16, 2015 14043.NoTARY Fl. Notary » Assoc. Co. me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi ***, r*, r*****, rar*** *** * *,rar******** ************+ter**** * *** *** * ** *, *** ** * ***** v**** **** * **** rat * ** *,r***** * * ******** APPROVED BY CF27.2M4lans Examiner *411 'tructural Review (Revised 5/2/2012XRevised 3 /12/2012XRevised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) .16( (2- Zoning Clerk Permit No: z ® 433/ Job Name: 97/3 /4 Z 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 P/10 cJ'sle 0'0 /2/1, Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Jorge Rodriguez 305 - 795 -2204 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000 Resistor" Aluminum Storefront/Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. AD11 -20, titled "Resistor 3000 Storefront Wall - LMI ", sheets 1 through 11 of 11, dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1110.03 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govioera/ MIAMI•DADE • NW APPROVED NOA No. 11- 1117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11 -20, Sheets 1 through 11 of 11, titled "Resistor 3000 Storefront Wall - LMI ", dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 3000/L -3000 aluminum window wall system, prepared by Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5893, dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA# 09- 1110.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 3000/L -3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09- 0122.06) 3. Test reports on Safety Glazing Materials per ANSI Z97.1 -1984 and CPSC 16 CFR 1201 of series 3000/L -3000 aluminum window wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09- 0122.06) 4. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL -3398, dated 12/10/03, signed & sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA# 03- 1211.08) Manuel P = E. Product Control iner NOA No. 1 = 17.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E -1 a r Trullte Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum Window Wall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL -3363 dated 04/24/03, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA# 03- 1211.08) 6. Test reports on: 1) Large Missile Impact Test PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Reports No. FTL -3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA# 03-1211.08) 7. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA# 03-1211.08) 8. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA# 03- 1211.08) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and 2010, dated 09/04/09, updated on 11/14/11, prepared by MCY.Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300 -04 Manuel e Product Control E r NQA No. 11- .03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E -2 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas +I Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia, Inc. for their " Saflex HF Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS 1. Notice of Acceptance No. 09- 1110.03, issued to Arch Aluminum & Glass Company, Inc. for their Series "Impactwall 3000/L -3000" Aluminum Window Wall System — L.M.I., approved on 03/31/10 and expiring on 03/18/14. Manuel Pere P. roduct Control Examin NOA No. 11-1117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E -3 DEPARTMENT 01? PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200 Deerfield Beach, Fl. 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Resistor Series 350 Medium Stile Impact" Outswing Aluminum Storefront/ Curtain Wall System Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 11 -190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 1110.04 and consists of this page 1 and evidence pages E-1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAM —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315 -2599 www.mismidade.gov/perat NOA No. 12- 0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Page 1 Trulite Glass & Aluminum Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.'s 04-1208.01 and 09- 0105.01) 2. Drawing No. 11 -190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5767, dated 11/06/08, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 09- 0105.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4264 and FTL -4184, dated 06/18 and 08/03/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 1208.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by the EngCo Inc., dated 12/19/08, signed and sealed by Pedro M. De Figueiredo, P. E. (Submitted under previous NOA No. 09- 0105.01) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E -1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 12 -0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Trulite Glass & Aluminum Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/17/13. 3, Notice of Acceptance No. 11 -0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated 12/08/11, signed and sealed by Pedro M. De Figueiredo, P. E. 2. Certificate of name change amendment dated 07- 27 -11, issued by The State of Delaware for Arch Aluminum Glass, LLC to Trulite Glass & Aluminum Solution, LLC, signed by Jeffery W. Bullock, Secretary of State.. 3. Florida Dept of State, listing dated 02/03/10 of Trulite Glass & Aluminum Solution, LLC (Foreign Ltd. Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 4. Laboratory compliance letter for Test Report No. FTL -5767 issued by Fenestration Testing Laboratory, Inc., dated 11/06/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted Under NOA.No. 09-0105.01) 5. Laboratory compliance letter for Test Reports No.'s FTL -4184 and FTL -4264 issued by Fenestration Testing Laboratory, Inc., dated 06/18 and 08/03/04, both signed and sealed by Edmundo Largaespada, P. E. (Submitted Under NOA No.04-1208.01) G. OTHERS - 4. Notice of Acceptance No. 09- 1110.04, issued to Arch Aluminum & Glass Co., Inc. for their "Series Resistor Impact Medium Stile Outswing Aluminum Storefront Door — L.M.I.", approved on 03/17/10 and expiring on 03/17/15. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 USER INSTRUCTIONS; — 1. DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Pd) AS PER ITEM 4 OF GENERAL NOTES, SHEET 1. " 2. VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3. VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1/1A, SHEET 2 IS GREATER THAN Pd. _ 4. VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd. - 8. VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 8. INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. • GENERAL NOTES: 1. CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE _ WITH THE FLORIDA BUILDING CODE 2007 /2010 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) - 2. DEFINITION: THIS PRODUCT IS AN SERIES 350 MEDIUM DOOR WITH - LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. - 3. POSTING: "RESISTOR SERIES -350 MEDIUM STILE IMPACT DOOR' TRULITE GLASS & ALUMINUM SOLUTION. '-- DEERFIELD - BROWARD COUNTY - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED° 4. DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5. MATERIAL: ALL ALUMINUM PARTS TO BE 8083 -T8 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS - SPECIFIED ON, THIS APPROVAL. ▪ 6: FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS APPROVAL DRAWING. UBE:.X( SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AFIL`Ht1' 'ECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. S. 33 1/354 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.8 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. L 72' MAXIMUM DOOR OPENING TYPICAL ELEVATIONS --1 42° MAXIMUM DOOR OPENING 72° MAXIMUM DOOR OPENING 42' MAXIMUM DOOR OPENING o W N 0 XX- PAIR DOOR X - SINGLE DOOR XX - PAIR DOOR WITH TRANSOM 1 72° MAXIMUM DOOR OPENING XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT I CURTAIN WALL FRAMING / 1 1 I 9T II 1 X- SINGLE DOOR WITH TRANSOM OPTIONAL MID PANEL G '! 42' MAXIMUM k_ DOOR OPERINO X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT! CURTAIN WALL FRAMING 800 FAIRWAY DRIVE, Sung 200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 t. 854- 724 -2083 PRODUCT: • RESISTOR SERIES 350 Medium $tile Impact Door REVN ©Resistor P800800 008108 DATE /REMARKS ENGINEER ',Exi.g -(Ou 411tr. CA 8118 5595 ORANGE DRIVE SUITE 201 DAVIE, FL. 39314 ENGCOOAOLCOM STAMP011$4.DE FI(0j 't4.NO.'2609 44 0 -o STA! IF rt. , �ta4/tO PRODUCT CONTROL APPROVAL: PRODUCT REVISED 80 8015917185 with this Florida 9 Building so Codo No 880., 0 DRAWN: TRULRE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 1 OF 13 TABLE 1- ALLOWABLE DESIGNED PRESSURES FOR DOOR GLAZING TYPES: ITEMS DESCRIPTION ALLOWABLE PRESSURE (PSF) 131 7/16' LAMINATED W/ (2) 9/16' HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER 185 02 7/18' LAMINATED W/ (2) 3/18° HS ;GLASS LITES WITH 0.09 SENTRY GLASS PLUS INTERLAYER 988 Q3 7/18" LAMINATED W/ (21.3/16' HS GLASS LITES WITH 0.08 SAFLEX III6 (KEEPSAFE) INTERLAYER 980 ITEMS DESCRIPTION ALLOWABLE PRESSURE (PEE) G6 8/18' LAMINATED W/ (2) 1/4° HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER 986 GB 9/18 "LAMINATED W/ (2) 1/4' HS GLASS LITES WITTH 0.08 SENTRY GLASS PLUS INTERLAYER 186 G7 9/16° LAMINATED WI (2) 1/4" HS SLABS LITES WITH 0.09 SAFLEX me (KEEPSAFE) INTERLAYER 186 TABLE 2- ALLOWABLE DESIGNED PRESSURES FOR HARDWARE CONFNG: TABLE 3- ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: ITEMS ITEMS LOCATION DESCRIPTION SUPPLIER ALLOWABLE PRESSURE m n 4a o !P.: HI HINOE STILES ALUMINUM ROTOR HINGE HAGER ±85 H2 TOP, MID & BOTTOM PIVOT JACKSON /IVES H3 4 1/2° STEEL BUTT HINGES REGENT H4 4 1/2° BRASS BUTT HINGES HAGER R ° L1 ACTIVE STILE 3 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR ADAMS RITE X85 L2 INACTIVE STILE 2 POINT LOCK OPERATED ON INTERIOR WITH THUMB TURN 0 o EAND E P1 ACTIVE & INACTIVE STILES 2 POINT LOOK OPERATED ON INTERIOR W/ 888 DEVICE ADAMS RITE X70 P2 2 POINT LOCK OPERATED ON INTERIOR W/ 1490 DEVICE AND KEY ON EXTERIOR ODOR- O- MATIC' P3 2 POINT LOOK OPERATED ON INTERIOR W/ 1086 DEVICE KEY ON EXTERIOR JACKSON — P4 2 POINT LOCK OPERATED ON INTERIOR 6/ 2056 DEVICE AND KEY ON EXTERIOR JACKSON PS 2 POINT LOCK OPERATED ON INTERIOR W/ 9847 DEVICE AND KEY ON EXTERIOR VON DUPRIN TABLE 3- ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: ITEMS DESCRIPTION ALLOWABLE PRESSURE (PSF) SF1 1 1/4 °x 4 1/2' 3000 SERIES IMPACT X 80 SF2 2 1/2 °x 6° IFS 6000 SERIES IMPACT t 86 • TABLE 4- ALLOWABLE DESIGNED PRESSURES DOOR OPENING 72998 42x88 36596 PRESSURE 1 188 980 '186 PRESSURE 2 970 NA 970' BASED ON WATER INFILTRATION GENERAL NOTESt 1. PRESSURE 1 INSTALLED AT LOCATIONS. PROTECTED BY A OVERHANG MEETING CRITERIA AS PER ILLUSTRATION °Z° OR IN NON - HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. 2. PRESSURE 2 IS FOR UNITS MEETING THE WATER INFILTRATION REQUIREMENTS AND FABRICATED AS PER SECTIONS 2, 2A, 28, 3 AND 8 WITH ITEMS 12, 19, 14, 16, 18 & D7A AS PER SHEET.9. ILLUSTRATION °Z° BILL OF MATERIALS MISCELLANEOUS DOOR COMPONENTS: ITEMS PART B. DESCRIPTION MATERIAL SUPPLIER /REMARKS 1 V2104 GLAZING TAPE 1/2x1/8 FOAM TAPE NORTON 2 996 GLAZING SEALANT SILICONE DOW CORNING 3 H -85 BULB WEATHERSTRIPPING EPOS VARIES 4 H- 831801 WEDGE -IN GASKET EPOM VARIES 6 V2100 GLAZING TAPE 3 /8x1 /4 FOAM TAPE NORTON 8 H -82D SETTING BLOCK EPDM /VARIES 7 S -PILE PILE W'STRIPPING - *SCHLEGEL ' 8 - BULB W'STRIPPING VINYL PEMKO 9 - PULL HANDLE 0 42 1/2° 6083 -T8 TRULITE 10 - PUSH BAR 0 42 1/2" 6063 -T6 TRULITE • 11 TR98 3/8° THREADED ROD W/ NUT 8083 -T6 TRULITE 12 •347A TOP RAIL RAIN CAP 6063 -T6 • PERKO 13 88AR TOP RAIL RAIN CAP 8083 -T6 PEMKO '14 348AV BOTTOM RAIL SWEEP 8063 -T6 PEMKO 16 209V BOTTOM RAIL SWEEP 6063 -T6 PERKO 18 H366` ASTRAGAL 6063 -TB PERKO 17 - 3/16' ALUM. ANGLE 6063 -T8 TRULITE 18. 26203 INT. TIE ROD REINF.PLATE 8083 -T6 TRULITE 18 - EXT. TIE ROD REINF.PLATE 8083 -T6 TRULITE 20 1108 BASE ANCHOR 6063 -TO TRULITE NOTE:1- ITEMS OS 810 AND MID PANEL ARE OPTIONAL. FRAMING & DOOR PARTS (MANUFACTURED BY TRULITE ITEMS PART 0 DESCRIPTION MATERIAL F1 3001 DOOR HEADER /TRANSOM /JAMB 8063 -T6 F2 3000 DOOR HEADER /JAMB 6083 -TO F3 1012 ALTERNATE DOOR HEADER 6083 -T6 F4 3004 SHEAR BLOCK 8083 -T6 F5 3003 GLASS STOP 8083 -TO F8 50512 DOOR JAMB 6063.76 F7 50513 DOOR HEADER /TRANSOM /JAMB 6063.76 F8 50506 SIDE LITE FILLER 8083 -T8 F8 3008 GLAZING ADAPTER 8083 -T8 F10 3009 FIXED LITE STOP 8083 -T6 F11 AOA881 FLAT POCKET FILLER 8083 -T6 F12 98424 SHEAR BLOCK 6083 -T6 F13 61513 DOOR JAMB / HEADER 8083 -T6 D1 AGA -150 ACTIVE STILE 8063 -T6 02 ABA -156 INACTIVE STILE 6083 -T6 D3 AGA -73 HINGE STILE 8083 -T6 D4 ABA -152 6° BOTTOM /TOP /MID RAIL 8083 -T6 D4A AGA -69 7 1/2° BOTTOM RAIL 8083 -T5 D4B 36131 10° BOTTOM RAIL 6083 -76 DS AGA -5 3 1/2' TOP /MID RAIL 6083 -TB DB 1040 4 °X1/2° SADDLE THRESHOLD 6063 -T6 D7 2005A 5 °XI /2° BUMPER THRESHOLD 8083 -T6 DTA 1042 4'X1 /2' SADDLE THRESHOLD 8083 -T6 . DS 1048A STD DOOR STOP 8083 -T8 D8A AGA -95 DOOR STOP 6083 -T6 DB9 H87 DOOR STOP CLIP SS 301/308 D9 3008 EXTERIOR GLASS STOP 6083 -T6 OSA 3005 INTERIOR GLASS STOP 8083 -T8 4Truirte ULASS& ALUMINUM SOLUTION$° I°HpVMww.UUOIe.Cnm - 800 FAIRWAY DRIVE, State 200 DEERFIELD BEACH, FL 33441 p. 800-432-&1321 L 834- 724.2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door *Resistor P000001 &SSlee REVN DATE/REMARIts ENGINEER: xt (III .J nr. CA 8118 6685 ORANGE DRIVE SUITE 201 DAME, FL 33314 DE HO ENCaCO al O��ao p°* ta0 : p`..S ,' Foo No. 2609 i * J( i X01'. S '-11 AV .% PEDRO' F#BflE°REDO PE 52809 PRODUCT CONTROL APPROVAL PRODUCT REVISED complying 1libBmFlordII O Acceptance No 41117 adePloduotCentro DRAWN: TRULRE DATE: 10.10.11 DWC: 11 -190 DRAWING No: 2 OF 13 U4 N M 16 AX °OC 2 CLUSTERS OF 2 ANCHORS AT 3 °OC TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT 1MAX 16 °OC� A °� J CL STEROF MAX. 4 ANCHORS 12 °OC AT 4 PO.0. 72° MAXIMUM DOOR OPENING X010 PAIR DOOR WITH TRANSOM MAX 16 °0C 42' MAXIMUM DOOR OPENING wo SINGLE DOOR WITH TRANSOM TYPICAL ANCHORS TYPE DESCRIPTION MIN. E.C. A #14 SS WOOD SCREWS OR 1/4° TAPCONS W/ 1 1/2° EMBED. INTO WOOD (813=.88) 1° B 1/4° TAPCONS W/ 1 1/4° EMBED. INTO MASONRY 2.1/2° 0 1/4 -14 GRADE 8 SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8° MIN. 8083 -T8 ALUMINUM OR ASIA! ASS STEEL) 314° . • E.D. - EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS XX - PAIR DOOR CLUSTER OF 4 ANCHORS MAX AT 4 i °O.C. 12 }°OC ---I aH I----I re ip 7 9507180 crass DWR HINGE ♦ � 3 i 3xLt 7 CLb—STE IOF IM.1 4 ANCHORS 121 °00 AT 4 PO.C. 72° MAXIMUM DOOR OPENING 8 X - SINGLE DOOR 4P-1 —116°00 rn 4 i HEASSH % DOOR BIHOE v 'y\ S `\ Batt \ MAX 16 °0C 42° MAXIMUM DOOR OPENING GTruslite OLABR 8 ALUMINUM BOUIIIOI49• hSI S/www.Wlte.csm BOO FAIRWAY DRIVE, Sing 200 DEERFIELD BEACH, FL 33441 p. 50043341321 t 904724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door GResistor PROPUOT BURIES REVN DATE/REMARKS ENGINEER: Flog{!. ,tJtu-. CA 8118 8898 ORANGE DRIVE SUITE 201 DAVIE. FL 33314 ENGOO@AOLCOM s '°O .7 AN ,JC1,11nBR,,C�IA�7pG, / l Ai PRODUCT CONTRI AQIW6VAt.: PRODIICTRUVISSD as complying with Om Florida Building Colo �I►�'��0; AGG..�: No Micro DRAWN: TRULITE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 3 OF 13 TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID MIAMI -DADE NOA rEt 44 !ti • I //////- SEE STOREFRONT NSA FOR ANCHOR 8PECIFI9 II JJ MAX. 12. °0C 72° MAXIMUM DOOR OPENING JJRC� SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPICAL ANCHORS USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID MIAMI -DADE NOA SEE STOREFRONT NSA FOR ANCHOR SPECIFICATIONS ;% u a O a a) SEE XX DONFIS. MAX 16 °OC 36° MAXIMUM DOOR OPENING SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPE DESCRIPTION MIN. E.D. A , 014 88 WOOD SCREWS DR 1/4° TAPCONS W/ 1 1/2° EMBED. INTO WOOD (SG =.56) 1° B 114° TAPCONS W/ 1 1/4° EMBED. INTO MASONRY 2.1/2° 0 1/4 -14 GRADE 5 SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8° MIN. 8063 -T8 ALUMINUM OR ASTM A36 STEEL) 3/4° E.D. - DENOTES EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS GTrulite GL SS S AUJMSLUMEOWTION8• h5p / /www.huiINe.cmn 800 FAIRWAY OWIVS'Suha 200 DEERFIELD BEACH. FL 33441 µ500. 432.813211.961.724.5083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door •Resistor PS'ODUCT BEBiES REVN DATE/REMARKS ENGINEER: ErriaTri CA 8115 5595 ORANGE DRIVE SUITE 201 DAME. FL. 33314 ENGCO@ZAOLCOM STAMP, i'u v •DE F( -O: 2609 ° o ler°4 . U -. °111 PRODUCT CONTROL APPROVAL• PRODUCT REVISED. • as complyiDewith Ow Florida Building Cad IV, 4 0154 ACOCSSMOONO DRAWN: TRUUTE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 4 OF 13 g a9 E.D. TRANSOM DETAILS WITH IFG 5000 FRAMING ANCHOR TYPE A,8 DR 0 SEE ELEVATIONS FOR QTY. AND SPACINQ °TRANSOM OPTION 812- 24X3/4° PH3MS 2 PER CLIP 1/4- 204/4' PHSMS 2 PER CLIP I EXTERIORI INTERIORI TYPICAL 912- 24x3/4' FHSMS © • 4' FROM ENDS & 12' OC G6 r- L.PgL3 .'[I Qlll DS oz. GEM 012- 24x314' FHSM8 2 PER CLIP LEM 1/4- 20x3/4° PH3M3 2 PER CLIP HEADER TRANSOM OPTION (E.D.) MIN. EDGE DISTANCE TRANSOM DETAILS WITH IFG 3000 FRAMING ANCHOR TYPE A,B OR 0 SEE ELEVATIONS FOR QTY. AND SPACINQ /1 TRANSOM OPTION 2A 28 HEADER TRANSOM OPTION HEADER TRANSOM OPTION 91202 PERMS 8 1/2' FROM ENDS & WOO —) N 210x 3/4' P23MS S° FROM ENDS & 10° 0C NOTES: 1- DS DOOR STOP ANCHORED TO STEEL CLIPS D88 SPACED AT 4' OC. 2- STEEL CLIPS DES ARE ANCHORED TO HEADER WITH ONE 010. 24X1/2 PHMS GTrUIite 01LA88 & ALUMINUM SOLUTIONS. Mtp:/ /www.UuIlle.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432.813211.834 - 724.2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door GResistor PRODUCT 000155 REVN DATE /REMARKS ENGINEER: +,Extx as Jxtr. CA 8118 5885 ORANGE DRIVE SUITE 201 DANE. FL. 33314 ENOCO@AOL.COM 'STAMP: /alrpa�nar �� Or. D • '„1C'NcSF.F�" * ( ice? srArto d' PRODUCT COff1a12& APPROVAL: PRQDUOTREVISED a3 complying with tho Vlorida e'� l3wldinICada 12-olt I.0S I nt03 :�I /ii l ep( • DRAWN: TRULRE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 5 OF 13 (,:,,,HEADER OPTION 1 ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING DMI ODOR OPENING - 96° TYPICAL DOOR PANEL HEIGHT - 95 1/4 N m V ( 3 'EXTERIOR] IINTERIDR I ( DS (DSA �zs tQ►:r D4B ANCHOR TYPE A OR B SEE ELEVATIONS FOR QTY. AND SPACING °SILL OPTION 1 §,- I DOOR VERTICAL SECTIONS DETAILS E.D. °HEADER OPTION 2 °HEADER OPTION 3 ANCHOR TYPE A,B OR G 6 N SEE ELEVATIONS FOR QTY. MD SPACING F13 IEXTERIOR' 133 02 01 DOB 3 CDO ` 1 .i`1 MAXIMUM DOOR OPENING - 96° CD TYPICAL DOOR PANEL HEIGHT - 95 1/2 E.D. ANCHOR TYPE A,8 OR C 2 8 SEE ELEVATIONS FOR M QTY. AND SPACING ' C MIN. 4 3/4° ( 2 'EXTERIORI co 2 Ft 21 °SILL OPTION 2 IINTERIOR' 81031 S/4° FHSMS 3° FROM EA END & 10 °" DC RIP 1240 ANCHOR TYPE A OR B SEE ELEVATIONS FOR QTY. AND SPACING E.D. GTrulite GLASS 6 ALUM S=SOLUIIONB. OLLR Aewa,irWitemm SOO FAIRWAY DRIVE. Suite 200 DEERFIELD BEACH, FL 33441 Pe 800-43241321t 954 - 724.2183 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door 0Resistor PRODUCT SERIES REVN DATE/REMARKS ENGINEFIt TExt4Q17 CA 8118 6595 ORANGE DRIVE SUITE 201 DAVIS, FL. 33314 ENQcO@AOLCOM PA+ eBaRRODUCr panaagcDd, 3 RB . V IS BD 706 DeAo l Zp .01 4omAIyin5wf the Florida %kV ■i' ply > .n yet DRAWN: TRULIIE DATE 10.10.11 DWG: 11-190 DRAWING No: 6 OF 13 DOOR HORIZONTAL SECTIONS DETAILS 4A JAMB TO SIDELITE HINGE STILE SIOELITE PART OF STOREFRONT NOA _ ANCHOR TYPE A,B OR 0 • SEE ELEVATIONS FOR OTY, AND SPACING IL 1 -unm1Anuutrlrl .8 1ff1$ MIN. EMBED. 1/4° MAX SHIM 1/8° i D8B ) ( 3 ) 'EXTERIOR' PANEL WIDTH DOOR OPENING FRAME WIDTH ® JAMB TO WALL HINGE STILE 1 •i. _Li ( gililllill� �j 11 1 H1 )) H4 ) 'EXTERIOR' 48 JAMB TO WALL ANCHOR TYPE A,8 OR 0 wR. — SEE ELEVATIONS FOR QTY. AND SPACING tR R@ \\\IRt> LOCK STILE [EXTERIOR! PANEL WIDTH DOOR OPENING FRAME WIDTH °MEETING STILES DLO PANEL WIDTH !EXTERIOR' 01 ) 1/4° MAX. SHIM DOOR OPENING FRAME WIDTH 1/8° PANEL WIDTH DLO GTru -lice GI A68 & AWIIDNM 8OD TRAM. My7Amvw.truNe.a0m 800 FAIRWAY DRIVE, SuOe200 DEERFIELD BEACH, FL 33441 p 800-032813214 864- 7242003 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door GResistor PRODUCT SRRIEE REVN DATE/REIARKS ENGINEER: E xt.g az 311-tr. CA8118 6889 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENDCOI3AOLCOM PRODUCT CONTROL APPROVAL PRODUCT REVISED eE complying milU the Florida 30ldi68 Coda t2 r • r • By Control DRAWN: TRULRE DATE 10.10.11 DWG: 11-190 DRAWING No: 7 OF 13 DOOR HORIZONTAL SECTIONS DETAILS WITH 2 -1/2° FRAMING (:)JAMB TO SIDELITE HINGE STILE -2 1/2° SIDELITE PART OF - I STOREFRONT NOA ONO 4B AMB TO WALL LOCK STILE DOOR OPENING FRAME WIDTH r ANCHOR TYPE A,B OR 0 SEE ELEVATIONS FOR OTY. AND SPADING MIN. _.] EMBED. EXTERIOR PANEL WIDTH DOOR OPENING 21/2° 1/4° MAX. SHIM FRAME WIDTH DOOR MID PANEL MID PANEL CAN BE USED ON ACTIVE AND INACTIVE DOOR PANELS 0 41g" MAX. — DOOR PANEL 3° DLO 0 g OUS PANEL G 910X3/4° PH8M8 3 FROM ENDS & 10 °0C 0 EXTERIOR CO 910X3 /4" FHSM5 3 FROM ENDS & 10 °00 DOOR MID RAIL D00R MID PANEL GTrulite GLASS & eL mnNU880LUZON3 hltizUwwtlruffe.0orn 800 FAIRWAY DRIVE. SuBo 203 DEERFIELD BEACH, FL 33441 p. 850-432-8132f. 854724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door <Resistor PRODUCT O&&IH& 8008 DATE/REMARKS ENGINEER: CA 8110 5595 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCOMIAOL.COM PRODUCT CONTROL APPROVAL: ,RODUCTREVISED 03 oompiyro$ with thvJo Florida Wilding Coda swoptonooNo. Z—o ]1. PS o, Data dt: 01 DRAWN: TRUUTE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 8 OF 13 DOOR SECTIONS. DETAILS MEETING THE WATER INFILTRATION REQUIREMENTS AS PER TABLE 4, SHEET 2 MAX. PRESSURE ± 70 PSF COMPONENTS REQUIRED TO BE ADDED IN ORDER TO MEET WATER RESISTANCE: 12, 13, 14, 16, 18 AND D7A 46X670° PR8M3 SPACED 6 °O0 ©00 ALTERNATE HEADER 48X6/8° PHSMS SPACED 6°0C @ALTERNATE MEETING STILES (16 EXTERIOR @ALTERNATE SILL IEXTERIDRI #8XS /8° PHBMS SPACED 8 °0C #10X1° RISES SPACED 12 °O0 IINTERIORI #6X6/8° PH8M8 SPACED 6 °OC 16 ) GTrulte GLASS S A WNRJDIG 4DLUnONe- httpy /www.hu5e.com 800 FAIRWAY DRIVE;SuII2.200 DEERFIELD BEACH, FL 33441 p. 800- 432.8132 IL 884- 724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door *Resistor PRODUCT 00A1R8 REVN • DATE /REMARKS ENGINEER: rEg(.6a .Jrtr. CA 811 8688 OR6 ANGE DRIVE SUITE 2D1 DAVIE, FL 33314 EN3CO@AOLCOM • STAIip :. �E . !Gjjv�'°° + + + + +,.+,0¢�•'\, \C SF` :pip'; +ct i f . 0 ylr? +t • *: e� N . PRODUCT CONTROL APPROVAL- PRODUCT RRVMBD Building cod*'1a t71`t"�i Adxptmce No 11[C/ ,+ � a ado Prods Control 015 DRAWN: TRUUTE DATE 10.10.11 OWC: 11 -ISO DRAWING No: 9 OF 13 DOOR COMPONENTS DOOR GLAZING DETAILS GTrulite OLASSCALUDUNUDTBOLUTiONIP. 2.56 3.52 3.47 141 7 ., ,:. a) c, ci .,- ■-• MOWwwmhintexam 800 FAIRWAY DRIVE. SuIt200 DEERFIELD REAM FL 33441 p.1300.4324432 I 4 364-724-2083 WRIP 1 41[111 IEXTERIOR 1 4K-3.• . . CND I, Zi.: I-1 • -D1- ACTIVE STILE 02. INACTIVE ST/LE 03- HINGE STILE 20- INTERIOR TIE ROD REINFORCED PLATE PRODUCT: RESISTOR SERIES 350 Medium StlIe Impact Door PC Ca .(1) NILO • 0.13 TIE ROD NUT 'I 11 TIE ROD AND NUT (RAL LENGTH + 1 iV) . z 1-4 LIIIP:0 .... — ,—, 0 --.. —.--.— 0.09 ----1- RP m v.: ... --!------ MINI .--.,_1 4111 41101, I 010X3/4° MiSMS IlligNI 411:0111 G Resistor PRODUCT SRRIRS 3 FROM ENDS CUE. & 10°0C CAD TOP & BOTTOM DOOR RAILS •,- 0 -- .-. • D9A- 1.02 INTERIOR GLASS STOP REVN DATE/REMARKS 41k1141°N41.NN*%.41 085-1 1/8 CLIP W/ #10X1 /2° MS S° FROM ENDS AND 12°00 0.73 - - -.. - / 1_ T- ..4- N - D9. EXTERIOR 19-EXTERIOR REINFORCED ENGINEER: Al) if,...f,,,, DAVIE, FL 33314 ENOCOWDLCOM .,_ 11 TIE ROD PLATE I"am's -D4, 04A, 048 TBOTIOM RAIL/ MID RAIL GLASS STOP a:M1 11101111 aUD IIIXTERIoRI ---1-Adi ,wg ;lit GUM sTANif,: siiirsozo, *DE p, e,..:„.t. . ...... I ...... eo.N. $4fer\P Z 4. 1 , : No. 5 09 • 0 1, 1 1115i..1kM1010107 ---...4f, 0,0 ' of es •- - - 1. T- U) - . . 0.74 i 0, ,... F.---2.D0 --HI 0.12 41114' MID C. .... -I— 18- BASE 111111111's WED 1-.--1 75 age T- D8A- HEADER DOOR STOP 1.44 ANCHOR . DOOR MID RAIL - 01 • • - m 1 i_ 0.09 _, ,__ — D8- STD. DOOR STOP , 6 1 •-.1. '''. 7., .6. ?..:;.<:: MIN. 3/4° GLASS BITE #1 OX3/ 4° EMS CM. PRODUCT CONTROL APPROVAL: ErtiTtis with it:Florida MileCoM I 41 . on" seeptanao No • '.• .s-k.......—..■-a - 1-1.64--.1 - _ -05, D4 TOP/MID RAIL ''ti;> f--- 0 o 0 oi 0 9 FROM EMS 4111111 & 10°00 k WIND !!!.... III •41. 0 07A- ALTERNATE BUMPER THRESHOLD TI137—_=.--...1.,,A dna i 7 , -,,4.k7 Air b .1.•1111 'kr £976 Lw- _ _ _- ill" w- W4• • MlamiDade Product Control 4.00 . 5.00 (;) - ..............._ , ..- ,<-, , 9 0 I „.61 (;) aum. 'EXTERIOR I DRAWN: TRULITE DRAWING No: 10 OF 13 C; 06- SADDLE THRESHOLD . 07- BUMPER THRESHOLD 1 , ....> 17- ALUMINUM ANGLE DATE: 10.10.11 VERTICAL DOOR STILES DWG: 11-190 FRAMING COMPONENTS 3000 SERIES FRAMING COMPONENTS fFO 5000 SERIES FRAMING GLAZING DETAILS v Tru�l It GLA68 &ALUI08.1M 0181jcN8° — 4.50 5.00 II R MtpJlvnrxirWite.00m 800 FAIRWAY DRIVE, SuItM 200 R O32IL - 722A�2083 •-� 0.25 0 N _.__ r 0.19 o 4 O O OB alba IFJFTERIO>i� © N �y ammo TRANSOM TYPICAL ... Y N N I I �� • wpm PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door rm %I 1 •01 n - --Fl- 3000 DOOR TRANSOM /BIDELTTE F8- IFQ 6000 '� -- DOOR � f 0.51 JAMB INUilln ° �t Q.' V WAND 912-24x3/4° PH3M8 4' FROM ENDS & 12° OC - ... - T_ N -,- .. G Resistor UCT PRODUCT BHRIHB 5.00 I 1 4.50 0.25 �0 i Tm., O RSVP! DATE /REMARKS eN O • ENGINEER: JE ngatt +1rtr. CA 8118 ORANGE DRIVE SUITE 201 DAME, FL 33314 EN000(&3.40 ,COM ,,,� -� -F2- 3000 DOOR HEADER /JAMB IEXTERIOR F7- IFQ 6000 DOOR HEADER /TRANSOM 11EYi SEs �r3�► Wail . _ -- I h� -� 1111p--A. TRANSOM TYPICAL za ,, m I5595 1 V fi 4.50 to L siabPS DE + ,�1 c!. `........... %. <I.).:,,, ; 1. N0 5 .09 p ` : T�A�E i 'M• �: +�0� ,,Jf3WYo1[ 1$�,�/c41V�tttt - -s °f t .1.1, 0 +� Ai m i rn i_ c 4.94 1.00 AL—O �� UMW a �— FRAMING COMPONENTS COMMON TO 3000 OR1FG 5000 SERIES — APPLIMLE FOR OVERREA0 °F3- 1012 0008 TRANSOM /HEADER MO... aoexa FS. IFS 5000 SIDE LITE FILLER 0.12 - --II -- 0.94 0 0 . ..... I 3.94 PRODUCT CONTROL APPROVAL: PRODIICI'REVISED as oomplyIaB with tho Florida BcRple,oe 12:-011Z:06 Aa:apta]�uce No n ° 4 jl [� ` J n ° H 1.--1 .39-.1 F9- TRANSOM GLASS STOP 5.00 I 1 T_ I F4- FRAME SHEAR BLOCK F10- TRANSOM GLASS STOP +N+ i r I °Y its. - 1.00 � ° °+ 1-1.321 II I oL 1 222 N41 m11Daaa uaccaaao M _ rn O n �- o m o F11- POCKET FILLER a°1 I ° F12- SHEAR ° BLOCK ° t t P13. 60613 OPTIONAL DOOR HEADER /JAMBS DRAWN: TRIMS DRAWING No: 11 OF 13 DATE: 10.10.11 _F___ 1 F5- GLASS STOP DOOR HEADER /SIDELITE DW(. 11 -190 TOP IVES PIVOT MIDDLE JACKSON PIVOT BOTTOM IVES PIVOT 1 THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN 0 02 F N HINGE OPTIONS 812 PH SELF TAPPING SCREWS 4 PER HINGE SIDE THREE HINGES LOCATED 7° FROM CL TO TOP OF DOOR, 12° PROM OL TO BOTTOM OF DOOR AND • ONE AT MID SPAN • 1i12 EH SELF TAPPING SCREWS CONTINUOUS ALUMINUM ROTON HINGE FASTENED TO FRAME AND 0008. STILE, WITH: (27) TOTAL SCREWS 08 8'.000RS (26) TOTAL SCREWS ON 7' DOORS GTruhite Guise 6 A ,0a000a S0L01IONs° h pJNiww.lruOtemltt 800 FAIRWAY DRIVE, Suite -200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 L 984.724.2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door G Resistor P00000T 889188 REVN. DATE /REMARKS ENGINEER: 3ExtgCar' ;Jxtr. CA8116 8899 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCOLTAOLCOM RaJIAlP /lra ��` STAMPl, 4 rir: F/G�� 2609 •iF ST OF • Pare' .1Fi.,SL,litost .?ii�I��C�,O`� PRODUCT CONTROL APPROVAL: PRODUCTREVISED 99 compl2E98w8b the '1orWdn 1CC9�No � . ®S otS. DRAWN; TRULRE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 12 OF 13 FRAME /MULLION HEIGHT II SEE CHART SHEETS 4 THRU 7 1 r) K R p D.L. OPG. HT. D.L. OPG. HEIGHT MAX. 96" A 4 SEE SHEET 3 SEE SHEET 3 \� UNSECURED JAMB 1 1 x z 0 ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB SEE SHEET 8 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION 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 DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4., 2411.3.3.3 & 2326. \— ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH-SIDE OF MULL SEE SHEET 8 H. TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 'I STEP STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 0 2 w D.L. OPG. SEE SHEET 3 a SEE SHEET 3 l III SEE SHEET 3 SEE SHEET / 3 // ✓' 0 SEE SHEET 3 } SEE SHEET 3 SEE SHEET 3 2/ , z A / DOOR HEIGH'� • "/ it It i I i SECURED JAMB AT CIRCULAR 01 ay EE 'TRULIT3 LLM.I. DOOR FOR DOOR & DETAILS. — -.--_ — i / // / . , .- .,.. a n. o w x w n L(Y) z — a ° i • j /, >,, i r — ._ 4" MAX. TYP. ... ........ . _ / �22" MAX. TYP. \ ` AT cnRAICRC .. -,•. .-... ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB SEE SHEET 8 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION 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 DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4., 2411.3.3.3 & 2326. \— ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH-SIDE OF MULL SEE SHEET 8 H. TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 'I STEP STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 0 2 w D.L. OPG. SEE SHEET 3 a - mom.... SEE SHEETS 4 THRU 7 D.L. OPO. MAX. 966" _ // ✓' 0 SEE SHEET 3 SEE SHEET 3 4" MAX. TYP. AT CORNERS ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEETS 6 & 8 STEP 4 USING CHART ON SHEET 8 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 ENTIRE SYSTEM. T, ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB SEE SHEET 8 CC t2" ‘&3 py DATE ZONING DEP ire 55 DG DEPT SUBJECT 1'0 CCMPI_IANCE WI (H ALL FEDERAL STATE AND C I "N, __f RULES AND REGULATIONS PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. GT-rulite GLASS & ALUMINUM SOLUTIONS' http:lfwww.trulte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800. 432.81321 f. 954- 724 -2083 PRODUCT: I dr 30101 ON'T- WALL -LMI et4r & STORMLROTECTION", REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.EnglnaerIng@att.net www.MCYEnglneering.com STAMP: YIPING WANG, P.E. FLORIp/j,q ON kosIM# /It .1} TIIO • • 5596�� c � e e Nov � E b201 a w SAx : w I tV ikt PRODIjC►'y BS V PRODUCT REVISED as complying with the Florida Building Code Acceptance No I- 1/7. 03 Expiration Date �'I.TTJ1If�: b By M ade•Froduct= 1¢ DRAWN: S.L. DRAWING No: DATE: 9 -22 -11 1 OF 11 DWG: AD11 -20 EXTERIOR /INTERIOR 1/4" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' 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. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO ±90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPES A, B OR C AT 4" FROM FRAME ENDS AND 12" O.C. MAX. SPACING. EXTERIOR /INTERIOR EXTERIOR /INTERIOR GLASS TYPES 'A', 'B' OR 'C' 1 /4" HEAT STREN'D GLASS .100" INTERLAYER SAFLEX HP PVB BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS GLASS TYPE GLAZING OPTIONS 9/16" OVERALL LAMINATED GLASS z 4 m tn SILICONE DOW CORNING 995 GE ULTRAGLAZE SSG4000 TREMCO PROGLAZE SSG ,ALTERNATE GLAZING DETAIL #1 SILICONE SEALANT OPTIONS: (6A) DOW CORNING 995 (68) GE ULTRAGLAZE SSG4000 (6C) TREMCO PROGLAZE SSG EXTERIOR /INTERIOR 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GLASS GLASS TYPE 'C' GLASS TYPES A', 'B' OR 'C' EXTERIOR /INTERIOR ALTERNATE GLAZING DETAIL #? FOR GLAZING DETAIL #2 ONLY LIMIT MAX. LOADS TO ±50.0 PSF LIMIT MAX. GLASS AREA TO 29 SO. FT. GLAZING OPTION GTrulite GLASS & ALUMINUM SOLUTIONS' http://www.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH. FL 33441 p. 800. 432 -8132 I f. 854-724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI GResistor RLAmT & STORM FR0TE0TiON"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Email: MCY.EnglneeringQatt nel www.MCYEnglneerIng.cam STAMP: YFPING WA FLORI IST oft ' o i "\G ii AA, Ile i.e.. ` i � st. ' ' 569 3 n_ NOV �t5 2(i ti 01 a ' 11,..01, � Q STATE OF o •tr PRODUCT C0�(SP'i�'r 961, 0,6 HH111b8 PRODUCT REVISED as complying.with the Florida Building Code Acceptance No! % Expiration Date may�%1,�.. Mtami ► ade Pto 014 DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -24 DRAWING No: 2OF11 DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT EXT. ( +) INT. ( -) EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 87" 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 36" 39" 87.0 87.0 100.0 100.0 87.0 100.0 100.0 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 90" 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 93" 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 87.0 100.0 - 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 87.0 87.0 100.0 100.0 87.0 100.0 100.0 51 " 87.0 100.0 100.0 100.0 87.0 100.0 100.0 100.0 87.0 100.0 ' 100.0 96" 87.0 100.0 100.0 87.0 100.0 100.0 63" 87.0 100.0 100.0 - 87.0 100.0 100.0 100.0 87.0 100.0 100.0 87.0 87.0 100.0 100.0 87.0 100.0 -- DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' R.L.O. WIDTH D.L.O. HEIGHT EXT. ( +) INT. (--) EXT. ( +) INT. (--) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 114" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 99" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 117" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 102" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 120" 87.0 100.0 100.0 66" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51 " 105" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 108" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 111" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 i 100.0 -- DESIGN LOAD CAPACITY -- PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '.B' GLASS TYPE 'C' D.L.O. WIDTH D.1.0. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. (--) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 114" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 56" 87.0 100.0 97.9 57" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 117" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 120" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 98.5 98.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) 0 w D.L.O. WIDTH 1STEP 2: GLASS LOAD TABLES GTrulite GLASS & ALUMINUM SOLUTIONS'" http:ftwww.trullie.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800 -432 8132 I f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST& STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Email: MCY.Eraneerin .rennet www.MCYEnpIneering.com STAMP: YIPING WANG, P.E. FLORIDA REGIISTRATION yB t��tV 8t��8 o� ® ®�A, , °GINS . f®°°m ° g 559 : *: * ° • 7.1) : fVaV 209 • : 0013 '; STAT1~ © ltr� PRODUCT REVISED as complying with the Florida Building Code Acceptance Not • ° : Expitation Date DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 3 OF 11 O ci HEIGHT iii'' ci rj P w!ii''., 1STEP 2: GLASS LOAD TABLES GTrulite GLASS & ALUMINUM SOLUTIONS'" http:ftwww.trullie.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800 -432 8132 I f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST& STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Email: MCY.Eraneerin .rennet www.MCYEnpIneering.com STAMP: YIPING WANG, P.E. FLORIDA REGIISTRATION yB t��tV 8t��8 o� ® ®�A, , °GINS . f®°°m ° g 559 : *: * ° • 7.1) : fVaV 209 • : 0013 '; STAT1~ © ltr� PRODUCT REVISED as complying with the Florida Building Code Acceptance Not • ° : Expitation Date DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 3 OF 11 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS. NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 87.5 100.0 87.5 1 00.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 81.7 100.0 75.0 100.0 70.1 100.0 66.5 100.0 63.9 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 96" 87.5 100.0 87.5 100.0 84.4 100.0 73.9 100.0 66.3 100.0 60.7 100.0 56.4 100.0 53.2 100.0 50.8 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 87.5 100.0 82.6 100.0 69.9 100.0 61.0 100.0 102" 54.6 100.0 49.8 100.0 46.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY -- PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( --) 24" 30" 36" 42" 48" 54" 60" 66" 108" 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 74.3 24" 30" 36" 42" 48" 54" 60" 114" 72.7 100.0 58.7 100.0 49.6 100.0 43.1 89.7 38.4 79.8 34.8 72.4 32.0 66.7 24" 30" 36" 42" 48" 54" 60" 120" 62.2 100.0 50.2 100.0 42.3 88.0 36.8 76.5 32.7 68.0 29.6 61.5 27.2 56.5 I ALUM Ix 1N'4 Sx IN '3 4.0975 1.8066 I ALUM FRAME JAMB DOOR MULLION Ix IN 4 Sx 1N"3 8.5717 3.7792 INTERMEDIATE MULLION WITHOUT REINFORCING rA FRAME JAMB DOOR MULLION I ALUM w wi WIDTH (W) = W1 (JAMB) Ix IN "4 Sx IN-3 4.1419 1.8138 Ix IN "4 Sx IN "3 8.6161 3.7730 INTERMEDIATE MULLION WITH REINFORCING WIDTH (W) W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES GTrulite GLASS & ALUMINUM SOLUTIONS' http:Uwww.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI *Resistor BLAST & STORM PROTEC11ON"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.Englnearing @aiLnei www.MCYEnglnceiing.com STAMP: YIPING WANG, P.E. FLORID illfiltiVION .1,00 59JERA 9 559 w s s ° • N! i 2011 r cc "0 ° to) 7;4 yb PRODUG°ri��t t� PRODUCT REVISED as complying with the Florida Building Code Acceptance No • Expiration Date By Miami l ade Product DRAWN: S.L. DATE: 9 -22 -11 OWG: AD11 -20 DRAWING No: 4 OF 11 X w r g W1 W2 WIDTH (W) W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES GTrulite GLASS & ALUMINUM SOLUTIONS' http:Uwww.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI *Resistor BLAST & STORM PROTEC11ON"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.Englnearing @aiLnei www.MCYEnglnceiing.com STAMP: YIPING WANG, P.E. FLORID illfiltiVION .1,00 59JERA 9 559 w s s ° • N! i 2011 r cc "0 ° to) 7;4 yb PRODUG°ri��t t� PRODUCT REVISED as complying with the Florida Building Code Acceptance No • Expiration Date By Miami l ade Product DRAWN: S.L. DATE: 9 -22 -11 OWG: AD11 -20 DRAWING No: 4 OF 11 MULLION LOAD CAPACITY -- PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS, WITHOUT WITH REINFORCING REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) j EXT.( +) / INT.( --) 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 87.5 1 100.0 87.5 I 100.0 87.5 100.0 87.5 I 100.0 87.5 I 100.0 87.5 I 100.0 82.9 I 100.0 75.4 I 100.0 69,1 I 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 84" 87.5 I 100.0 87.5 1 100.0 87.5 100.0 87.5 I 100.0 87.5 I 100,0 79.0 I 1 00.0 71.1 I 100.0 64.6 I 100.0 59.2 I 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 87.5 I 100.0 87.5 I 100.0 87.5 I 100.0 83.1 I 100.0 72.7 I 100.0 64.6 I '100.0 58.2 I 100.0 52.9 I 100.0 48.5 I 100.0 24" 30" 36" 42" 54" 60" 66" 72" 96" 87.5 I 100.0 87.5 1 100.0 79.9 f 100.0 68.5 I 100.0 59.9 I 1 00.0 53.3 I 100.0 47.9 I 99.7 43.6 90.7 39.9 1 83.1 24" 30" 36" 42" 48" 54" 60" 66" 72" 102" 87.5 I 100.0 79.9 I 100.0 66.6 I 100.0 57.1 I 100.0 50.0 I . 100.0 44.4 I 92.4 40.0 I 83.1 36.3 I 75.6 69.3 MULLION LOAD CAPACITY -- PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 108" 84.2 100.0 67.3 100.0 56.1 100.0 48.1 100.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36" 42" 48" 54" 60" 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36" 42" 48" 54" 60" 120" 61.4 100.0 49.1 100.0 40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING W1 _c] WIDTH (W) = W1 (JAMB) 'TRULITE' DOORS SEE SEPARATE NOA = = 0 Li! I w I Wee W1 _c] WIDTH (W) = W1 (JAMB) 'TRULITE' DOORS SEE SEPARATE NOA WI W2 W1 WIDTH (W) = INTERMEDIATE HORIZONTALS I \ I KU /1l 1 \ r WO c9 . I I //I / 1 Ill I WI W2 W1 WIDTH (W) = INTERMEDIATE HORIZONTALS WIDTH (W) - WI + W2 2 'TRULITE' DOORS SEE SEPARATE NOA it I 1 /l�l \� 1 1 11 ili ddd \\ i / I \ 1\\ 'II 1 I \ III /- I • I f I __ \4_..._.. III KU Ii w ii% i. . W1 a 4 W2 WIDTH (W) - WI + W2 2 'TRULITE' DOORS SEE SEPARATE NOA it I 1 /l�l \� 1 1 11 ili ddd \\ i / I \ 1\\ 'II 1 I \ III /- I • I f I __ \4_..._.. s FRAME HEIGHT ANCHORS REOD.,� W1 + W2 SEE DOOR NOA WIDTH (W) 21 + W2 W2 'TRULITE' DOORS INTERMEDIATE SEE SEPARATE NOA 7 /-HORIZONTAL WIDTH (W) - W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES GTruIite GLASS & ALUMINUM SOLUTIONS' http://www.trullto.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800- 432 -8132 IL 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST & STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271 -0117 Email: MCY.EnglneerIngagatknet www.MCYEngineeringwm STAMP: PIPING WANG. P.E. F %% MM U 6I E TION icy\ r aZ /yy • no a. •� 1. 59 1 ' 1: 4' s �• NOV 45201 ir Aa a �TAT�E 0 ! : V.44(1: PRODI'PP�sfi t'rid�1! PRODUCT REVISED as complying with the Florida Building Code Acceptance No ! Expiration Date l� • ,:IaTL ?'1�:±I By II. Miami St ado Product Con !4 DRAWN: S.L. DATE: 9- -22 -11 DWG: AD11 -20 DRAWING No: 5 OF 11 I \\ I I I I \ \I I 1/1 I / 1 Ill I Wi W2 . WIDTH (W) - W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES GTruIite GLASS & ALUMINUM SOLUTIONS' http://www.trullto.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800- 432 -8132 IL 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST & STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271 -0117 Email: MCY.EnglneerIngagatknet www.MCYEngineeringwm STAMP: PIPING WANG. P.E. F %% MM U 6I E TION icy\ r aZ /yy • no a. •� 1. 59 1 ' 1: 4' s �• NOV 45201 ir Aa a �TAT�E 0 ! : V.44(1: PRODI'PP�sfi t'rid�1! PRODUCT REVISED as complying with the Florida Building Code Acceptance No ! Expiration Date l� • ,:IaTL ?'1�:±I By II. Miami St ado Product Con !4 DRAWN: S.L. DATE: 9- -22 -11 DWG: AD11 -20 DRAWING No: 5 OF 11 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) 1NT.( -) EXT.( +) INT.( -) 60° 72" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 96" 102" 71.1 87.5 68.1 87.5 65.3 87.5 62.7 87.5 60.3 87.5 56.0 87.5 52.3 87.5 60" 64.5 87.5 62.0 87.5 59.6 87.5 57.5 87.5 55.5 87.5 51.8 87.5 72" 30" 33" 36" 39" 42" 48" 30" 33" 36" 39" 42" 48" 96" 120" 38.3 80.0 36.8 77.0 35.5 74.2 34.2 71.6 33.1 69.1 31.0 64.7 29.1 60.9 34.3 71.8 33.2 69.3 32.1 67.1 31.0 64.9 30.1 62.9 28.3 59.2 48.6 87.5 60" 72" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 54" 96° 108" 56.8 87.5 54.5 87.5 52.4 87.5 50.4 87.5 48.6 87.5 45.3 87.5 42.4 87.5 51.3 87.5 49.4 87.5 47.6 87.5 46.0 87.5 44.5 87.5 41.7 87.2 39.2 82.1 60" 72" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 96" 114" 46.2 87.5 44.4 87.5 42.8 87.5 41.2 86.2 39.8 83.2 37.2 77.7 34.9 72.9 41.6 87.5 40.1 83.9 38.8 81.1 37.5 78.4 36.3 75.9 34.1 71.3 32.2 67.3 'TRULITE' DOORS SEE SEPARATE NOA TOTAL NO. OF ANCHORS ANCHORS AT DOOR MULLION HEAD TYPE AT FIX. LITE AT DOOR A 4 3 B 3 2 C 3 2 'TRULITE' DOORS SEE SEPARATE NOA MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM TOTAL NO. OF ANCHORS ANCHORS I I ` I \I //I I I -U TYPE DOOR HEIGHT ' LENGTH (L) lo. W.° - I I I / I`\ I \ I I L,, /IIIA / III �\ I II \ I III III \ II / I / \ I'I / \ I / _ WIDTH (W2) 8 WIDTH (W1) 2 C MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM TOTAL NO. OF ANCHORS ANCHORS AT DOOR MULLION SILL TYPE AT FIX. LITE AT DOOR A 3 2 8 2 2 C 2 2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( --) EXT.( +) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (1) EXT.( +) INT.( -) EXT.( +) INT.( -) 60" 30" 33" 36" 39" 42" 48" 54" 90" 96" 85.0 87.5 60" 30" 33" 36" 39" 42" 48" 54" 90" 114" 44.3 87.5 81.3 87.5 42.6 87.5 78.0 87.5 41.1 85.9 74.9 87.5 39.6 82.9 72.1 87.5 38.3 80.1 67.0 87.5 35.9 75.0 62.6 87.5 33.7 70.6 72" 30" 33" 36" 39" 42° 48" 54" 77.0 87.5 72" 30" 33" 36" 39" 42" 48" 54" 39.7 83.0 74.0 87.5 38.3 80.2 71.3 87.5 37.1 77.6 88.7 87.5 35.9 75.1 86.3 87.5 34.8 72.8 62.0 87.5 32.8 68.6 58.2 87.5 31.0 64.8 60" 30" 33" 36" 39" 42" 48" 54" 90" 102" 67.0 87.5 60" 30" 33" 36" 39" 42" 48" 54" 90" 120" 36.9 77.1 64.3 87.5 35.5 74.3 61.8 87.5 34.3 71.7 59.5 87.5 33.1 69.2 57.3 87.5 32.0 67.0 53.5 87.5 30.0 62.8 50.1 87.5 28.3 59.2 72° 30" 33" 36" 39" 42" 48" 54" 60.5 87.5 72" 30" 33" 36" 39" 42" 48" 33.0 69.0 58.3 87.5 31.9 66.8 56.2 87.5 30.9 64.6 54.3 87.5 29.9 62.6 52.5 87.5 29.0 80.7 49.2 87.5 27.4 57.3 46.3 87.5 60" 30" 33" 36" 39" 42" 48" 54" 90° 108" 54.0 87.5 51.9 87.5 49.9 87.5 48.1 87.5 46.5 87.5 43.4 87.5 40.8 85.3 72" 30" 33" 36" 39" 42" 48" 54" 48.5 87.5 46.8 87.5 45.2 87.5 43.7 87.5 42.4 87.5 39.8 83.3 37.6 78.6 1 STEP 3: MULLION LOAD CAPACITIES sTrulite GLASS & ALUMINUM SOLUTIONS' http :llwww.frulife.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800432 -8132 f I. 954-724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor SLAST & STOAM PROrECI1ON *" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Email: MCY.EngIneerIng@atLnet www.MCYEngineering.com STAMP: YIPING WANG, P.E. FLORIDA. ^ -1!" TION ® t144 ,A09 �t�1 fr 2 'V ,,o ®,A,0.- `4 �•e•oan.rr.•c+n f' 0� 0 5598 :. ", . ,,... � °• STAGE ©F ' •'jtt� PRODlf AO rpc iV o 41aee .-p9�� PRODUCT REVISED as complying with the Florida Suildiiig Code Amphorae No Ex, iration Date By Miam Dade Product ontr 014- DRAWN: S.L. DATE: 9-- 22--11 DWG: AD11 -20 DRAWING No: 6 OF '1'1 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( --) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) 60. 30" 33" 36" 39" 42" 48" 54" 84" 80" 87.5 87.5 60" 30" 33" 36" 39" 42" 48" 54" 108" 108" 51.6 87.5 87.5 87.5 49.7 87.5 87.5 87.5 47.9 87.5 87.5 87.5 46,2 87.5 87.2 87.5 44.7 87.5 81.0 87.5 41.9 87.5 75.7 87.5 39.4 82.4 72" 30" 33" 36" 39" 42° 48" 54" 87.5 87.5 87.5 72" 30" 33" 36" 39" 42" 48" 54" 84" 46.2 87.5 87.5 87.5 44.7 87.5 86.1 87.5 43.2 87.5 83.0 87.5 41.9 87.5 80.1 87.5 40.6 84.9 74.9 87.5 38.3 80.0 70.3 87.5 36.2 75.7 60" 30" 33° 36" 39° 42" 48" 54" 84" 96" 79.8 87.5 60" 30" 33" 36" 39" 42" 48" 54" 84" 114" 42.6 87.5 76.6 87.5 41.1 85.9 73.7 87.5 39.6 82.9 70.9 87.5 38.3 80.1 68.4 87.5 37.1 77.5 63.8 87.5 34.8 72.8 59.8 87.5 32.8 68.6 72" 30" 33" 36" 39" 42" 48" 54" 72.0 87.5 72" 30" 33" 38" 39" 42" 48" 54" 38.1 79.7 69.4 87.5 36.9 77.1 66.9 87.5 35.7 74.7 64.7 87.5 34.6 72.4 62.5 87.5 33.6 70.3 58.7 87.5 31.7 66.3 55.3 87.5 30.0 62.8 60" 30" 33" 36" 39" 42" 48" 54" 84" 87.5 63.5 87.5 60" 30" 33° 36" 39" 42" 48" 54" 84" 73.5 35.7 74.7 61.1 87.5 34.5 72.1 32.8 58.8 87.5 55.1 33.3 69.6 31.7 56.7 87.5 53.3 32.2 67.3 30.7 54.8 87.5 49.9 31.2 65.2 28.9 51.2 87.5 47.0 29.3 61.2 102" 48.1 87.5 30" 33" 36" 39" 42" 48" 54" 27.6 57.8 72" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 57.1 87.5 72" 30" 33" 36" 39" 42" 48" 120" 31.9 66.8 30.3 55.1 87.5 51.6 30.9 64.6 29.4 53.2 87.5 49.9 29.9 62.6 28.5 51.5 87.5 48.4 29.0 60.7 27.7 49.9 87.5 45.6 28.2 59.0 26.2 46.9 87.5 43.1 26.6 55.7 44.3 87.5 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD AT DOUBLE DOOR NOMINAL DIMS. CAPACITY -- WITH TRANSOM WITHOUT REINFORCING PSF WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (1) EXT.( +) INT.( -) EXT.( +) INT.( --) 60" 30" 33" 38" 39" 42" 48" 54" 80" 90" 87.5 87.5 60" 30" 33" 36" 39" 42" 48" 54" 80" 108" 50.3 87.5 87.5 87.5 48.4 87.5 87.5 87.5 46.7 87.5 87.1 87.5 45.2 87.5 83.9 87.5 43.7 87.5 78.3 87.5 41.0 85.8 73.3 87.5 38.6 80.8 72" 30" 33" 36" 39° 42" 48" 54" 87.5 87.5 72" 30" 33" 36" 39" 42" 48" 54" 44.9 87.5 85.4 87.5 43.5 87.5 82.3 87.5 42.1 87.5 79.5 87.5 40.8 85.4 76.9 87.5 39.6 82.8 72.1 87.5 37.4 78.2 67.8 87.5 35.4 74.1 60" 30° 33" 36" 39" 42" 48" 54" 80" 96" 76.9 87.5 60" 30" 33" 36" 39" 42" 48" 54" 80" 114" 41.7 87.3 73.9 87.5 40.2 84.2 71.1 87.5 38.9 81.3 68.5 87.5 37.6 78.6 66.2 87.5 36.4 76.1 61.9 87.5 34.2 71.5 58.1 87.5 32.2 67.4 72" 30" 33" 36" 39" 42" 48° 54" 69.1 87.5 72" 30" 33" 36" 39" 42" 48" 54" 37.2 77.9 66.7 87.5 36.1 75.4 64.4 87.5 34.9 73.1 62.3 87.5 33.9 70.9 60.3 87.5 32.9 68.9 56.7 87.5 31.1 65.1 53.5 87.5 29.5 61.7 60" 30" 33" 36° 39" 42" 48" 54° 80" 61.6 87.5 S0" 30" 33" 36" 39" 42" 48" 54" 80" 35.1 73.5 59.3 87.5 33.9 70.9 57.1 87.5 32.8 68.5 55.1 87.5 31.7 66.3 53.3 87.5 30.7 64.2 49.9 87.5 28.9 60.4 '102" 47.0 _ 87.5 27.2 57.0 72" 1 30" 33" 36" 39" 42" 48" 54" 55.2 87.5 72" 30" 33" 36" 39" 42" 48" 120" 31.3 65.5 53.3 87.5 30.3 63.4 51.6 87.5 29.4 61.5 49.9 87.5 28.5 59.7 48.4 87.5 27.7 58.0 45.6 87.5 26.2 54.9 43.1 87.5 I STEP 3: MULLION LOAD CAPACITIES GTrulite GLASS & ALUMINUM SOLUTIONS' http:JUWww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH. FL 33441 p. 80D- 432 - 813211.954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST & STORM P RO'CEClIONl" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271 -0117 Email: MCY.EngIneerIng@att.net www.MCYEngIneerIng.com STAMP: PIPING WANG, P.E. FLORIDA �. TRATION ♦�_` �V... Gs. N$�re•.e .1.0 •e .. ee • e • 5'9 NOV 110 2D1 u UM MO' PRO PRODUCT REVISED Build as comping lyCode ing with the Florida Acceptance No !"" I % lixpiration Date f/.Y.% X16 , OJ4 Miattt. , e Prnd�et DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 7 OF 11 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B'IANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT 'A2' 'A3' 'A4' '132' '133' 'C2' 'C3' 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.8 100.0 100.0 100.0 100.0 100.0 100.0 80.7 100.0 100.0 100.0 100.0 100.0 100.0 72.6 100.0 100.0 94.5 100.0 97.2 100.0 66.0 99.0 100.0 85.9 100.0 88.4 100.0 60.5 90.8 100.0 78.8 100.0 81.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 84" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 100.0 100.0 100.0 100.0 100.0 100.0 84.3 100.0 100.0 100.0 100.0 100.0 100.0 74.9 100.0 100.0 97.5 100.0 100.0 100.0 67.4 100.0 100.0 87.8 100.0 90.3 100.0 61.3 91.9 100.0 79.8 100.0 82.1 100.0 56.2 84.3 100.0 73.1 100.0 75.2 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 89.9 100.0 100.0 100.0 100.0 100.0 100.0 78.7 100.0 100.0 100.0 100.0 100.0 100.0 69.9 100.0 100.0 91.0 100.0 93.6 100.0 62.9 94.4 100.0 81.9 100.0 84.3 100.0 57.2 85.8 100.0 74.5 100.0 76.6 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 96" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 100.0 100.0 100.0 100.0 84.3 100.0 100.0 100.0 100.0 100.0 100.0 73.8 100.0 100.0 96.0 100.0 98.8 100.0 65.6 98.3 100.0 85.3 100.0 87.8 100.0 59.0 88.5 100.0 76.8 100.0 79.0 100.0 53.6 80.5 100.0 69.8 100.0 71.8 100.0 49.2 73.8 98.3 64.0 96.0 85.8 98.8 24" 30" 36" 42" 48" 54" 60" 66" 72" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.5 100.0 100.0 100.0 100.0 100.0 100.0 79.3 100.0 100.0 100.0 100.0 100.0 100.0 102" 69.4 100.0 100.0 90.4 100.0 92.9 100.0 61.7 92.5 100.0 80.3 100.0 82.6 100.0 55.5 83.3 100.0 72.3 100.0 74.4 100.0 50.5 75.7 100.0 65.7 98.6 67.6 100.0 48.3 89.4 92.5 60.2 90.4 62.0 92.9 24" 30" 36" 42" 48" 54" 60" 66" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 87.4 100.0 100.0 100.0 100.0 100.0 100.0 108" 74.9 100.0 100.0 97.5 100.0 100.0 100.0 65.6 98.3 100.0 85.3 100.0 87.8 100.0 58.3 87.4 100.0 75.9 100.0 78.0 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 47.7 71.5 95.4 r 62.1 93.1 63.8 95.8 NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT 'A2' 'A3' 'A4' '132' 'B3' 'C2' '03' 24" 30" 36" 42" 48" 54" 60" 114" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 100.0 100.0 100.0 100.0 100.0 100.0 82.8 100.0 100.0 100.0 100.0 100.0 100.0 71.0 100.0 100.0 92.4 100.0 95.0 100.0 62.1 93.2 100.0 80.8 100.0 83.2 100.0 55.2 82.8 100.0 71,9 100.0 73.9 100.0 49.7 74.5 99.4 64.7 97.0 66.5 99.8 24" 30" 36" 42" 48" 54" 60" 120" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.4 100.0 100.0 100.0 100.0 100.0 100.0 78.7 100.0 100.0 100.0 100.0 100.0 100,0 67.4 100.0 100.0 87.8 100.0 90.3 100.0 59.0 88.5 100.0 76.8 100.0 79.0 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 47.2 70.8 94.4 61.4 92.2 63.2 94.8 ANCHORS TYPES: SEE SHEET 9 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION A3 = (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION A4 (4) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION B3 = (3) ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. E116 -P7r INTERMEDIATE HORIZONTAL WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) - AT FRAME MULLION W2 + W3 2 INTERMEDIATE 'TRULITE' DOORS HORIZONTAL j-SEE SEPARATE NOA 11111111 vk- err, L_ C9 \° I \\ I / / t WI W2 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) _ AT FRAME MULLION W2 + W3 2 'TRULITE' DOORS 'TRULITE' DOORS SEE SEPARATE NOA SEE SEPARATE NOA o I' \ \� emu. err, L_ I /I W1 W2 W3 WIDTH (W) = WI AT FRAME JAMB WIDTH (W) = AT FRAME MULLION qEI416 ,;=m-a 3" 3" ' 3" 3" - 3" 3" 1 3/4" A2. 132. C2 A3. D3. C3 W2 + W3 2 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) AT FRAME MULLION W2 + W3 2 STEP 4: ANCHOR LOAD CAPACITY GTruIite GLASS & ALUMINUM SOLUTIONS' http:liwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800. 432 -8132 I f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor SIAM' & STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271 -0117 Email: MOY.EngineerIng@att.net www.MCYEnglneerIng,com STAMP: YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N AIM 0�►0® „� �Y s r,e'�7 • • q+o , e e • • M,� NOV O 1152011 cc STATE OF e , PROC3 l jJ RPL APPp te d`t� % ee OR °e °. 0. eee° 00 PRODUCT REVISED 6S complying with the Florida Ba1Iding Code Acceptanea No Expiration Date DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 8 OF 11 ,ten THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED I INTERIOR EXTERIOR w a EDGE DISTANCE 18Y OR 2BY WOOD BUCKS 4 M to OA M 0 4 4 4 <1 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE W 4 SHIM SPACE EDGE DISTANCE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI --DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE DISTANCE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM SPACE TYPICAL ANCHORS EDGE DISTANCE SEE ELEV. FOR SPACING a 4 0 4 6 C1 v 4 4 WOOD BUCKS AND METAL STRUCTURES NOT BY TRULITE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD INTO CONC. THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. TYPE 'B' 1 /4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy =155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1 -5/8" MIN. EMBED INTO CONCRETE OR MASONRY. TYPE 'C' #1 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURE. 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2- -•1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'C = 3000 PSI MIN. C-90 HOLLOW /FLLED BLOCK f'm = 2000 PSI MIN. SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH SILICONE GLAZING OPTIONS 6A, 6B OR BC. FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. oTrulite GLASS & ALUMINUM SOLUTIONS^ http:ltwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432- 8132If.954 -724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI • R sistor BLASTS STORM PROTECTION+" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P:305- 271 -0117 Email: MCY.EngineerIngc©att.net w+wv.MCYEnglneedng.com STAMP: YIPING WANG, P.E. FLORID A FtfgltSiPtiM ' S ••• � • • • * No 55983 ,,, ' •ll1 � �,� .OW` T 2 ,t' : * ODUC� .+ +'• t 1 NAVAL 00.4‘ PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex +iratioa Date By Miami 411,'. i/ /.. Product Coil 40 /4' DRAWN: S.L. DATE: 9 -22 -11 DWG: AD 11 -20 DRAWING No: 9 OF 11 S. WOOD BUCK FILLER OPTIONAL BY OTHERS 0 Q nwitrak 0 MIN. & MAX. GAP 0 \ \1 0 D.L. OPG. SILICONE SEALANT DOW CORNING 790 OR EQUAL. RECOMMENDED SEALANT DEPTH SHALL BE HALF THE SEALANT WIDTH. FRAME WIDTH ILIlams r 11l,M' 0 D.L. OPG. MIN. & MAX. GAP SEE CHART BELOW SEE CHART BELOW MAX. FRAME HEIGHT GAP MIN. MAX. 60" 3/16" 1/2" 72" 1/4" 1/2" 84" 1/4" 1/2" 96" 3/8" 1/2" 108" 3/8" 1/2" 120" 1/2" 1/2" MAX. FRAME MAX. GAP AT WIDTH EACH SIDE 30 FT. 1 -1/8" 60 FT. 1-1/8" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. EXTERIOR OR INTERIOR AGP -154 (1046A) JAMB /HEAD MIN. X110 -24 AT 12" O.C. MIAMI —DADE COUNTY APPROVED DOOR BY 'TRULITE' SEE SEPARATE NOA FOR DOOR RATING AND DETAILS MIN. 12 -24 SMS MIN. 3 HINGES L FRAME WIDTH MIN. 12 -24 SMS MIN. 3 HINGES REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 THRU 7 r Z —r L i MIAMI—DADE COUNTY APPROVED DOOR BY 'TRULITE' SEE SEPARATE NOA FOR DOOR RATING AND DETAILS r it - si•�r -- i ,-, i 1111 u�� iI L+ N r— I' LrI L �-{II I I ��' 9; r trr y sTrulite GLASS & ALUMINUM SOLUTIONS'" http:JAwwv.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-813211. 954-724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI ()Resistor BI.AST& STORM PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.Englneering@atlnat www.MCYEnglnaedng.com STAMP: YIPING WANG, P.E. FLORID& del{ �T10N %O 5al 4.41%4'4'4'1 d4/4. •„i•�$•• a 0 t l l; 559 o . OV 1 2011 ;cc STATE OFy Li. PRODUC�R4fld °° c�� 4d,dtdtdlAltn��® PRODUCT REVISED as complying with the Florida Building Code t Acceptance No / Bx iration Date Miran 1 Pack ,, I DRAWN: S. L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 10 OF 11 BILL OF MATERIALS ITEM QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER /REMAR KS 1 AS REQD. 3001 FRAME HEAD /SILL /JAMB ALUM. 6063 —T6 TRULITE 2 3 4 5 AS REQD. 3002 6A AS REQD. 1/ CORNER AS REQD. AS REQD. 68 AS REQD. 6C AS REQD. 3003 3004A H -63 DC995 SSG4000 PROGLAZE SSG INTERMEDIATE MULLION (VERT /HORIZ) GLAZING STOP SHEAR BLOCK GLAZING GASKET SIUCONE SEALANT SILICONE SEALANT SILICONE SEALANT ALUM. 6063 —T6 ALUM. 8063 —T5 ALUM. 6063 —T6 EPDM SILICONE SILICONE SIUCONE TRULITE TRULITE 1" LONG DOW CORNING GE (MOMENTIVE) TREMCO 7 2/ CORNER 8 2/ CORNER 9 9A — 10 AS REQD. 10A AS REQD. 11 AS REQD. S14 #2 -24 x 3/4" FLAT HEAD THREAD CUTTING SCREWS 1/2 -20 x 1 -1/2" PAN HEAD MACHINE SCREWS GLAZING FOAM TAPE P13 V2100 V2200 GLAZING FOAM TAPE SETTING BLOCK (1/2" x 1/8" x 4" LONG) H620 SETTING BLOCK (1/2" x 1/4" x 4" LONG) 3004A ALUMINUM REINFORCEMENT EPDM EPDM ALUM. 6063 —T6 NORTON NORTON TRULITE .250 4.500 L 2.750. J L125 0 FRAME HEAD /SILL /JAMB f 1 ikt 3.038 L._.988 .ee SHEAR BLOCK .250 2.750 4.500 a ..125 0 FRAME INTERMEDIATE MULLION WEDGE —IN GASKET O GLAZING STOP (9/16" GLASS) .988 ▪ 2.045 1 3.938 REINFORCEMENT A. HEAD ASSEMBLY B. INTERM. HORIZONTAL C. SILL ASSEMBLY GENERAL NOTE: 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS TO BE SEALED WITH CLEAR COLORED SEALANT. GTrulite GLASS & ALUMINUM SOLUTIONS.' httpJtwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432-81321f. 954-724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI C Resistor BLAST &STORM PROTECTION TM REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 -271 -0117 Email: MCY.Englnearing@att.net www.MCYEnglneedng.com STAMP: 4/1 SW o .40 Oslo •••L o R`••.• 0.$4 flDUCT4'e tritho{Ot PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date By Mi • ade Product tro DRAWN: S.L. DATE: 9 -22 -11 DWG: AD 1 1--20 DRAWING No: 11 OF 11.