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WS-14-1442 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-215388 Permit Number: WS-7-14-1442 Scheduled Inspection Date: August 21, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Window/Door Replacement Job Address:9099 BISCAYNE Boulevard BURGER WIWI Miami Shores, FL 33138- Phone Number (305)779-8040 Parcel Number 1132060110040 Project: <NONE> Contractor: RBS ENTERPRISES Phone: 305-888-8664 Building Department Comments INSTALL FOUR NEW IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 20,2014 For Inspections please call: (305)762-4949 Page 7 of 27 Miami Shores Village Building Department Rrl.Cra ED 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ^y FBC 20 BUILDING master Permit No. CG— 3— N3$8 PERMIT APPLICATION sub Permit No. W's 1 y� %IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: p10 CQ g1'.fCA-1A.P_ &LQ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: cid OWNER:Name(Fee Simple Titleholder): G Phone#: 30S-229-7/D 3 Address: CIO J!I d t'.FC 4,1,#- City: A, %M, ,dha State: l2 Zip: ?.7-O3$ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �Q.S J N Phone#: 3yJ�gtd$—Q�y(�y Address: P-0.1304 City: 1` i++ State: Zip: 3 3 24'6 Qualifier Name: 120 deorr Alf HZ Phone#: 3OS 089- IN6 State Certification or Registration#: Nl,/k Certificate of Competency#: I 15 17 S O5 0 11 DESIGNER:Archite ngineer: S� I-+ .�.4P I. NG- Phone#: 061 - 3 9`y 3 —1003 Address: N 1^-. 01060 0-IM11- ity: 0060 I1/4-tPJ State:FZ' Y3 Value of Work foris Permit:$ �&' �i Z 1• y� Square Linear Footage of Work: .7 0 �f Type of Work: Addition F-1Alteration ElNew EDRepair/Replace ElDemolition Description of Work: =71Qaiya Ayc4w 1\.,ew Napva FtXi h.ih- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r' Bonding Company's Name(if applicable) AJ 1A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein ction fee will be charged. Signature Signature —,.,�O�Z- � ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ��,I� 20 �7 by Z day of��W 20 1 q by Adm�1 lL v / who is personally known to &Xiftrr &c. J who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: d� Print: Print: rcoir LAVAd '�+v #` _ Seal: s , A Commission#FF 032722 Seal: a,: Expires July 2,2017 7S P, ` Bended TMu Troy Fele Inewom 806385-7019 i ############################################################################################################ APPROVED BY 7tt�& Plans Examiner Zoning Al V��q Structural Review Clerk (Revised02/24/2014) CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY - 95BS00159 R B S ENTERPRISES INC D.B.A.: SHULTZ ROBERT G Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL 0913012014 004252 - _ • Business Tax ReCe1pt Local D County, State of Florida Miami—Dade NOT PAY • THIS IS NOT A Bill-DO 4 3399425 RECEIPT NO. EXPIRES ATION NEW SEPTEMBER 30, 20 BUSINESS NAM14% E�L� displayed at place of business ` p R B S ENTERPRISES INC 7436152 Must be to County Code 7521 NW 77 TERR Chapter 8A-Art.9&10 MEDLEY FL 33166 e gYMENT RECEIVED SEC TYPE OF BUSINESS y TAX COLLECTOR; OWNfcR MMC'SPECIAL•'TY BUILDING CONTRACTOF200,00 08/21/2013 R B S ENTERPRISES INC' 95BS00159 FPPU06-13'-003729 Category(s) 2 1, 1 . is not a license, 8et of the Local Business lax. a IV witth any governmental or This Local Business Tax Receipt only confirmsuBlP.a7a1 to the busyness penoit,.or a certifie�lcation f t laves and requirements whicho Pp y ems'Holder^musts-Da a Code Sec.80-M nongovernm 'displayed on all commercial vahl a —— -The RECEIPT°N0.above mast be display "'" �fi For more information.visit 000999 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY tot Y < 3399425 EXPIRES RECEIPT NO. BUSINESS NAME/LOCA711ON RENEWAL SEPTEMBER 30, 2014 R B S ENTERPRISES INC 3543742 Must be displayed at place of business 7521 NW 77 TERR Pursuant to County Code MEDLEY FL 33166 Chapter 8A-Art.9&10 SEC,TYPE OF BUSINESS PAYMENT RECEIVED OWNER : 196 SPECIALTY BUILDING CONTRACTOR Sy TAX COLLECTOR R B S ENTERPRISES INC ! 95BS00159 ` $45.00 08/21/2013 Worker(s) ► k FPPU06-13-003729 oonfirms 1 with any governmental or "p its Local s certification of the Receipt holder's quaI fi stiorts,ttOf the o do business.uHolder must campy ipt is not a license, nongovernmental regulatory laws and requirements which apply to the business The RECEIPTNO.above nwst be displayed on all commercial vehidles-Miami-Dade Code Sec 8-M ` mi a Iwr�e.aoyhalrC_dHe" .For more information,visit A� CERTIFICATE OF LIABILITY INSURANCE 12i9i 013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ONTDavid p ACT Did M. Lopez NA Eastern Insurance Group, Inc. PHONE (305)595-3323 aC No):(305)595-7135 9570 SW 107 Avenue E-MAIL ADDRESS:csr@easterninsurance.net Suite 104 INSURERS AFFORDING COVERAGE NAIL# Miami FL 33176 INSURER Mid-Continent Casualty Company INSURED INSURER BBrid efield Employers Insuranc R.B.S. Enterprises, Inc. INSURERC: 7521 NW 77 Terrace INSURER D: INSURER E: Medley FL 33166 INSURERF: COVERAGES CERTIFICATE NUMBER:Master 14/15 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MIOWDCY Et MPMIDD1 EXP TR LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO REN X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE X�OCCUR 4-GL-000891103 2/3/2013 2/3/2014 MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICYEl JECT PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOSP $ NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 4 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ B WORKERS COMPENSATION X WC STATU-UNT III - AND EMPLOYERS'LIABILITY Y/N 1111- ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? 30-34668 /1/2014 /1/2015 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1 000,000 Ry es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Glass & Glazing Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE David Lopez/ANA ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn2goninns)m Tho ar-np 1 nnmo and Innn aro ronictororl mnrlrc of ofinpn PROPOSAL R.B.S. ENTERPRISES, INC PROPOSAL NO: P.O. BOX 661062 SHEET NO: MIAMI SPRINGS, FL 33266 DATE : 4-16-2014 PHONE(305) 888-8664 FAX(305) 885-0680 rbs lg assAgmail.com www.rbsglass.com PROPOSAL SUBMITTED TO: JOB LOCATION: Mark Burger King# 3711 BRV Construction 9099 Biscayne Blvd email We hereby propose to furnish the materials and perform the labor necessary for the completion of: Install FOUR total openings of fixed IMPACT storefront framing,No Sill pans. 1)Permit will be obtained by RBS. 2)Excluded:Panic hardware, door hardware of any type, Sill pans under frames, any work on any existing storefront or doors. All material must fit into existing building elevators. Glazing contractor not responsible for protection or final cleaning of our materials. All work to be during regular business hours unless otherwise noted. Shop drawings ,permit, engineering by others unless stated on proposal. All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for the above work and completed in a substantial workmanship manner for the sum of DOLLARS $ 4,821.00 WITH THE PAYMENTS TO BE MADE AS FOLLOWS: Net 30 days. RESPECTFULLY SUBMITTED: Bob Shultz PER: Mark Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED WITHIN 30 DAYS. Plans received via: Email Fax Jobsite_Verbal FTP X DB ACCEPTANCE OF PROPOSAL `BURGER KING RBS ENTERPRISES,INC. STAgjQN13Nf KERING, INC. 9099 BISCAYNE BLVD. MIAMI, FL 27p,% �F�1'� �`Ggt,SUITE#115 h er tant;h,9J d, A` : Fla. j .�69316'-` " 1)WINDLOAD ON WINDOWS AS PER ARCHITECT/ENGINEER OF RECORD ti co 6 1.�V d l� WIND FORCE FOR COMPONENTS AND CLADDING firLJJ �_. P= -34.7 & 31.7 PSF ZONE 4 5(P �<) M P= -41.6 & 33.1 PSF ZONE 5 F P,.-` (• . SEE STOREFRONT SHOP DRAWINGS TO COORDINATE WIND PRESSURE REQUIREMENTS WI-14,fU�V`� IDI 51, tli 2)COMPLIANCE CHECK OF FRAMING SYSTEM: 2A) STORE FRONT FRAMING SYSTEM:TRULITE 3000(IMPACT) PRODUCT APPROVAL* 14-0203.01 213) AREA OF GLASS CHECK: 9/16 LAMINATED(1/4"H.S./0.090"PVB/1/4"H.S.) PRODUCT APPROVAL#: 14-0203.01 AREA OF GLASS INSTALLED: 45 1/8"X 47 1/2"= 14.9 F7`12 DESIGN PRESSURE RATING: +87/-87 PSF APPROVED SIZE:48"X 87"=29 FTA 2 3)ANALYSIS FOR STOREFRONT FRAMING SYSTEM 4)MULLION SECTION D/3 TRULITE 3000(3002) PROJECT SIZE_ APPROVED,SIZE: MULLION SPAN: 50 in. MULLION SPAN: 78 in. TRIBUTARY WIDTH: 47 in. TRIBUTARY WIDTH: 48 in. AREA: 16.3 sq.ft. <= AREA: 26.0 sq.ft. O.K. PROJECT WIND PRESSURE -41.6 PSF <= ALLOWABLE WIND PRESSURE -87.0 PSF O.K. 31.7 PSF 87.0 PSF 4A)CHECK REACTION AT MULLION ENDS A)SECTION D/3 LENGTH= 50 WIDTH= 47 WINDLOAD= -41.6 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -339.4 C)FASTENER CAPACITY FOR (4) 1/4"TAPCONS,TWO EACH SIDE OF MULLION INTO CONCRETE(EMBED 1 5/8"MIN.) = +- 1440 Ib>_ -339.444 Ib ANCHOR TYPE B O.K. 5)JAMB/MULLION SECTION C/3 TRULITE 3000(3001) PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 50 in. MULLION SPAN: 78 in. TRIBUTARY WIDTH: 47 in. TRIBUTARY WIDTH: 48 in. AREA: 16.3 sq.ft. <= AREA: 26.0 sq.ft. O.K. PROJECT WIND PRESSURE -41.6 PSF <= ALLOWABLE WIND PRESSURE -87.0 PSF O.K. 33.1 PSF 87.0 PSF 5A)CHECK REACTION AT MULLION ENDS A)SECTION C/3 LENGTH= 50 WIDTH= 47 WINDLOAD= -41.6 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -339.4 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF JAMB-MULLION INTO CONCRETE(EMBED 1 5/8"MIN.) + 1440 Ib>= -339.444 Ib ANCHOR TYPE B O.K. Page 1 of 1 AWL 0 7 2914 agleam MIAMI-DADE DIIAMI-DADE COUNTY Mo PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMIiNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%v%Y.minhddade.Eoy/economy Trulite Glass &Aluminum Solutions,LLC j '800 Fairway Drive, Suite 200 Deerfield Beach,FL 33441 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:'Series 113000-Resistor"Aluminum Storefront/Window Wall System=L.M.I._ APPROVAL DOCUMENT:Drawing No.AD11-20,titled"Resistor 3000 Aluminum Storefront Wall- LW',sheets I through 11 of 11,dated 09/22/11,with revision#1 dated 03/14/14,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 0000 noted herein. • . . 0000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been�31ed and them has been .• no change in the applicable building code negatively affecting the performance of thim oduct. •• 9090% TERMINATION of this NOA will occur after the expiration date or if there has Veen a revision or change:....: in the materials, use, and/or manufacture of the product or process. Misuse of thio N Q�•as an e1*i-sement,....• of any product, for sales, advertising or any other purposes shall automatically ter7ttkWe.this V A. l;ailure.•;••• to comply with any section of this NOA shall be cause for termination and removal oNOA. •.. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-DAV1101rnty, Florida, and •. followed by the expiration date may be displayed in advertising literature. If any portion o;1lw:40A is** 0 0 displayed,then it shall be done in its entirety. 0000.. 4,0 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the mantrfaot;rer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 11-1117.03 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. NOA No. 1470203.01 DE COUNTY Expiration Date: March 18,2019 a- Approval Date: March 20,2014 Page 1 Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.03) 2. Drawing No ADI 1-20, Sheets 1 through 11 of 11,titled"Resistor 3000 Aluminum Storefront Wall-LM",dated 09/22/11,with revision#1 dated 03/14/14,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 Laboratoiy,Inc., Test Report No.FTL-5416,dated 11/15/07,signed and sealed by Michael Wenzel, P.E. (Submitted underprevious NOA# 09-0122.06) 000* 3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984 and.CPSC7.6 GFR ...... 1201 of series 30002-3000 aluminum window wall System, piep;A by Feaistlation •• Testing Laboratory,Inc.,Test Report No.FTL-5421,dated 10718V7,signed add ••••'• sealed by Michael Wenzel P.E. •••••• (Submitted under previous NOA# 09-0122.06) ' .... .... ..... 4. Test report4 on: 1)Uniform Static Air Pressure Test per FBC,3'v�9•202-94•• I ••:•• 2)Large Missile Impact Test per FBC,TAS 201-94 •• •••••• 3) Cyclic Wind Pressure Loading per FBC,TV101-94 •• • along with marked-up drawings and installation diagram of an.aluriainum imefimt system,prepared&issued by Fenestration Testing Laboratory;; stVeport No.. FTL-3398,dated 12/10/03,signed&sealed by Edmundo J. Largaespada,PI! (Submitted under previous NOA#03-1211.08) Mai uel Pc�sdz, E. Product Control Axa iner NOA No.1 - 03.01 Expiration Date: March 18,2019 Approval Date: March 20,2014 E-1 Trulrte 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#031211.08) 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. (Subfnitted uneler 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 soler 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 alurtl„inum w;Z44w wall.... system,prepared by Fenestration Testing Laboratory,Inc.,Test Rdpdrt No... .• FTL-2221,dated Dec. 9, 1998,signed and sealed by Gilbert Diamlond,P.E. (Submitted under previous NOA#03-1211.08 ...... . .... .... . . .... .... ..... C. CALCULATIONS: ' • ...... ... . ..... 1. Anchor verification calculations and structural analysis,compl 4gikth FBC-*IM7 ...... and 2010,dated 09/04/09,updated on 11/14/11,prepared by NtE%ltrgineer%,Inc., •;. signed and sealed by Yiping Wang,P.E. . . ...... (Submitted under previous NOA#I1-1117. .. • 2. Glazing complies with ASTM E1300-04 ••:• Manuel P�' z, .E. Product Control!-�3.01 er NOA No. Expiration Date: March 18,2019 Approval Date: March 20,2014 E-2 Trulite Glass &AIuminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company(MA) for their"Saflex RP Clear or Color Glass Interlayers"dated 03/28/13,expiring on 04/14/18. 3. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas&Interlayer"dated 08/25/11, expiring on 01/14/17. 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. (Submitted under previous NOA#11-1117.03) 2. Statement letter of no financial interest,dated 11/14/11,signed and sealed by Yiping Wang,P.E. (Submitted under previous NOA#111117.03) G. OTHERS 1. Notice of Acceptance No. 11-1117.03,issued to Tiulite Glass&Aluminum Solutions, Inc.for their Series"3000 Resistor"Aluminum Storefront/Window Wall System— L.M.I.,approved on 02/09/12 and expiring on 03/18/14. . . .... ...... • •••••• ••• • ••••• • k• Manuer�. Product Conti iner NOA No. 14-0203.01 Expiration Date: March 18,2019 Approval Date: March 20,2014 E-3 •• •• • • • •• •• • • • ••• • • • • ••• D.L.UPC.WIDTH D.L.OPO.WIDTH D.L.TPC.WIDTH ,• • : : .• • 0.1 WPC.•.: SEE SHEET 3 SEE SHEET 3 _ SEE SHEET J ••• ••• SE:• i 3 �Tfrul■te A A OLA538ALUWNUU80LUDONB' /� \ /' \ hIIp2AwIw.BVNeaom BOD FAIRWAY DRIVE.Supe 200 •• • • • ••• •• DEERFIELD BEACH.FL 39441 /{/ • • • • • • • R 6M432b132 if.M-724-2(183 • • • D • • PRODUCT: a D m E — • • • • ••• •• 4t r!2E Res[stor Et 3000 ALUMINUM o �n12t x L� �ya x F a yww STOREFRONT WALL-EMI o L-i i h m z 3 4 F D x !� *Resistor PROOUOT eER1E8 4VV111 o REVN DATE/REMARKS \ m S '� B R-1 3.14A4/UPOATE TO 2010 FBC t M L� E'TRUER r� ENGINEER: M I t.1.DOOR OA R DOOR TING ao Tey /�,. o m o yr n C DETAILS. W C MCY ENGINEERING,INC. OLAZXG CONSULTANT / \w / / 8501 SIN 124TH AVE.STE.Z05A MIAMI.T2 33183 4"MAX.TYP. -4'MAX.ttP.` ILL�2'MAX.'Pi A MAX.NP. R(305)271A117 AT CORNERS AT CORNERS 'A 1 AO A7 CORNERS Fmu:YCY.¢ou,.smp•ann.l 1 \`ANCHORS TYPE 0.8 OR C �ANZHORS2,JAN H DR 4 AT ORS TYPE JAMB OR C STAMP: qt•N(jE:yn�N 'TYPE A B OR C �ANGIORS TYPE A D OR C y 2,3 OR 4 AT JAMB 2,]OR 4 AT FAGI SIDE OF MULL 2,3 OR 4 AT EACH SIDE OF MILL SEE SHEEP B �1`1�P (�'•` , SEE SHEET 8 SEE SHEET 8 - SEE SHEETS 8&B �,\�•,RP /EE pk.• ` IMPACT WALL 3000/L-3000 ALUMINUM WINDOW WALL SYSTEM TYPICAL ELfvATlol4s :L� J8y�4T3 INSIDE OR OUTSIDE GLAZED s MAR 1.4 2014 WINDOW VIALL SYSTEM IS RATED FOR LARGE&SMALL MISSILE IMPACT. '!A! SHUTTERS ARE NOT REQUIRED. STATE Y 'CLI THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. `•: INSTRUCTIONS: '?:SN110LN�� •` .L USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PRODUCT CONTROL APPROVAL: REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION STEP 1 pEfERWIGN NE DESWIND LOAD REQUIREMENT BASED INCLUDING HIGH VELOCITY HURRICANE ZONE(HNHZ). ON WIND VELOCITY,BLDG,HEVKT.WIND ZONE WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. STEP 2 9EE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3' CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ONSHEET 4 7HRU 7 -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ARE NOT PART OF THIS APPROVAL. STEP 4 USING CHART ON SHEET B SELECT ANCHOR OPTION A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE. MATERIALS INCLUDING BUT NOT LIMITED TO S7EEL/LIETAL SCREWS,THAT COME INTO THE OF 2007/2010 FLORIDA BLDG.LODE SECTION 2003.8.4.,2411.3J.3&2328. LOWEST VALUE RESULTING fRdd STIEPS 2,3 I CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREMENTS '��'� AND 4 SHALL APPLY TO ENTRE 9YS7EN. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. 1 DRAWN:S.L DRAWING N. DATE:9-22-11 4 OIC, 71 DWG:ADI1-20 f 1 . . . . . . . . • • . ... . . . . •% - , r■ /rte • . . • . SS �1'rulite D.L.O. O.L.O. 1/4'NEAT STREN'D GLASS • ,• WI, DTH WIDTH 1/4'IIEAT STRENb GUS.S� • •• 4'HEAT STREND CUSS GLASS q MA"A SOLVIg119` E 0.090•SAFLEX GLASS INIERUYER I I BY-'EASIMAN CHEIAICAL COMPANY 0.100''EASTMAN CHEMICAL INTERLAYER 0.090'SENTRYGlAS INTERLAYER MIPJMMW.WflGsa9 BY'EASTLIAN CHEMICAL COMPANY' DY'DUPONT' BOB FAIRWAY DRIVE,Suila 200 •• • • • • ••• •• DEERFIELD BEACH,FL 33441 • • • • • • • p.SWd72-01321 L 994-724-2053 1/4',HUi S1REN'D�OlA55 1/4'BEAT STREt}LLOW.0 • • • • • 1/4'M►A:STREN'D GLASS Jo J • • • • • • • • • PRODUCT. d 1 I 80. •• • • • • • •• L J Resistor D.L.O.WIDTH D.L., 0.WID7H� s i T& ALUMINUM � ST(SREFRONT WALL-LINT p w oResistor •9999oY 9E91E9 J j I ii I o O rc REVN DATE/REMARKS 9 c L J 9 10 9 10 f0 R—I 3.14.14/UPDATE.TO 2010 FBC D.L.O.WIDTH D.L.O.1410711 GLASS TYPE 'A' a 'B' GLASS TYPE 'C' ENGINEER: M G GLAZING OPTIONS MCY ENGINEERING,INC. x x 1 9/16.OVERALL LAMINATED CUSS GI.A71N0 CONSULTANT O 1 3S o j 85018W 124TH AVE.STE.ZOSA J � J AVAMI,FL 33183 d d P.(306)2 71-0 7 1 7 CUSS TYPES GLASS TYPES a-1-.MCY.E.O.-k4m."N 'A','B'OR'C' W.'B'OR'C' w,nv.MCYen9w.M9.mn D.L.O.WIDTH STAMP: 1 ` 0.1-0.WIDTH qq4 I"?SUNZT.IP:E. 6A 6 OR C 6A 88 OR qqq..1�LlV $EC41�5)Ij47I0N r � �,t'/ss9e3• — -- NO 53qPd� ;t i 3 0 MAR 1+44 2014s D c 5 3 3 r :L•. L J ow g. \ '�9•• �. D.L.O.WIDTHWIDTH k0 4AAAA�ONP1TL1d o¢_ 2 yj 9A SILICONE 9 PRODUCT CONTROL APPROVAL• DOWCORNING 995 0 d� ok GE ULTRAGLAZE 5504000 J TREMCO PROGUZE SSG ALTERNATE GLAZING DETAIL 01 _ALTERNATE GLAZING DETAIL. Y2 FOR OWING DETAIL/2 ONLY LIMIT MAX.LOADS TO*50.0 PSF LT.MAX.GLASS AREA TO 29 SO.FT. AILOWARE 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 UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES SINGLE U7ES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. SILICONE SEALANT OPTIONS: (BA)DOW CORNING 995 FOR ALTERNATE SHAPES LIMIT MAX.LOADS TO 190.0 PSF (6B)GE MCO P OGI 5504000 SEE SHEET 3 FOR 0.1-0.WIDTHS AND HEIGHTS (BC)TREMCO PROGUZE SSC GLAZING OPTION BATE' S.L. DRAWING No: USE ANCHOR TYPES A.B OR C AT 4"FROM FRAME ENDS AND 12"O.C.MAX.SPACING. DATE.ADI I-0 2 O� 11 DWC:.ADti-20 . . Or . . t 0000 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . 0000 . 0000 • 0 DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CRPAA'T1'-•pSP • • • • • 0 • q TYPE ' OIASS GLASS YP ' GIAS9 CLASS TYPO 'I GLASS TYPE ', • • ••• �Tr' a'ite NOMINAL DINS: TYPB'A' TYPE'B' TYPE'C' NOMINAL DI14B� TYPB'A' TYPE'D' TYPE'C' NOMINAL Dl)IS, TYPE'Y TYPE'B' TYPE'� • ••• • v M ♦� O.L.O. D1.0. EXT.(+) EXT.(+) EXT.(+) D.L.O. D.L.O. EM.(i) EM.(+) EXT.(+) D.LO. D.LO. EXT.M EXT.M EXT.(+) GLA098A1U1W81Y COLU110118• YADTH HEIGHT .NT.'(--) INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) WT.(-) WIDTH MIGHT DIT.(-) INT.(-) INT.(-) MIp9Amw.W9le.com 36" 117.0 10010 1 100.0 36' 87.0 100.0 100.0 36" 87.0 100.0 100.0 800 FAIRWAY DRIVE,BUile 200 38" 87.0 100.0 100.0 39' 87.0 100.0 100.0 39' 8710 •11D.0• 00.0 :•• •• 0•• DEERFIELD BEACH,FL 33441 42• 97.0 100.0 100.0 42' 87.0 100.0 IGO.0 42' 87A 100.0 IOD • • •• 0 p 900432817211.954-724-2087 45' 87A 100,0 IGOA 45' 87.0 IOD.O 100.0 45' 87.0 1W.0• 010016 •• • • 48' 87.0 100.0 10010 48" 67.0 100.0 100.0 48" 114• 87.0 1 .0 100. • • • • PRODUCT: • • 0000. 0000 511 87.0 loom 100.0 51• 99" 87.0 TWA 100.0 51' 87.0 100.0 100.0 Ise - „g7• 8710 100.0 100.0 54' 8710 100.0 100.0 54" 87.0 100.0 100.0 Resistor 57• 87.0 100.0 100.0 57• 87.0 100.0 100.0 56" 87.0 100.0 97.9 3000 ALUMINUM W 87.0 100.0 100.0 60' 87.0 100.0 100.0 57" 97.0 100.0 - STOREFRONT WALL-LMI 83' 87.0 100.0 100.0 93' 87.0 100.0 WILD 38' 87.0 100.0 100.0 GB" 67.0 IODA 100.0 68" 87.0 100.0 - 3B' 87.0 100.0 100.0 69• 87.0 100.0 100.038' 87.0 100.0 100.0 42" 87.0 100.0 100.0 *Resistor 72" 87.0 100.0 100.0 39• 87.0 100.0 100.0 45' 8710 1 00.0 1000 •e O D U O T 9.111.8 36' 87.0 100.0 100.0 42' 87.0 100.0 100.0 48" 117" 87.0 100.0 100.0 39' 67.0 100.0 100.0 45' K87.0 100.0 100.0 31' 87.0 100.0 100.0 REVN DATE/REMARKS 42" 8710 100.0 100.0 48" IW.0 100.0 54' 87.0 100.0 100.0 - ROV.1 3.14.14/UPDATE TO 2010 EEC 45' 07.0 100.0 100.0 51• 102' 100.0 100.0 57' 8710 100.0 - 40' 8710 100.0 100.0 54' 100.0 100.0 36' 8710 100.0 100.0 ENGINEER:51' 87.0 100.0 100.0 57' 100.0 100.0 ]9' B7.0 100.0 100.0 %INC 54' 90" 87.0 1W.o 100.0 60" (00.0 100.0 42' 07.0 100.0 100.057" 87.0 100.0 100.0 63" 100.0 100.0 45' 120' 8710 100.0 100.0 MGY ENGINEERING, W. 87 .0 100.0 100.0 Be 87.0 100.0 - 48' 874 100.0 100.0 GlA2(NG CO\`SLt-i.4N1' 63' 87.0 100.0 100.0 36" 97.0 100.0 100.0 51" 8710 100.0 100.0 &WT SW 124TH AVE.STE.206A 86' 87.0 100.0 100.0 39' 87.0 100.0 100.0 54' 87.0 98.5 98.5 MNMI,FL33183 69" 87.0 100.0 100-0 TPmJ:42' 87.0 100.0 100.0 L'(305)211.0117 NGY.F�paNaM9$e9m1 ' 72" 87.0 100.0 100.0 45' 87.0 100.0 1 W O xxn.MCYEtgN�. 1 36• 8710 100.0 100.0 48• 87.0 100.0 100.0 STAMP: 38' 97.0 Joao 100.0 51' 105' 87.0 700.0 100.0 NOTE: 09 E•. CLASS CAPACITIES ON THIS SHEET ARE `•'QoRRrtltA,�1£ddG TIOH. 42" 87.0 100.0 100.0 Be 87.0 100.0 IODA BASED ON ASTM E1300-04 (3 SEC. GUSTS) 08 .. 45' 87.0 100.0 100.0 57' 87.0 100.0 100.0 ,'V L',5��877 H�, 48" 87.0 100.0 100.0 60' 9710 100.0 100.0 140 51" 87.0 100.0 100.0 93• 87.0 100.0 - ? MAR-A 4 2014•,w 54' 93' 8710 100.0 100.0 38 97.0 100.0 100.0 57' 87.0 100.0 1 100.0 39' 87.0 100.0 100.0 80" 87.0 100.0 100.0 42' 87.0 10010 100.00 �? D, L0. 0,�0. .4• �. C� I 83' 8710 1000 10010 45' 87.0 100.0 1 100.0 Ir WINT11 fll_ WIDTH _I fib• 87.0 100.0 1004 48' 87.0 I W.O 100.0 ISS O iy Pi1�i- 69' 8710 100.0 100.0 51' 100' 87.0 100.0 100.0 PRODUCT CONTROL"APPROVAL: i 72" 874 100.0 - 54" 87.0 100.0 100.0 36" 87.0 100.0 100.0 57' 87.0 100.0 100.0 JD� 39' 87.0 100.0 100.0 a0" 87.0 100.0 100.0 2 42' 87.0 100.0 100.0 83' 87.0 loom - 45" B7.0 100.0 1 100.0 36' 87.0 100.0 1 Bob c i 48" 87.0 100.0 100.0 39• 87.0 100.0 100.0 51' 86, 8710 1004 100.0 42' 87.0 100.0 100.0 0 54' 87.0 100.0 - 100.0 45' 87.0 100.0 100.0 57" 87.0 100.0 100.0 48' 111' 87.0 100.0 100.0 60' 87.0 100.0 100.0 51" 87.0 100.0 100.0 83• 87.0 100.0 10010 1 54' 87.0 100.0 100.0 ea• 117.0 IW.o IW.o 57• 87.0 100.0 100.0 STEP 2: GLASS LOAD TABLES DRAWN: T DRAWING NO: 89' 87.0 100.0 60' 87.0 100.0 _ DATE:9-z2-1l 3 OF 11 DWG:A011-20 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... . ••• • • _ . . . . . . • ••• _ Tru'ite MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF • • • • • • • • WFrHOUT' INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS • • • • ••• • Goss A ALUMINUM 60LUIxl11s• WITHOUT WITH WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING v�"' 8' WIDTH(W) RAME HEIGfG1.(-) EXT.(+)/INT.(-) WIDTH(W) FRAME HEIGHT EXT.(+)/INT.(-) EXT.(+)/WT.(-) 000 FAIRWAY ORNE,Suitt 200 • 4c • • T---- 117M •• DEERFIELD BEACH,FL 93441 24" 100.0 24" 85.7 100.0 • ' • • • p.600J3261321Ls51.724-2063 30• 100.0 30' 69.3 100.0 • • • • SEP 36' 100.0 36' 58.5 100.0 PRODUCT: 42" 100.0 42' 51.0 100.0 ••108'100.0 q8' 45.5 94.7 Resistor 54' 87.5 100.0 54' 41.4 86.1 K.1 Wl W2 3000 ALUMINUM eo' 87.5 100.0 60" 38.2 79.5 Wl +W2 STOREFRONT WALL-LMI 66" 07.5 100.0 68" 35.7 74.3 WIDTH(w) -WI (JAMB) WIDTH (W) - 2 72' 87.5 100.0. 24• 72,7 100.0 24" 87.5 100.0 So" 58.7 100.0 Resistor FRGCMCT •ERIE! 3o' 87.5 100.0 36" 40.6 100.0 36" 87.5 100.0 42' 114" 43.1 89.7 RLVN DATE/REMARKS 42" 87.5 100.0 48' 38.4 79.8 R-I 3.14.14/IIPOATE TO 2010 FOC 48' 84 87.5 100.0 54' 34.8 72.4 . 54" 87.5 100.0 60 32.0 66.7 60" 85.6 100.0 24" 62.2 100.0 ENGINEER. 't"66" 81.3 100.0 30" 50.2 100.0 72" 76.5 100.0 36" 42.3 08.0 MCY ENGINEERING,INC. 24" 87.5 100.0 42' 120" 36.8 76.5 GI8501 SW 1247H AVE. 30' 87.5 100.0 48' 32.7 68.0 6501 S MIAMI FL 33193 29X 36' 87.5 100.0 54' 29.6 61.5 P.(305)271.0117 42' 87.5 100.0 60' 27.2 56.5 FsW:Mcr.F•:R.ms>iM w1 wwrAlcllEeAYR.mpaRn 48' 90' 81.7 100.0 STAIAP:``� pp\\yCi 1:�t• 54' 75.0 100.0 ,4ING•,W�N� RE 60" 70.1 100.0 w~e`Rgrtl l&rREGI5aRl1�DN 66" 66.5 100.0 C4i4A•Y8D9713 n" 63.9 100.0 MAR 1k4 2014 24" 87.5 100.0 Iz Nx^4 Sx W 1 It IN-4 :N J ' •Tt 30' 87.5 IDD.O 1 M 4.0975 I.a AU1M .1419 1.et .STATE 0- 36' -36" 84.4 100.0 FRAME JAMB INTERMEDIATE ` (r 10.; �•�"• 9 100.0 42" 73. DOOR MULLION MULLION , 7i7 sS/ L •���+ C� i 48' 96' 66.3 1DO.0 WITHOUT REINFORCING rATIi11111. 54' 60.7 100.0 PRODUCT CONTROL APPROVAL: 60" 56.4 100.0 66' 53.2 100.0 i I 72' 50.8 100.0 i 24' 87.5 IOOA 30 62.6 100.0 36' 69.9 100.0 42' 102" 61.0 100.0 48` 54.6 100.0 PEW bSc W"3 Iz q'4 Sx 01'J 54" 49.8 100.0 A EW'1 .792', ALUM I8.6161 3.7 b aO" 46.1 95.9 FRAME JAMB INTERMEDIATE 66" 43.3 90.0 DOOR MULUON MULLION S.L. DRAWING Na 72' - as.e WITH REINFORCING STEP 3: MULLION LOAD CAPACITIES �05MAD -22-11 4 OF 11 11-20 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... i I MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF0 • • • • ••• Tru I it® WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS • • • • INIER#fYDrTE HORNIONTALS �y WITHOUT WITH WITHOUT WITH af.AssAALuu6mu6oLlmods- NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING hdpJknw.Iru6le.00m WIDTH(W) FRAME HEIGHT M..(+)/INF.(-) EXT.(+)/INT.(-) WIDTH(W) FRAME HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24" 87.5 100.0 24" 64,2 100.0 • • • _ DEERRLD BrAGE,So33441 • • • • • • • • DEFAFIEL11BUCMR.3Mµ1 30' 87.5 100.0 30" 67.3 100.0 •• • • • • •• • x p600492af3211.P517N4Ld3 36" 87.5 100.035" 56.1 100.0 • • • • • • • • W PRODUCT'87.5 100.0 42" 48.1 100.0 • • • • • • 48" 78" 87.5 100.0 48' 108" 42.1 87.5 Resistor 54' 87.5 100.0 54" 37.4 77.8 3000 ALUMINUM 60" 82.9 100.0 Ii0" 33.7 70.0 WI wl wz STOREFRONT WALL-LMT 66" 75.4 100.0 66` 30.6 63'7 WIDTH (W) -Wl (JAMB) WIDTH (VQ = Wl +W2 72' 69.1 100.0 24" 71.6 100.0 ( 2 24' 87.5 100.0 30" 57.3 100.0 oResistor 30" 87.5 IOO.D 36" 47.7 99.3 1 rno 000• aan•aa 'TRULRE'DOORS 'TRULRE'DOORS 36" 87.5 100.0 42" 114" 40.9 85.1 SEE SEPARATE NOA SEE SEPARATE NDA REVN OA7E/RE9ARK5 42" 87.5 100.0 48" 35.8 74.4 Rev.1 3.14.14NPOATE TO 2010 FBC 48" 84" 87.5 100.0 54' 31.0 66.2 _ - 54" 79.0 100.0 60' 28.6 59.6 1 11III 1�- I 80' 71.1 100.0 24" 81.4 100.0 B'� j ��`j WPx j� j `j EN¢INEER: %INC 66' 64.6 100.0 30" 49.1 100.0 .3072" 59.2 100.0 36' 40.9 85.7 s � MCY ENGINEERING, 24" 87.5 100.0 42" 120` 35.1 72.9 I j C GLAZiYG c:O\SUIi%sNT --� 6501 SW 124TH AVE.STE.205A 30" 87.5 100.0 48" 30.7 63.8 36" 87,5 100.0 54' 27.3 58.7 I_ WI I .2 I WI W11 `W2 Wt 11:((3305)27 01117 42" 83.7 100.0 60` 24.5 51.1 60it 1'�narmwreea� 48` fl0" 72.7 100.0 WIDTH (W) = WI + W2 SEEpDpOR NOA WIDTH (W) = W1 + W2 STAMP- 54" frE.nti •a.mm 54" 64.6 100.0 z i a gdd�3ANbYg.€:. 60" 58.2 100.0 ,,���+'{••i0 D'f,-yOIyTl1ZT1 N, . 66" 52.9 100,0 Z '• LEAN.2067T '. 72" 48.5 100.0 'TRULNE'DOORS INTERMEDIATE 4:* NO 55983 ' 24" 87.5 100.0 SEE SEPARATE NOA HORIZONTAL MAR.14 2014 -; b 0' (T': 30" 87.5 100.0 �� STA7"E - - 36" 79.9 100.0 _ 42" 66.5 100.0 FRAME JAMB INTERMEDIATE �- •' n I'D�NKc**P•' ` DOOR MULLION MULLION i 1 S7' - 48" 96" 59.9 100.0 i x ` � 54" 53.3 100.0 WITHOUT REINFORCING tk, ` yy� PRooOcr coNTao APPlsovu 60" 47.9 99.7 171 66" 43.8 90.7 72" 39.9 83.1 24' 87.5 100.0 WI W2 30" 79.9 too.0 36" 66.6 100.0 WIDTH (W) = W7 +W2 2 42' 102" 57.1 100.0 48" 50.0 700.0 I 54' 44.4 92,4 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION ! 80" 40.0 83.1 66" 38.3 76.6. WITH REINFORCING DRAWN:S.L. DRAWING No: 76" 6. 693 STEP 3: MULLION LOAD CAPACITIES °ATE`9-2z-11 5 OF 11 OWO:ADII-20 ! . IS: 0:0 • •. . .. . • 0:•. .. •.. . .. . . . . . . . . . . . . ... . . . . ... i ••• . ••• • . . . . 000 000 • 6tA1:6AALUMOIW i0LU1'gN6• • M1plAvww.IndiW.T4m MULLION LOAD CAPACITY-PSP MULLION LOAD CAPACITY-PSP MULLION LOAD CAPACITY-PSF•IN • • MI•LION LOA*CAPACITOR-PSF 800 FAIRWAY DRIVE,8.10200 p AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRAN61 • • •ATe00UNILBODOOR WRH TRANSOM DEERFIELD BEACH,FL 33441 WITHOUT WITH WITHOUT' WITH WITHOUT RI WITH P.60M2241132 I L 954-724,2063 NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFOACIN • AID-t.1R11'. • JUG RSINPORCINO WIDTH WID7N LENGTH LENGTH EXT(+) EXT.(+) MOTH WIDTH LING711 UN"H EXT.(4) En(.) WIDTH 1170111 LENGTH ILNGIN EXf.(1� E7Q ) M LLT�IF( E�f�t EM.(+) PRODUCT: (WI) (W2) (A) (L) Wf.(-) IM.(-) (WT) (Wt) (A) (U IML(-) IM.(-) (Wl) (W2) 0) (L) IML(- •LIR.(-) ( 1) ) ( ' wr.-) INT.(-) 30' 71.1 87.5 30• 381 80.0 b' 85.0 87.6 m. 44.3 87.5 Resistor 3]' 68.1 87.5 34 36.8 77.0 Z)' 811 87.5 33- 42.5 87'6 3000 ALUMINUM 60• 36' 85.7 67.5 60' 36' 35.5 74.2 �. 36' 783 87.5 60• 36, 41.1 85.9 39• 62.7 6706 39' 34.2 .71.6 J9• 74.2 87.5 39' 39.6 62.9 STOREFRONT WALL-LMI 42' 60.3 87.5 42' 33.1 69.1 42' 72.1 875 41• 38.3 NMI 48' 58.0 87.5 48' 31.0 84.7 48' IT"' 87.5 40' 35.9 75.0 54' 98' 102' 513 87.5 64' 96, 120• 29.1 60.9 54- 90• 96' 62,6 87.5 54• 90' 114' 33.7 70'6 ©Resistor 1 30' 645 67.5 ]0' 34.3 71.8 3D' 77.0 875 30' 39.7 83.0 rRo000T SERIES i 3]' 62.0 67.5 33' 33.2 89.3 33• 74.0 875 33' 38.3 80.2 REVN OAIE/REMARKS 36" b9.6 67.5 ]6' 32.1 67.1 36' 711 875 36' 37.1 77.6 72` 72' 72' 7Y REY.1 3.14.14/UPDATE 10 2010 FBC 39' 67.8 875 39' 313 64.8 39' 68.7 _ 87.5 79' 35.9 75.) 42• 55.5 875 42, 30.1 62.8 42' 56.3 67.5 4Y '34.8 72.8 0 46' 81.8 87.5 48• 28.3 59.2 46' 62.0 875 Sr 32A 68.6 54• 45.8 67.6 54' 582 97.5 54' 313 64.6 ENGINEER: 30' 86.8 87.5 30• 67.0 87.5 30' 36.9 77.1 33' 545 875 33' 641 67.5 33, 35.5 74.3 C 6D• 36' 52.4 87.5 60` 36' 815 67.5 6U• 36• 34.3 71.1 MCYSENGINEERING.IN C. ! 39" 50.4 87.6 ]9' 595 87.5 3W 33.1 69.2 8501 SW 124TH AVE.S7E.2053 TOTAL ND.OF AKCNOR9 {2' 18.6 673 7 ODOR MOF AN IIFM 42' 671 673 4Y 37.0 87.0 48• 45.3 87.5 MTTPE�AT FOX.LIFE AT DOOR 46' 533 875 46' 30.0 62A MIAMI.Fl.33163 P:(305)2713117 54' 42.4 875 54' So.1 87S 54' Em.i OCYE•pLw7�pQWml �- 98' 28.3 59.2 108' 51.3 87.5 C 3 7 30: 90' TOY 60.5 87.5 w 80' 120' 33.0 69.0 W74YA YE 33" 49.4 87.5 33, 58.3 87A 3Y 31A 66.6 STAMP:\\`;e )••44 E'' 36' 47.8 87.5 'TRUUTE'DOORS 35' 56.2 975 36' 30.9 64.6 1� il F{G'lly.ANp 72' SEE SEPARATE NOA 72' 72' �\' RA QA()E6(STg., J9' 46.0 87.5 39' 54.3 87.5 39' 29.9 62.6 F 42' 44.5 87.6 42' 02.5 87.5 42' 193 80.7 •. • p�(IS 98J t4 81'AN.t366R73 18• 41.7 87.2 48' 49.1 87.6 IB' 27.4 57 3 *�•• ti. 54- 39.2 62.1 e> 54' 46.3 87.5 =,D L T E - - MAR 14 2014 Jo' 46.2 87.5 i 111\\ 1 v 30' 84.0 873 STATE F' •F1�. ' ]]• 44.4 STS I / I I \ 1 33" 51.9 4173 36" 42A 67.5 r XII \ I 60' '� I� 111 \\I S v x 60• 36' 49.9 37.5 )�p,�•?, 1 39' 41.2 66.2 M F i 39- {e.l B75 ri \ 42• 3970 W.2 1\yy 1 r 6z 42• 46.5 6z5 '4$/ •NILE I \ 111 7 I 7 g rrfll llt ITT 1 48' 372 77.7 I \ 111 r 1 c 48, 43.4 875 54' 34.9 77.9 1 \ 111 I 54• 40.8 65.3 96' 114' I -\)17 I 90' 108' PRODUCT CONTROL APPROVAL' 30' 41.0 67.5 \I r __J 30' 48.5 87.5 33• 40.1 83.9 - J3' 46.6 87.5 JB' 38.8 81.1 3B' 45.2 87.5 ) 72' 39• 37.5 76.4 WIDTH(W2) WIDTH(WT) 72` 39• 43.7 87A f 4235.3 75.9 42' 42.4 87.5 {II 46' 34.1 71.3 48' 39.6 63.3 TOTAL OF AN F 51• 32.2 871 ANpPE OR AT PIL 54' 37.6 76.6 11 A7 FIXLOE AT ODOR A I 3 2 C 2 4 DRAW7k S.L. ORAMNO;N9: STEP 3: MULLION LOAD CAPACITIES DATE'9-22-11 g OF 11 DWG:ADII-20 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . . . . ... i�Trurite. auasaAwwxuusolunox9- i AXplAwnv.M16leso,n MULLION LOAD CAPACITY-PSP MULLION LOAD CAPACITY-PSF MULLION LOAD CAPACITY-PEW • • 714WON 6("CAPA•1V'-.PEP 800 FAIRWAY DRIVE,Supe 200 AT DOUBLE DOOR WITH TRANSOM AT DOUBTS DOOR MTH TRANSOM AT DOUDIE DOOR WITH TRAIWOM • • • N•DWIBIS DOOR WITH TRANSOM DEERFIELO BEACH,FL 33441 i WIT1IOiR 1HT8 W117IOUT R1T11 RITHOUT •\TTN•• • • • • •• WI'R1DUT IiH71 D.BOD�7D61321 T 954.724-2063 NOMINAL DUIB, REINPORCING REINFORCING NOWNAL DWS. REINFORCING RSINFOR13NO NOMINAL DESS. REINFORCING REIN�OROING •NOI�NAI►D*1§. • RBINFO�ING REINFORCIND wlDTlt YMM IF.6O711 LIimtx EKT(+> EXf.(+) WA1D1 9ED7H LF71C1H LENGTH W.(+) M.(+) WIDTH wlDni 1Ff10M IEIIGM EXT.(+) (+ ATH I y _E7if�-) w N) PRODUCT. i (WI) DW2) (A) (L) *f(-) ert.(-) (191) (W2) W (I) INf.(-) IM.(-) (9N) (V42) W (l) INT.(-) •IM.(-r (Wi) (Wz) W 6(LT X911 (-) 30' 87.5 87.5 30' 51.8 87.6 30' 87.5 87.5 30• 50.3 573 33' 87.5 873 33- 49.7 87.5 33• 914 873 3Y 46.4 673 Resistor �, 36• 87,s 873 �. 36• 47.9 87.6. �. 36' 673 57.5 �. Js• 48.7 87.5 3000 ALUMINUM 39^ 87.5 873 u' 48.2 67.5 39' 87.1 97.5 39' 45.2 573 STOREFRONT WALL-LMI 42' 67.2 87.5 4Y +4.7 87.542" 63.9 674 42' 43.7 87.5 48• 81.0 67b 46' 41.9 87.5 48' 78.3 07.5 48' 41A 85.8 54' 84' e0' 75.7 873 54' �, 108' 39.4 82.4 54' Bo• 90, 73.3 67.5 54^ 36.6 BOA *Resistor 30' 87.5 87.5 30' 46.2 87.5 JO' 67.5 87.5 3D' 60' 108' 44.9 87.5 v6o9uar se9lec 3Y 67.5 873 33' 44.7 87.5 33" 85.4 87.5 ]3' 43.5 87.5 72' 36' 86.1 87.3 72^ 3C 43.2 87.5 72• 36' 82.3 67.5 72• 36' 42.1 67.5 REVN DATE/RFJAARKS 39' 83.0 87.6 N. 41.9 87.5 39' 795 87.5 39' 40.8 95.4 R.,I 3.14.14/UPDATE TO 2010 FBC +2: 80.1 57.3 42^ 40.8 84.9 42' 78.9 87.5 42' 39.8 82.8 48' 74.9 67.6 48' J83 80.0 46' 72.1 87.3 48' 37.4 78.2 54• 70.3 873 5+' 36.2 75.7 54• 67.8 67.5 54' 35.4 74.1 30' 79.8 874 30' 42.6 873 30' 76.9 87.5 30' 41.7 87.3 ENGINEER: M 33- 76.6 87.5 3J• 41.1 85.9 33' 73A 873 33' 40.2 84.2 c 66• 78- 73.7 87.3, 66• 38' 39.6 8x9 �. 36' 71.1 87.5 66• J6' ffi9 91.3 MCY ENGINEERING,INC. i J9' 70.9 BTA 39' 38.3 80.1 39' 68.5 87.5 39' 37.6 76.6 GlA2WC CCUSLiT/.vT ) {2' 68.4 67.3 42' 37.1 773 42' 88.2 673 42' 36.4 76.1 8601 SW 124TH AVE.STE,206A I 48• 87.8 87.6 40' Job 72.8 48' 61.9 874 46• 34.2 71.5 MIAMI.FL 33183 64' 594 67.6 54' 32A 6&8 34' 58.1 873 fi4' 80' 114^ 32.2 67.4 P:(305)271-0117 K' 08• 72A 87.S 30'. 8{' IN• 38.1 79.7 30' 80' 96' 89.1 073 30' 37.2 77.9 Fa9e4:MLW.EryN.wiq®anal i 33' 89.4 87.5 3Y 36.9 77.1 33' 65.7 813 33' 36.1 73.4 -AlcyB,* 72• 36' 68.9 67.5 72' 36' 35.7 74.7 38• 64.4 67.5 7Y 36' 349 73.1 SUMP'\11�p1 ..1(j 4am 39• BA.7 87.5 39' 34.6 72.4 72• 39' ,`Y �'V,•• 1 02.3 87.5 >9• 329 68.9 ��``,:W DC• ANGa 42' 82.5 87.5 42' 33.6 70.3 42' 60.3 STS 42• ` } E 5983 w Ii 48• SB.7 87.5 48' 31.7 663 48' F56.7 87.5 48• 31.1 85.1 •� IQl}Nr�38o6�7� ; 54' 55.1 673 51' 30.0 624 84• 53.5 87.5 54' 253 81.7 : fdABt14 2014'x'" 1 30' 833 87-9 30• 35.7 74.7 30' 61.6 97.5 30' ]5.1 73.5 , _ 3Y 61.1 87.5 33' 34.5 72.1 3Y 59.3 87.5 33' 33.9 70.9 .•. i I ]8' S6.8 87.5 60• JB• 33.3 69.6 66• 36' 57.1 .87.5 60• 38' 32.8 68.6 O STATE Op 39' 58.7 873 39' 32.2 87.3 39' 53.1 874 39' J1.7 99.5 'l\\,T i 42' 543 673 42' 31.2 85.2 42' 53.3 97.5 42' ]D.7 64.2 .•' l •.,, 45' 51A 874 48' 29.3 61.2 IB• 499 873 46' las 60.4 171 A%- 27.2 EC`•, - 54' 48.1 873 II4• 27.8 57.8 S4' 479 67.5 II4• 57.0 ..•' 8{' 102• 84• 120' 60' 102' 60' f20' 31.J 65.5 1 30' 57.1 873 30' 31.9 88.8 30' 532 87.5 30• PRODUCT CONTROL APPROVAL 33' 55.1 674 3Y 30.9 64.6 3Y 53.3 874 J3' 30.3 53.1 ' J2' 38' 53.2 973 72. 36' 29.9 62.6 72' 38• SIA 67.5 7Y 36' 29.4 61.5 39' 51.5 673 39' 29.0 60.7 39' 49.9 87.6 SB' 28.5 69.7 i 4Y 49.9 873 4Y 28.2 69.0 4Y 48.4 87.5 42• 27.7 50.0 I 48' 46.9 87.6 48' 26.6 55.7 48' 45.6 673 48' 26.2 641, 1 54• 44.3 87.5 64• 43.1 87b 1 ) I DRAWN:S.L. DRAWING No: STEP 3: MULLION LOAD CAPACITIES DATE:9-22-11 7 OF .'' j owc AD/1-zo 1 f I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHOR LOAD CAPACITY-PSF ANCHOR TOAD CAPACITY-PST • • • ••• • ••• • � Cu ite EXr.(+)8 RR.(-) M.(+)A,IHT4-) • •INTERMEDIATE IN MEDIATE 'TRULRE'DOORS GLAS6AAI1110NUMSOLI1IONS' NOMINAL DNS. I ANCHORS TYPB'A' JAXCIIQRS TIME ANCOM TYPE'C' NOMINAL Dim. ANCHORS TYPE NA" AKCBOBB TUB'E AKCOORT TIPS'C HORIZONTAL IONZONTAL rSEE SEPARATE NOA WIDTH 04 WAKE M 'A2• 'AS' 'M' 'B2' '03' 'CE' 'C3' WIDTH(1Y) FRAME NE 'A2' 'A3' 'A4' '82' '109' 'C2 'CS' hOPlNnrw.OMWe.1am 1" 100.0 100.0 100.0 IOOA 100.0 1 100.0 100.0 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ¢¢ � 800 FAIRWAY DRIVE,Suite 200 30' 100.0 100.0 100.0 100-0 100.0 IOOA 100.0 30' BOA 100.0 10010 100.0 100.0 16MO 100.0 • • • • O • \ � DEERFIELA BEACH.FL33441 36' 100.0 100.0 100.0 IODA 100.0 100.0 100.0 J6' 620 100.0 100.0 100.0 IOOA 100.0 IOD.O • •• • • • •• •\ P•600432•BW2I1,954-724-2063 42' 100.0 700.0 !ODA 100.0 100.0 100.0 100.0 42^ 114' 71.0 100.0 100.0 92.1 IOOA 95.0 IOOA 4.0• .1 4' • • ' 48' 78' 90.6 IODA 100.0 100.0 100.0 100.0 100.0 48' 62.1 93.2 WILD 80.8 IOOA 63.2 100.0 • • • • I V PROWCT: 51' 80.7 1004 100.0 100.0 100.0 100.0 100.0 54' 55.2 82.8 100.0 71.9 100.0 73.9 100.0 •• • • •• J bo' 728 100.0 100.0 940 100.0 97.2 100.0 60' 49.7- 74.5 00.4 64.7 074 66.5 094 I W1 Yl2 I W3 I WI Y/2 Y73 Resistor 88' 664 984 SODA 639 100-0 88.4 100.0 24' 700.0 HOOD 100.0 100.0 IODA IOOA /OO.Q '' 72' Eos 9oa 100.0r87. 100.0 61.0 IODk ]0' 94.4 100.0 1 .0 100.0 IOOA 100.0 100.0 740TH(w).. WI WIDTH(W)- Wt 3000 ALUMINUM 24' 100.0 1004 1000 100.0 100.0 100.0 36' 78.7 100.0 :0 700.0 700.0 100.0 Ieo.O AT FRAME AWB AT FRAME JAMB STOREFRONT WALL-LMI 30' 100.0 100.0 100.0 100.0 100.0 100.0 42' 120• 674 •100.0 100.0 87.8 100.0 90.3 100.0 W2+WS W2+WJ ]6" 100.0 100.0 100.0 100.0 IODA to" 4B' 594 BBS 100.0 764 1000 79.0 100.0 A7 FMYER MULLION 2 AT FRAME MDTH ULI0.M 2 4Y 98.3 100.0 100.0 100.0 100.0 160.0 54' $24 78.7 100.0 60.3 100.0 70.2 IOOA oResistor 48' 84' 843 100.0 IOO.O 100.0 IOOA 100.0 80 47.2 70.8 94.4 01.4 82.2 63.2 940 P...u o T s A 816 a 54" 74.9 100.0 IOOA 100.0 100.0 100,0 60' 67A 100.0 I00A 1000 903 100-0 'fRUIfE'DOORS 'IIIULITE'DOORS REVN GATE/REMARKS 68' 613 91.9 IOOA 79A 100.0 821 100.0 SEE SEPARATE NOA SCE SEPARATE NOA / _ Ray.l J.14.14 UPDATE 70 2010 FBC 720 56.2 84.3 100.0 75.1 IOOA 75.2 100.0 (- 1 � r �•�7 24' 100.0 1000 100.0 100-0 100.0 /DOA tome qp I \\I tl0 dli NITS"I \\I •tys 6 1 ]0' 100.0 100.0 100.0 700.0 IODA 100.0 100.0 .61• W 80 W W 'i �W�: 1 36' 100.0 100.0 100.0 tau 100.0 100.0 100.0 4Y 89.9 100.0 100.0 1 ODA 100.0 100- 100.0 I I 1-.`\III�_J C 48' 00' 76.7 100.0 100.0 10010 100.0 $0010 100.0 - RACY ENGINEERING,INC. 54' 80.9 100-0 100.0 01.0 100.0 93.6 1000 Wt W2 W3 Wl W2 lV3 GLA?.NG CO.SULTANT 60' 62.9 94.4 100.0 81.9 IWO 843 1000 MOTH(P/)- WI WIDTH IN)- WI sm 8W124THAVE.STE.2o5A 80' 57.2 85.8 100.0 74.5 100.0 76.6 100.0 AT FRAME JAMB AT FRAME JAMB KRAMIJ FL 33193 7Y 52.4 78.7 100.0 68.3 100.0 702 100.0 ANCHORS TIM,SEE SHEET 9 FOR DESCRIPTION f 24' IOOA 100.0 100.0 1000 100.0 100.0 100.0 102 a(2)ANCHORS/YP<'A'AT JAMB OR EACH SIDE OF MULLION WIDTH W2+Y13 WIDTH(W) W2+W3 P:(905)277-0117 7 Earl:IACY.Ey'ONAO.A9A41 ; 103 e 3 ANCHORS TYPE'A'107 JAMB OR EACH SIDE OF MULLION 2 2 ' 30' 100.0 100.0 100.0 100.0 IOOA 100.0 100.0 () AT FMVE MULIpN u FRAME MULLION M9v+ YNervO.mm 30• 96.3 100.0 100.0 100.0 100.0 100.0 100.0 (4)ANCHORS TYPE'A'AT JAMB OR EACH SIDE OF MULLION STAMP. ,\\NG,'`I Ci � i 42' 843 100.0 100.0 IOD.0 100.0 100.0 100.0 B2 a 2)ANCHORS TYPE'8'AT JAMB OR EACH SIDE OF MULLION ��� 1 lAN6r iL. I 4B" OB' 7].B 100.0 100.0 96.0 100.0 986 100.0 B9 3)ANCHORS TYPE'8'AT JAMB OR EACH SIDE OF MULLION ,�f'LOR E01ITRA 54' 65.6 28.3 100.0 85.3 100.0 a7-B 100.0 � � "•C 'gry 28 tl3 F'• I CE (2)ANCHORS TYPE'C'AT JAMB OR EACH SIDE OF MULLION ,+•* '�'•IUI83 60' 09.0 88.5 100-0 78.6 100.0 794 100.0 C3=(3)ANCHORS TYPE'C AT JAMB OR EACH SIDE OF MULLION :A 68' 57.8• BIOS IOOA 89.8 100.0 71.8 1004 72' 492 73.8 98.3 84.0 980 &A 96.8 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. "•' MAR 20 4 z1" 100.0 100.0 100.0 100.0 100.0 took 100.0 ` STATE ��' 1 30' 1004 100.0 100.0 TODA TWA 100.0 100.0 A 7 I 36' 91s IOOA 100.0 100.0' 100.0 100.0 100.0 I7,•• 'Jr�`O a2' 793 100.0 100.0 100.0 1000 100.0 100.0 01 46' 102' 69.4 100.0 I00A 90.4 100,0 82.9 IOOA 4• `J7A7 84' 61.7 924 100.0 80.3 WILD 82.6 100.0 -N CONTROL F P ROVA 60' 55.5 833 40.0 72.3 100.0 74A IOU PRODUCT CONTROL APPROVAL: 66' 50.5 78.7100.0 85.7 98.6 679 100.0 3' 72' 40.3 88.4 92.5 802 90.4 824 92.9 24' 100.0 100.0 100.0 IOOA. 100.0 100.0 SODA 30' 100.0 700.0 100.0 100.0 100.0 100.0 100.0 3- 35" 57.4 100.0 100.0 100. 1 100.0 W00 y 42' 74.9 100.0 100.0 07.5 100.0 100.0 100.0 48' IOB' 68B083100.0 853 100.0 87A 100.0 A/ r 1 3/4"54' 50.3 67.4 1000 73.9 100.0 784 I00A 1 3/4" T 3/4' 52.4 78.7 IOO.D 60.] 100.0 70.2 100.0 88' 47.7 71.5 95.4 821 '93A 6].A OSA All-112.CB AS,09.C8 UMWN:S.L. DRAWING No: STEP 4: ANCHOR LOAD CAPACITY DATE:9-22-„ 8 OfC 11 OW:ADI1-20 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . ... . . . ,I EDGE DISTANCE d • • • • • • • ••• p v'4.TYPICAf ANCHORS VIOOOD ffY DUCKKS TYPICAL ANCHORS ••• : ••• TYPICAL ANCIq • �Tru l Ite SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING GLA988 ALUMuluusaunONs" i d d EDGE DISTANCE EDGE DISTANCE SEE ELEV.FOR SPACING METAL STRUCTURE 4 + ave MIp9Avww.4uNE.com •p • • •• ••• • 800 FAIRWAY DRIVE,&Ab 200 • • , .� j �. • o• DI3E2LD21HL33441 243093 m • • • • • • • PRODUCT. LE 1 Resistor 8 4 m 3000 ALUMINUM STOREFRONT WALL-LMI 9 6 5 3 TYPICAL SEE ELEV.CORS I SPAGNG VIOOU DUCKS AND METAL STRUCTURES NOT BY TRUUTE. ORBSISL}OP a NG TRANSFER THEM TO THE BUILOINO STUST SUSTAIN LOADS IMPOSED 9YO RUCTURE.SYS7EN ANO P R O D U 8 T E!R 1 E E 0 REVN DATE REMARKS o - EDGE DISTANC mi RAv.1 3.14.14/UPDATE TO 2010 FDC P'1 6 TYPICAL ANCHORS: 2 9 3 s W SEE ELEVATIONS FOR SPACING ENGINEER: M W TYPE 'A' 1/4' DIA. 1 T A 11N BY' CO' (Fu 177 KSI, Fy-155 KSI) E+ INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8'MIN. PENETRATION INTO WOOD INTO CONC. NICY ENGINEERING,INC. r+ / GLAZING c0AGul.rnaT O O O 2 8601 SW 124TH AVE.-6.206A THRU WOOD BUCKS INTO CONC. OR MASONRY 0% 1-1/4"MIN. EMBED INTO CONIC. MIAMI.PL 33183 I P:1305)271-0117 iypp 'a' 1/4" DIA. ULTRACON BY'ELCO' (Fu 177 KSL FY-156 KSI) E+n r(305)„•R.0117 x a0 DIRECTLY INTO CONCRETE OR MASONRY ww+.M in..,Ei own 4 M 1-5/8'MIN. EMBED INTO CONCRETE OR MASONRY. STALIP:``4 (�' `� 'ryYN+C1,WANC.RE. (� TYPE 'G' I4 SMS OR SELF GRILLING SCREWS(GRADE 2 QRST ,�� FFCtp0�111IIJ�T I{)N. r_______________ INTO MIAMI-DAOE COUNTY APPROVED MULLIONS �� V• 1559 N. 7 I IMAMI-GAGE COUNTYON ANC ORS II (7/8"THK. MIN.)INTO METAL STRUCTURE. MULLKNI do MULLION ANCHORS ) I;SEE SEPARATE NDA it STEEL: 12 GA. MIN. (Fy= 36 KSI MIN.) MAR kA 2014 : o I EDGE DISTANCE 1I ALUMINUM 1/8"THK. MIN. (6063-TS MIN.) I I1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) STATE 'L:: r 6 5 TYPICAL EDGE DISTANCE irrr rs MALE r 3 INTO CONCRETE AND MASONRY- 2-1/2"MIN. 272 1Tj11 9 INTO WOOD STRUCTURE- 1"MIN. PRODUCT CONTROL APPROVAL; 4 y INTO METAL STRUCTURE- 3/4'MIN. X TYPICAL ANCHORS CONCRETE I'C-3000 PSI MIN. v°i �� FOR C-90 HOLLO%Y/FLLED BLOCK I'm- 2000 PSI LAIN. �l i m SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH SILICONE a' <• GLAZING OPTIONS 6A,6B OR 6C. 4 :6 3 m FRAME CORNERS SEALED WITH DOVI CORNING 999 OR EQUAL COMPATIBLE TYPICAL rSlCHORS a SEE 9".FOR SPACINGv 4 a EOCE MST v DRAYIN:S.L. DRAWUIG Ne: THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED DATE:'-22-11 9 OF 11 Ol9G:ADI . . ... . . . ... .. .. . . . .. .. . WOOD BUCK FILLEROPTIONIAIL • • • • • • • • • • • i By HIERS O O • • • • • • IF 71• REPIFOBCO.WINC V 2 SEE CHARTS ON SHEETS 2 4 MRU 7 ClA55iAwWlIDM60L0II01115- MIp9Nmw.Iru w—a p } • 0 • • w •• •• 800 FAIRWAY DRIVE,".200 �\ \ • • • • • �\ \y DEERFIELD BEACH,FL 39441 \`\1 • ••• • • t`\\ P•a004322132I1.654724-TD83 • \v •• • • • F ay PRODUCT: ha Resistor 3000 ALUMINUM B STOREFRONT WALL-LMI \ \y \ �l v \ \ oResistor Paoouar 4a0,144 • 11 O.L.OPG. DA.GPC. REVN DATE/REMARKS R.A 3.14.14/UPDATE TO 2010 FDC SILICONE SEALANT DOW CORNING 790 OR EQUAL IAN k MAIC CAP RECOMMENDED SEALANT DEPTH SEE CHART BELOW SHALL BE HALF THE SEALANT WIDTH. M MIN,&!AA%.GAP FRAME WIDTH FRAIAE WIDTH ENGINEER: l; SEE CHART BELOW EXTERIOR OR INTERIOR MCYENGINEERING,INC, GUSPN'G CONSULTAAT 8601 SW 124TH AVE.BTL:.205A AGP-154 MIAMI,PL 33183 (1048A) p:!305)271-0117 W.FRAME GAP O JAMB/HEAD F1 EmeE MOY.EnpIMNYp•aami HEIGHT MW. MA%. MOA./10-24 MIAMI–DADE COUNTY vwrA1CYE a mm 50. 3/I B' . AT 12'O.C. --------- APPROVED DOOR BY'TRULUE' STNAP: 111"" f---'-----1 SEE SEPARATE NDA FOR ♦♦�*'kc 72' 1/4' !/2 i \ � MIAMI–DAOE COUNTY 1 DOOR RATING AND DETAILS ♦ / ` \' APPROVED DOOR BY'TRULRE' i �♦ S 8 .•• ! 84' 1/4' 1/2' ',`\♦ SEE SEPARATE NOA FOR 1` ♦♦ ALAN.211 7 98• 3 r 1/2' \ 1 r�i DOOR MT.AND DETAILS , i : NO 55�da •:�1 '� 1-------- ---- -- -- ----------------- 10B` 3/8' 1/2' .,\� '----- - �_ 1 ', =*• MAR 19 2014 :(c 12W 1/2• 1/2' i� :W MA%.FRAME MAX GAP AT �. 1 __________________ A�n- 60 FA.CH 51� ,30 FT. 1-1 B i ' ALTERNATE SEALANTS AT JAMB GAPS CAN BE 1 – ' '� �i i -- i� PRODUCT CONTROL APPROVAL DESICN ___EO BY ENGINEER OF RECORD L_____ –_ – BASED ON MANUFACTURER GUIDE UINES. 1 _ _-___r___________ ______1 ____________________ _________-________________________ MIN. 12-24 SMS MW. 12-24 SMS MIN.3 HINGES MW.3 HINGES DRAWN:SL DRAW WO NO: DATE:9-22-11 10 OF 11 DWG: ADI 1-20 . • ... . . . ..• .. .. . . . .• .. . . • • . . • . . . . . . .•. • • . . ... . ... . ..• . . BILL OF MATERIALS • • • • • • • ••• ttBM VIY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMAR • • • • ••• • F ru'ite KS GLn6eAALUMwUMSOLUTIONS- 1 AS REDO. 3001 FRAME HEAD/SILL/`IAMB ALUM.5053-TO IRULRE h8p/Anvw.OuGle.mm 2 AS REOD. 3002 RRERMEOMTE MULLION MW/HORO) ALUM.W63-18 7RULOE •• • • • •• 000 • 800 FAIRWAY DRIVE,Sui1820D 3 AS REOD. 3003 CNZIIJO STOP ALUM.6003-75 7RULRE • • • • • • 4 1/CORNER 3004A SHFAR BLOCK ALUU.6063-76 1'LONG DE FJRFIELDBFACR,FL33A01 • •••®• • • •• • p 000-4324t3211,954-724-20113 AS REOD. H-83 OWING CASKET 5=10ONE _ • •pl• • • • BA AS REOD. OC805 SILICONE SENANT DOW CORNING. ••• • • ••• ••660 ••• PRODUCT: 60 AS REOD. S504000 SILICONE SEALANT GE OJOME W GC AS REOD. PR�IGAZE SILICONE SENANT TREMCO A.HEAD ASSEMBLY Resistor 7 2/CORNER Stl 12-24 x 3//'F AT��THREAD CUTID80 _ 3000 ALUMINUM 8 2/CORNER P13 1/2-20 K 1-1/2•PAN HEAD MACHINE SCREWS - 51'OREFRON'I'WALL-LMR 9 V2100 GLAZING FOAM TAPE NORTON RA - W2200 °LAZING FOAM TAPE - HORTON ® °Resistor 10 AS RECD. - SETTNG BLACK(1/2•K 1/e'K C LUNG) EPDM - PROouoT 66RI Lu 10A AS REOD, H520 SETING BLOCK(1/2's 1//'a A'LONG) EPOM 8 11 AS REOD. 3004A AUL9"REINFORCEMENT ALUM.6063-78 1RLAITE REVN DATE/REMARKS R..1 3.11.1A/UPOAIE TO 2010 FOC 1.600 +1 e•IM G ENNEER: —f M�y O MCY ENGINEERING, _l GLINC.1!,! A.ZNG CONSL'LTAti F 8501 SW I2ATH AVE.STE.205A 9/8 4002 B.INTERM.HORIZONTAL MIAMI.FL 33183 • P:(305)271-0117 2.760--J 146 Fnuk NCY.E,g4nP8p$aOnW MVWAK,YE,O1nNAy.mi 1O FRAME HEAD/SILL/JAMB4O SHEAR BLOCKA ��1 �` pR S7RAT10)1 _ PEI 1 CA @e857 Jo 1.076 ` MAR 11 2q 4 � ubr7111-•6 PRODUCT CONTROL APPROVAL: i 2.760 1 125 I ®FRAME INTERMEDIATE MULLION O WEDGE—IN GASKET O .040 T_ � I GENERALNOTE: 1. GLASS NOT SHOWN FOR CLARITY. f 00 2. FRAME AND PANEL CORNERS,INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS TO I.NO 4.876 C.SILL ASSEMBLY BE BEALE WITH CLEAR COLORED SEALANT. OPoLWN:S.L. —NG03 No: GATE:8-22-11 11 OF 11 GRAZING STOP (9/16'GRASS) 11 RENFORCEMENi IOVIG:ADIt-20