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MC-13-562 Inspection WorksheetC I Z� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-187744 Permit Number: MC-3-13-562 Scheduled Inspection Date: July 15, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: AGUIRRE, DIEGO Work Classification: A/C Replacement Job Address:254 NW 92 Street Miami Shores, FL Phone Number (305)646-1283 Parcel Number 1131010331260 Project: <NONE> Contractor: TSE AIR CONDITIONER CORP Phone: (786)536-8517 Building Department Comments INSTALLATION OF NEW A/C MINI-SPLIT SYSTEM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed IM Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 14, 2015 For Inspections please call: (305)762-4949 Pagel of 39 Permit Ato. MC-3-13-66-2 �sN Miami Shores Village Per7t#Type.iaweh"k ll-ftontlat 10050 N.E.2nd Avenue NW rWork 0"Sft,ion: RopftcaftW • ""'�" Miami Shores,FL 33138-0000 e--r-m Phone: (305)795-2204 �iun`o►• Expiration: 01/04/2016 Vis:715 Project Address Parcel Number Applicant 254 NW 92 Street 1131010331260 RONGINA COOKY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RONGINA COOKY 254 NW 92 ST MIAMI SHORES FL 33150-2231 Contractor(s) Phone Cell Phone Valuation: $ 1,150.00 TSE AIR CONDITIONER CORP (786)536-8517 Total Sq Feet: 0 Tons: Available Inspections: Additional Info:MINI SPLIT SYSTEM Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work:MECHANICAL Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# MC-3-13-47083 DFee $2.25 DCACA Fee $2.25 03/20/2013 Credit Card $50.00 $266.70 Education Surcharge $0.40 07/08/2015 Cash $266.70 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $1.60 Work without Permit Fee $150.00 Total: $316.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. 'Authorized July 08, 2015 Authorized gn reebwner / Applicant / Contractor / Agent ate Building Department Copy July 08, 2015 1 Miami Shores Village r Building Department ----- ------ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762A949 BUILDING Permit N6. PERMIT APPLICATION Master Permit No., J f 2-- )-1 jl9 FBC 20 Permit Type: MECHANICAL h Q OWNER:Name(F ple Tit leh er : i1 Phone#: Address City: ATP—P, State: Zip: ✓3 Tenant/Lessee Name: Phone#: Email: " JOB ADD RESS: r sr City: Miami Shores County: Miami Dade Zip: as i Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRAC OR:Co`m �t47L�any Name: / - / • i t)h Phone#: Address: CI C City: /ID State: 3 D { �,� � r� .� b Zip: J Qualifier Name: //�� Phone#:' ? 5"3 State Certification or Registration#: 4A C ) t0� Certificate Competency#: Contact Phone#: Email Address: 1• alQ o2 V'0#60i I b DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ - ©� Square/Linear Footage of Work: Type of Work: OAddr4ss— It tion ONew r ORepair/R ce •�ODemoliUon D 'ptio Wo k: Y� S P{IA 1^ Y1 ZS IIJ/— 1 SIITT PV ANQ-• 719 Submittal Fee$ Permit Fee 6V CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Nota r Training/Education Fee$ Technology Fee$ ouble Fee$ Structural Review$ TOTAL FEE NOW DUE$ _ i 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 PAYINIG 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 ofmencement/must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I I the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature caner or Agent Contractor 11 The foregoing instrument was acknowledged before me thi20-11The foregoing instrument was acl4iowledged before me this_�Lr) day of 114 ,20 13 ,by� Carrie Cao ky, day of ,20 13,b�tec� k I I (c to Pn t, 4 O who is personally known to me or who has produced_ who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n: Po�J— Sign: Print: Karon Band^ Print: Lo My Commission Expires: Notary public State of Florida My Commission Expire r np'•., Lourdes Rey r , : Karen Banda 'COMMISSION#EE 180926 My Commission EE 847850EXPIRES:MAR.19 2016 ?o f,o� Expires 10130/2018 :�� •' , • OF�••� ES �uN APPROVED BY lans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department I��pRipp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305) 795 2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet.Multiple units on single sheets are not acceptable. Job Address(where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI(AHRI)DATA SHEET REQUIRED Change Disconnecting means:YES ❑ NO❑ ARHI Sheet Attached:YES❑ NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG.UNIT MODEL# COND.UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1 M.C.A AHU CU PKG AHU CU PKG 2 M.O.P AHU CU PKG AHU CU PKG 3 VOLTS AHU CU PKG PKG UNIT 1 I PKG UNIT I 1 EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: Contractor's Company Na Phone: State Certificate or Registr ion Certificate of Competency N. Signature Date: a u per's signature only) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET ae,we�• TALLAHASSEE FL 32399-0783 MILIAN-PRIETO, PEDRO TSS AIR CONDITIONER CORP 33 NORTHWEST 108 COURT33172 MIAMI FL _:STATE m hLoiudA' AC#6 2`4 119.4 EPARTMENT: OF BUSINESS AND - :D , Congratulations! With this license you become one of the nearly one million PROFBSSIQ� REGULATION .� Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from s' x 2 127 005125 boxers to barbeque restaurants,and they keep Florida's economy strong. 'CAC181668'6> Every day we work to improve the way we do business in order to serve you better. " For information about our services,please log onto www.myfloridaticensex0m• C$RTXFI$D c, There you can find more information about our divisions and the regulations that 3 ''MILiI14N-pK ry impact'you,subscribe to department newsletters and learn more about the TSL AIR Gd Departments initiatives. - Our mission at the Department Is.,License Efficiently,Regulate Fairly.We i constantly strive to serve you better so that you can serve your customers. ! ,=S CaaTsg=sn under the p=gysiona of cn X89 r, Thank you for doing business in Florida,and congratulations on your new license! 1Xviratioa date, AUG,$I, 2D14 L1201io2ii aa`. DETACH HERE �_ ---�---- ~ A1C# 6 3 �31 STATE OF FLORIDA DSPARTMEN' OF 'BUSXNESS AND PROF$SSIONAL ':REGDLATION CONSTRUCTION INDUSTRY :LICENSING HOARD SEi L120 ,. LIC F NBR, t 08 :02 2012 12700.5125 CAC18X66$ � The CLASS A AIR CONDITIONING Named .below. IS CERTIFIED z ` Under the provisions of Chapts t+a+ss Expiration date AUG 31, 2014 ! p f .Q^ MILIAN-PRIETO, PLDRO �� TSS AIR CONDITIONER: CORP 33 N RTHWSST 108 COURT FL 33172 �> � JJI VV k � R J ... RiCSCOTT j gy Bl LAS. GOVERNOR '; DISPLAY AS REQUIRED ` _Feb. 21. 2013 9: 03AM THE FIRST INS• GROUP CORP No. 9150 P. 1 CERTIFICATE OF LIABILITY INSURANCE [DATi02/21/13 o2t21 t1 a_ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER_THIS--I 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 P~Ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require on endorsement- A statement on MIs COMCate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER CONTACT 14AME:__• _-_- MIfiWMMESA _ First Insurance Group PIwME s0. (305)221-7878i Qc,N, (305)554-7090 IL - _ _.. M 10967 SW 40 St I2IAMMESA�AOL.COM -- Miami,FL 33165 INSURER(II)AFFORDING COVERAGE NAIL N-- Phone 305)221-7878 Fax (305)554-7090 - — INSURERA: FEDERATED NATIONAL INSURANCE: INSURED INSURER B?...._-•--- _._. _ TSE AIR CONDITIONER CORP 33 NW 108 CT MIAMI FL 33172 305 _ _ INSURER F: ` COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: - TTHIS 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 RFSPECT 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 ADD l4UBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER M _)_iMMr GENERAL LIABILITY EACH OCCURRENCE S 1,000,000.00 OAMA E RMn ® COMMERCIAL GENERAL LIABILITY P EMISES(E,8 oc $ '00100"o _— ❑ ❑ A CLAIMS-MADE ❑ 01/11/2013 01/11/2014 OCCUR GLOSO4008082-01 MED EXP one person S 5,w-00 — •'-- —.._......-..._ PERSONAL d ADV INJURY s. 1,000,000.00 -.. ❑ GENERAL AGGREGATE s 2,000,000.00 GE01 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S 2,000,000.00 ❑ POLICY ❑ PRQ ❑ LOC.-_._.,_ E AUTOMOBILE LIABILITY OMe. D SpNGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) S _. --_• ALL OWNED SCHEDULED BODILY INJURY(Por a=idlMl S ❑ AUTOS ❑ AUTOS NON-OWNED y PR E�ItTY GE g ❑ HIRED AUTOS ❑ AUTOS Per ee _.. ..__ ❑ 0 ............ ❑ UMBRELLA LIAR [:]OCCUR ... EACH OCCURRENCE— S - { ❑ EXCESS LL42 ❑CLAIMS-MADE AGGREGATE _^ $ _ DED- ❑ RETENTIONS s WORKERS COMPENSATION ❑WC STATU- OR_ AND EMPLOYfRS'LIABILITY Y/N "� ANY PROPRIETOMPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1 OFFK:ERIMEMSER EXCLUDED? ❑N I A (Mandalay In NM) ELL,DISEASE-EA EMPLOYEJ S Wasaioe under IPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEMC!_ES (Attach ACORD 181,Additional RemaNs Schedule,I aero space Is required) - -- GENERAL LIABILITY AIR CONDITIONED OPERATIONS 4�y }U Meq° �cF,y4R��li /,��3°Ro CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES ESE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING THE EXPIRATION DATE THEREOF,NOTICESE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISKM. DEPARTMENT 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE _ MIAMI SHORES,FLORIDA 33138 t 01 US-2010 ACORD CORP. rights reserved ACORD 25(2010105)QF The ACORD.no and logo a gi red marks of ACOR 2013-02-21 09:08 3055547090 305 554 7090 PAgina 1 3 1 12-21-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has, elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/21/2012 EXPIRATION DATE: 12/21/2014 PERSON: MILIAN PRIETO PEDRO SR FEIN: 273630682 BUSINESS NAME AND ADDRESS: TSE AIR CONDITIONER CORP 1163 NW 125 CT MIAMI FL 33182 SCOPES OF BUSINESS OR TRADE: 1- HEATING, VENTILATION, AIR-CONO IMPORTANT: Pursuant to Chapter 440 . 0504►, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.s., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES F Pursuant to Chapter 440.05114), F.S., an officer of a corporation who DIVISION OF WORKERS'COMPENSATION CONSTRUCTION INDUSTRY elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDAL under this section may not recover benefits or compensation under this WORKERS'COMPENSATION LAW 0"- - D chapter. EFFECTIVE: 12/21/2012 EXPIRATION DATE: 12/21/2014 Pursuant to Chapter 440.05112), F.S., Certificates of election to be PERSON: PEDRO MILIAN PRIETO SIR H exempt... apply only within the scope of the business or trade listed on 273630682 E the notice of election to be exempt. FEIN: R BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.0503), F.S., Notices of election be exempt TSE AIR CONDITIONER CORP and certificates of election to be exempt shall be subjectt to revocation 1163 NW 125 CT if, at any time after the filing of the notice or the issuance of the MIAMI. FL 33182 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE person named on the certificate to meet the requirements of this 1- HEATING, VENTILATION, AIR-COND section. QUESTIONS? (850) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 Intertek ETL Listed Directory http://etlwhidirectory.etlsemko.com/WebClients/TTS/DLP/products.nsf// F" elm us Intertek tEf COMM ttltEftlyt <-Back Product Description Contact Us A m e r i ca s+1-888-347-5478 (or+1-312-906-7801) Title: HEATING&COOLING EQUIPMENT Email dirlist@intertek.com Company: KLIMAIRE PRODUCTS,INC.-Doral,FL USA lnterzek ii.mc Product Information: Split-Type Air Conditioner,Model Nos.KS WT followed by 012,018,024;followed by Product o"ectones -C,-H;followed by 213.Model Nos.KSWT followed by 009.012;followed by-C.-H; followed by 113. Unitary Air Conditioners,Model Nos.ARAM followed by 18H2P,24H2P,301-12P,36H2P, Inspector Center 421-12P,481-12P,601-12P, 18301-12P,3642112P.Model Nos.AXAM24112R AXANL30112P, Get up-to-date AXAM42H2P.Model Nos.CRM,CSM followed by 18C2P13, 18H2P13, 18C2P16, information on 18H2P16,24C2PI3,24CP13,24H2P13,24C2P16,24H2P16,30C2P13,30H2PI3, everything from our 36C21?13,36H2P13.48C21?13,48H2P13,60C2P13,60H2P13,60 2P14.601-12P 14.Model Accreditations to our Nos CSM followed by 30C2P16,301-12P16,36C5P13,36FL5P13,36C2P16,36H2P16, Certifications and Marks. 42C2P13,421-12P13,42CY16,42HY16,6005P13,601-15P13.6005PI4,601-15P14. Learn more... Evaluated to the A representative sample of the listed devices have been tested,investigated and found to following: comply with the requirements of the Standard(s)for Heating and Cooling Equipment News (UL-1995)and are identified with the ETL Listed Mark. Intertek Unveils New Design for Product Safety and Quality Certification Marks.Learn..,more,,,, _ <-Back 020101ntenek At Rights Reserved. All other product or service names are the property of their respective owners. 1 of 1 2/1/2013 3:19 PM M IAM MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Shutter Tech,Inc. 7485 West 2°d Court Hialeah,FL 33014 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Maximum Impact 0.050"Aluminum Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 98002,titled"Maximum Impact.050 Aluminum Storm Panel",sheets I through 7 of 7,prepared by Ramms Engineering,Inc.,dated January 10, 1998,last revision dated January 01, 2014,signed&sealed by Robert Monsour, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-203,TAS- 202,and TAS-203,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 ben ' r doe it u its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0628.12 and consists of this page 1,evidence submitted pages E-1,E-2&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. h1lMll-DADE COUNTY NOA No. 14-0127.03 f '' Expiration Date: 10/22/2017 �• c;:.- Approval Date:03/13/2014 a3:fel I Page 1 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01-0718.09 B. TESTS See NOA 01-0718.09 C. CALCULATIONS See NOA 01-0718.09 D. MATERIAL CERTIFICATIONS See NOA 01-0718.09 E. STATEMENTS See NOA 01-0718.09 F. OTHER NOA 01-0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami--Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. NOA #02-0312.08 cover page states the member of sheets incorrectly "sheets I through 18". This NOA #04-0621.01 is issued to revise NOA #02-0312.08 and correct the number of sheets on the cover page to "sheets 1 through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. s Het y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 14-0127.03 Expiration Date: 10/22/2017 Approval Date: 03/13/2014 E-1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0117.05 A. DRAWINGS 1. Draiving No. 98002, titled "0.050"Maximum Impact Storm Panel", sheets I through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/1212006, signed&sealed by Robert Monsour, P.E., on 01/12106. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analyses dated January 06, 2006, 41 pages,prepared by Ramms Engineering, Inc., signed&sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office. i E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0831.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2007 Edition, issued by Ramms Engineering, Inc., dated August 22, 2011, signed and sealed by Robert S Mansour, P.E. H A. Makar,'P.E.,M.S. Product Control Unit Supervisor NOA No.14.0127.03 Expiration Date: 10/22/2017 Approval Date:03/13/2014 E-2 Shutter Tech,Inc; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0628.12 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 0.050 Aluminum Storm Panel Shutter,prepared by Blaclavater Testing, Inc., Report No. BT-12-002, dated May 30, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2010 Edition, issued by Ramms Engineering, Inc., dated June 26, 2012, signed and sealed by Robert S Mansour, P.E. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98002, titled "Maximum Impact.050 Afteminurn Stor»t Panel". sheets 1 through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 01, 2014, signed&sealed by Robert Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS - 1. None. D. QUALITY ASSURANCE I. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Asset Purchase Agreement. ,4' ' Cla my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 14-0127.03 Expiration Date: 10/22/2017 Approval Date:03/13/2014 E-3 2 3/8' 21/4, COMPLIES WITH: .050 ALUM. REv—s 9. 2 3/8' 5 13/16' FLORIDA BUILD/NG CODE 09/11/98 SP 4./l TESTED TO TA201, TA202 AND TA203 01/06/06 SP L Ln 090DP2 2' 090 m '.090Q ro OESIGN CRITERIA: r 01/16/14 sP m HI a VARIZ3 " WIND LOADS TO BE CALCULATED AS PER ASCE 7 NO INCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF TH/S PRODUCT a GENERAL NOTES: ! ALL ALUM/NUM EXTRUSIONS TO BE ALLOY 6063-76 OR EOWL i STORM PANELS SHALL BE: O 7/16`{--E P r�P 3/8'Y-f P .050 5052 H-32 ALUMINUM OR£OtuL r I� NL N N 10 I1 SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 112- ?u /2" IA V M1�M�.ArIN N G ?`r L2H N LlN In THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, 1/9 Ij�@ IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN09,71 8"MIN , 8MINPANELS MAY BE NOTCHED OR M/TERfO TO ACCOMM004TE AN OBSTRUCTIONFUi 8AR 8AR i 1 29/32'I + r1 O 1 1/2' ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF Q THE FOLLOWING OR EQUAL W/TH MINIMUM ULTIMATE LOAD VALUES SHOWN L7L VARIOUS TYPES OF f-TRACK NOT SHOWN 1/4"DIA. RAWL LOX/BOLT ANCHOR(SLEEVED DRIVE ANCHOR) W V 7 aa$ AWN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8"MW. EMBED. AV CONCRETE 2 MIN TENSILE 1200 - MIN. SHEAR 1270 - 1 1/8"MIN. EMBED. IN MASONRY Z 2 I I 1/4-20 RAWL CALK-IN ANCHOR(MACHINE SCREW ANCHOR) WITH 1/4-20 BOLTS R 1.125 O'-3 4" MIN TENSILE 1870 - MIN. SHEAR 17.T0 - 7/8"MIN. EMBED. IN CONCRETE u � VARIOUS DEGREE MR✓. TENSILE 880 - MIN. SHEAR 1J40 - 7/8"MIN. EMBED. IN MASONRY Z 8 CORNER PAN �' m VARIES o 1/4"PL -SEAL TAPPER BY RAWL (MASONRY SCREWS VARIOUS HEAD TYPES) (� .0550 Nw. !00 M RETURN LJH MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 1/2"MEN. EMBED. IN CONCRETE `� 'S h MIN. TENSILE 880 - MIN SHE 1270 - 1 1/4"MIN. EMBED. IN MASONRY (i. 3 I6 1/4"ZAMMC NAILIN BY RAWL (ZAMAC HAMMER DRIVES) 2- i ci J/I6' ^ b 14 m MIN. TENSILE 980 - MIN. SHEAR 1400 - 1 3/8"MIN. EMBED. IN CONCRETE 2-- .100 2� L'a �n 15 MIN TENSILE 7JO - MIN. SHEAR 1320 - 1 1/4"MIN. EMBED. 1N MASONRY Q 15 'IW L-P_ "MIN d v, .060 MIN "'! .060 MIN. ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL UCS OR URGER Ti Q WITH /"ANN THREAD PENETRATION, 1/4-20 BRASS WOOD BUSHINGS OR BLOCKING 2114' !/4'ELCO PANEL MATES WITH 1 7/8"MIN. THREAD PENETRATION. REFER TO SHEETS 5,6&7 OF 7 FOR ANCHOR SPACING AND MINIMUM£MBEOMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 2 STRUCTURE TO WITHSTAMO THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. a 7/8'1 3/32' 3 7732' 13/3?' VARIES s., I EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING n CORNER PAN 19 "SHUTTER TECH, INC.HMLEAN FL "DADE COUNTY PRODUCT CONTROL APPROVED i N '/ 1© WARNING TO OWNER OR 7£NAN7 LOCATED IN EACH HEADER OR ONE PANEL Of EACH OPEN/NG, 2 �i .oSO uIN. 18 in LJH STATING STORM STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOUR£D 4-1/a"MIN. PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS THREADED CONES ` OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, p �j SPECIAL NET PANEL SECTION CONTAMINATION AND 0,4440E AT ALL T0/£ o IM ] h 7/8' 1 3/32' 3 7/32' 3 1/32' 3 3/32' 1 3/32' 7/B' at t1Ws J/B' NX n 51W ANY 8E INULLfO &IMPtIGIlPNS ANGLES STUDDED IV x y IN REVERS£DIRECTION ACUVES SI000EO T1 SHOITTER LEC ONLY TYPICAL L1H� 1/4-20 X J/I ® \_J/ 1/e' 16-8 STNNLfSS STEEL W KNURLED STWS U 12 1/2"O.C. 2 REFER TD APPLIUIDNS W SNLYtS 2 A J /`� S I ANCHOR MOUNTRMG HOLES LOCAI£D ON �I PRODUC1'RI!VISRn SEP Lt Al"TINC HOLES 12 1/2'O.G 3f/,; DINER NOR/ZONIAL OR VERTICAt LEG, �1p f!/'/,,t{J,�/ rq,� complying VN{1h Lhc FlMidn" iing CoAcceplancoTQo' c1Z7.03 o m ro e BxpilplionUato o -L. 2.01 Q, sHowN CROSS SECTIONS O O O I,` �L ° 2 21 A ( Mien nada uct Cei C5 98002 STUDDED ANGLE DETAIL " ROBERT S. MONSOUR, PE 1/8"x 1 1/2"FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE EB-0006024 m talew L:nG11Lcum,mr. - NOTE:.-*.`la-., 11 HEADER a SILL MAXO'M PWACr STORM PANEL REMSIONS eY ,...... a- SEE ANCHOR SCHEDULE . ,,D:. n•to or© 09/11/98 SP NOTE*: CONNECTION TYPE •'B" HaDER or SILL 10 16 or 19 01/12/06 SP app - NOTEt* HEADER o.SILL 01/16/14 SP 2 SEE ANCHOR SCTIfDLTE E.D _ HEADER o•52t 3 CONNECTION TYPE "C" ' SEE ANCHOR SCHEDULE CONNECTION TYPE"A" CWADER w SILLSEE DETAIL 1 DETAIL 3 •• CONN� DETAIL 2 ItON�Y HORD Lf DETAIL 4 HORIZONTAL INSTALLATION VERTICAL INSTALLATION 10 11 HEADER a SILL ELEVATION ELEVATION 19 U 16 OR FLANGE MAY BE REVERSED OR(D B£INSTALLED IN REVERS£OIRECnOAr NOTE. CONTWUOUS BLOCKING - >k. 16 19 J116 ANGLE 1/4-20 THRU BOLT OR / - SEf ANCHOR SCHEDULE ' EO w/LocX NUT a G.C. BOLTED TOGETHER WITH E}, E.D.'' A" (7 CONNECTION TYPE. o..' £0 -e 1/e-20 INRU BOLI W/LOCK NUT 6.D.C. Q�";•� 1 Z _ E••tO. - q., • USED AS HEADER OR SILL EO 11 OR 07HER HEADER or SILL . • ED f,D.•- 1'NON. • REFER TO THAT APPLICATION FOR D, T EO HEADER or SILL NOTE`.* SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE PROPER CONNECTION TYPE NOTE: ",'. SEE ANCHOR SCHEDULE CONNECTION TYPE "D" NOTE:** CONNECTION TYPE '•E" CONNECTION TYPE "B" ' CONTINUOUS W000 BLOCKING DETAIL 5 DETAIL 6 VARIOUS SIZES DETAIL 8 z s DETAIL 7 Cil " C-. .AT. EADER or SILL OR 11 .A B£INS7ALLf0 IN REVERS£ORCCIpN �f.D. E.D. g SEE ANCHOR SCHEDULE AS IN DETAIL 6 _ SEE ANCHOR SCHEDULE x NECTION TYPE "B^ &�� ro OR : Fo CONNECTION TYPE D" 8 c:.. W ID. � 16 OR 19 J/L8TINGLEOR 01NTO HEADER LI SRL OR GGNTNUOUSBLOCKING REFER 70 TINT TION ATION FpR __ BOLTED INAU O WAN 2 J/e NAI.PROPER CdTNECHON TYPE 1/e-2p iNRU BOLT W/LOCI NUT 6"O.C. 16 19£ usEo AS HEADER oa snt.. . _. . MLYM04 180-20 TNRU BOLLTED RW/LOCK NUT 12'O.C. CONTINUOUS BLOCKING .':2 PIECES FASTEN TOGETHER WITH ' -�"NOTEi 7c 16 OR 19 j� `/6e RIVETS OR/8 TECK SCREWS/2"O.0 .• ..�.. :.'.,. .' o- "AL 14 NOTE OBSTRUCTpN - ..-' 16 Oa 19 7 5/8'WK. � � - �RI/1-20 MASH/NE SCREW ANCHOR CONINRIOUS BLOCKING -. ' -: AWL CALK-IN/WITH SIDEWALK BOLT o DETAIL 9 a 3'O.C. W/7/B'ANN. EMBEOMENI ---- I/e-20.J/e KNURLED STUDS nLj 3"MBV:£OCE DISTANCE C, WITH IWASHERED WINGNUTS 12 1/2"O.C.(TYR) s .•, 65.7 PSF MAXIMUM (: '�0 EQ POOPED CONCRETE ONLY SIORN PANEL i MI WY BE~TED WRWALLY MAXIMUM PANEL HEIGHT 79".J:%-: - - OR HOR120MULLY I DETAIL 10 NOTE:* DETAIL 11 OCA aENRN PAN,ANGLE,7UBE OR WOOD o W ' .1 ITC USED ON ALL BUILD OUT COMMONS U To CLOSE OFF ENDS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR `- TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH a °u 14 RETURN PAN OPTIONAL USE OF I/e•ANciE STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. HOER nuc AMD WCRRK YARavi SIZES /FDR PURPosr of TFHO Nc WALL SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, 3 -;�- xRfw ANCHOR 11•D.C. � 6 p x L V2 FTAT BAR SRL node HUG ARO WeroNE MASONRY. x a SWDDED N WLMCNV/9 - SLRCW ANCHOR 12.O.G jc Y .r I .,».»•»,»,»»»»,,..,,,»..l ••- ___ WHEN ANCHORING TO WOOD, THE WOOD MUST BE a i ............. "" »1 A MINIMUM 2 X 4 EOUAL TO 2 SOUTHERN PINE B D _ WITH SPECIFIC GRAVITY - ------- \\ TH 0.55 S TY ' FULL 5704N PANEL(TVP.) L SLOTTED NaRIwG RaE WY e£us EO AND STRUCTURALLY PART OF THE FRAMING STRUCTURE V IN CERTER wte aF PANn,hr.FOR ALL NL'AOER ON TOP OR SUCURELY ATTACHED TO FRAMING STRUCTURE 2 16 SPECML PAN APnK:ITIpNS. SRL ON BOI(ON SPECIAL PANEL CONFA;URATM MAY MAXIMUM OAP BETWEEN STROM PANEL BE NEEDED FOR TRAPPED WIDTHS. AND D.L.O. SHALL NOT EXCEED 014- ON PANELS LAY BE ADDED 10 WITH A AS I4EWf0 FROM FRONT VIEWSEP 8 £AL7LLUAl AOD- OF J fAS1ENf0 TO 1/4-10 r J/e KNURLED S/UOS n +l�' .e O '� PAN£4 BY IN£USE OF/BI POP RIVETS 1 WIN WASHEREO WMAVIS(w) f �}'Uf� T/Y PRODPCT[ti;VIS(±D U "'^" 3/16 IIIBUTAR RIVETS OR 16-2e gp P •••----- .��(yt'YY I[[[///tII` wcom I n With tlw Florid. q v - ».... .............. ...»..»....,..,,,.................»..»_...._.--- Ldldi"s Colo _ , U BOLTS I6"OC. .- _ ___ .. ... .. /// ! 1 p q C NSIOE CLOSER PAN ASSENBLY r f(� Accey7,alrc No/¢_-C .0? U O ppplyly I CORNER PAN _.._._.__..__......._....._.._.._. •� _ ... ..........--- ._-..__ G_ Bxpirytion Dnlc e�L_Lv 1 ! -- TINGLE WY t M ....-........ f it �. o 1/-m aoLr 1 I 17 U 98001 nr tauAVT CLOERPAN LIANOL[ 2 .. ............../ s•-s•raou eoTmu �� BY,i.L 2i PLAN VIEWS ROBERT S. MONSOUR, PE MhunIDDdr- .... .:.............................. ........ PANEL NnrcnrD AT BBrroN ct Connol ,I EAL&D 10 PASS� A B-0006024 LT ) MTM WWcWERING,NC.AB. m 7 1/4-20 FLOOR PLUG WITH REVISIONS By MACHINE SCREW ANCHOR NOTE: 1/4"PANEL MATE SCREW WITH 14-20 STUD HEAD 09/ll/98 SP HEADER OR SILL •WITH WASHEREO WINGNUT ,. - NOTE:* CONCRETE OR MASONRY.<_. I , CONNECTION TYPE'" -----I HEADER OR SILL - r 01/12/16 SP NOTE: WOOD, CONCRETE OR MASONRY ©O B eJ��CONNECTION TYPE "A" 01/16/14 SP THE YETALTECH STORM PANEL MAY B£INSTALLED WITHOUT j "E.V.• '' £.Q:4 T" REF,,5R CTION TYPE"A" e I Tiff USE OF AN EXTRUDED HEADER OR SILL. • .;��.�',�J•. W THE SHUTTER MAY BE ANCHOREO DIRECTLY TO THE PANEL SECURED WHN REFER O DEFECTION STRUCTURE WITH THE USE OF ONE OR A COMBINATION DEFECTION WpSHERED W/NGNUTS CHART OF DETAIL 1J CHART I CLASS -_SV—'" NOTE:* ,••" • STUCCO F/NISH STORM PANEL i PANEL O F. U I REFER TO DEFECTION y Z , I I ' I , I , 1 J--GLASS `) l.._... *CONNiCTION galCONNECTION TION TYPE "A" STORMPANEL 1/4 "PANEL MATE WITH MACHINE SCREW HEAD -TYPE"A' i/4-20 FL00 PLUG WITH WITH 14-20 SIDEWALK BOLT 1/4-20 BRASS W000 BUSHING Z HEADER OR SILL INTO WOOD HEADER OR SILL PM5111CCO INSTALLATION g WOOD, CONCRETE OR MASONRY W DETAIL 14 27 y 9.0 � a. 1 NOTF.`n`.,' HEADER or SILL 7 HEADER or SILL Ip-�uraaE SDEre IRo+� tv NOTE:lk ` HEADER o.SILL •.D` NOTE:* .a.. 0.E. I= I= EQ- f0 SEE ANCHOR SCHEDULE "r,`a. CONNECTION TYPE A" I.115 VA Ilaao Into an E.DL:' J/4'MIN. 1 1/4'AUX SEE ANCHOR SCHEDULE "• _ - CONNECTION TYPE "C" E.QF � /.-2o Vn 110M H , E - _ SEE ANCHOR SCHEDULE 1 _ SEE ANCHOR SCNEO(ttE4'4' ;O •" w CONNECTION TYPE "B" C CONNECTION TYPE "A" -• , NQ{f?* s/e'swarm I'ax i 4 HEADER or SILL • SEE'ANCHOR SCHEDULE y x 17 o DETAIL 15 DETAIL 16 CONNECTION TYPE "C" NOTE:'* ANO 21 HEADER or SILL n DETAIL DETAIL 18 x — DETAIL 19 DETAIL 20 Li Z. g w CC L g I J a o o 9 10 or 11 HfAO£R or SILL NOTE:* o w O Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR v DO TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH F, a STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. F�+ ¢" SHUTTER SYSTEM MAY BE INTSALC INTO WOOD, CONCRETE, g ; pL�- ED OR BOLTED TOGETHER WITH MASONRY. a TABU BOLT W/LOCK NUT 12"O.C. 04 v WHEN ANCHORING TO WOOD, THE WOOD MUST BE g ftNUOUS BLOCKING A MINIMUM 2 X 4 EOUAL TO 112 SOUTHERN PINE OR 19 '1'ANGLE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 1/4-20 MASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURERAWL CALK—IN/WITH SIDEWALK BOLTC3"O.C. W/7/8"MIN. EMBEDMENT 'j'1• PRODUCT'REV1Si3nJ"MIN EDGE DISTANCE -E'1 i es complYin8 WWI 1110 Florida POURED CONCRETE ONLY _ y!! Y iit �f� 9utlding Cod. Ct 01110107 E � f � L Accepl.ncc No[L�--a 2 03 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM } Yl/✓ Exryr 110n D;nc.jg2,o/7 0 [ �Yr � � 402 DETAIL 21 ir5iomi De6c.isroduct Contro� 3 S ADJUSTABLE HEADER OR SILL ROBERT S. MONSOUR, PE EB-0006024 m eA�ss Escr�eme.�a:. 7 THE SHUTTER TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE .050 ALUMINUM MAXIMUM WIPACr STORM PANEL9/11/ sp 0sv HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. O]1/11//l6/1414 sP 123"MAX. PANEL HEIGHT 123"MAX. PANEL HEIGHT NO PANEL STRAP ONE PANEL STRAP IS REOUIR£D LOCATED MIDSPAN N W PANEL DEFLECTION CHART $ PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP WITH HORIZONTAL STRAP s PANEL HEIGHT 0'-68' '- a—6896' over%'-I23' N 2 PANEL HEIGHT 0'-107" aver 107'-123• U N 2 WALL MOUNT 2 5/8" 3 5/8" 1 4" Q WALL MOUNT 2 13116"1 3 3/161, Z INSIDE MOUNT 2 518" 1 3 518' 1 4" INSIDE MOUNT 2 13116-1 3 3/16" FRONT NEW S!O£w£W BUILD OUT 2 5/8" 1 3 5/8" 4" FRONT wEw SIDE w£w BUILD OUT 2 13/16"1 3 3/16" 2-- MINIMUM DISTANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN CLASS AND PANEL — .050 ALUM HORIZONTAL BRACE STRAP HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DFSGN PRESSER£PANEL SPAN DETAIL 7J ON SHEET 3 DETAIL J,4, &8 DETAIL 1 ON SHEET? DETAILS 5,7,9,10 AND !1 DETAIL 2 ON SHEET 2 _ Z 1/4-10 STUD ON SHEET 2 DETAIL 15 ON SHEET 3 ON SHEET 2 DETAL 16 ON SHEET 3 44.40 12J" 12 1 2-D.C. (JIB'(TYP.) HfAI)ER Z s 12 I/2'O.C. LrY.3d�---�c11 NUO[R HrADLR 47.81 120" 51.23 117" LAT FLAT ALUMINUM BAR !11.1 � Q 58.06 112 " sro£wEw faoAlr wFw ty; L15 3g 61.47 110" DETAIL 'E" W 66.85 106" 71.46 102" g 75.30 97" s S xs 81.45 90" i7JGbLSS o X ; MAXIMUM CAP BETWEEN PANEL �^ 86.83 84 AND HEADER IS 1/4'(TIP.) su SAL SILL W 91.44 80" DETAIL 'F" DETAIL 13 ON SHEET 3 DETAIL 3,4,M 8 DETAILS 3,4 AND 8 DETAILS 5,7.9,10 AND I1 DETAIL 4 ON SHEET 2 I ON SHEET 2 ON SHEET 2 ON SHEET 2 o WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT o W i ANCMRDIG PANEL ANCHORWG PAIL WRH MDR,AND$ILL WITH NOR.AND SNL WMS IN R.AND SAL U U AM ('1W ("1 TOP&HOMO" IOP&BOTIOII a u NO HDR.OR SILL W1IN SIWOCD HOR/SftL Z w 3 TYPICAL SECTION VIEWS ' x FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16"DIA. CIRCLE U DETAIL 'G" CtAl a I`I Lt /EG PRODUCT REVISO() O SEv 4lte complying n•;Ib ft.Florida 4e + D....coda Acctphmcc No 7B' 'D B ,o O r Bxplt?tion Dafo?� Zo17 U SNOWH PANELS MAY RUN CONTINUOUS BY WIDTH L i3ytL� /__ 2 X01 HORIZONTAL BRA STRAP Minrrii Darit co;nrol p HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERTS. MONSOUR, PE EXPLODED ASSEMBLY EB-0006024 m 04 i•R EKG1NEE21E,G,nc. 7 A N C H O R S C H E D U L E REVISIONS- 8Y 09/11/98 sP 01/06/06 SP ANCHOR SPACING Vs DESIGN PRESSURE UP TO 59.6 PSF UPTO 71.5 PSF NOTES: 01/16/14 SP AND CONNECTION TYPE POLIREOCONCIErE CONCREIE8LOCK POURED CONCIEYE CONCRETE BLOCK CONEC)ON TYPE coNEcnON rrPE --- coNEcnoN TYPE CANECTION TYPE SPANS AND LOADS SHOWN IN THIS SCHEDULE ANCHOR TYPE PANEL E.D. A B C D E A 6 C D E A B C D E A B C D E ONLY. 13 3- .16..J,13_ �.8_ 13....13. 16 13 10 13 13 16 13._ 7_.__13..; 13.. ,16,.: 13 ;..6_-..13.: ... 1 LOADS ea.SPAN 2' 16,.;.13 7 13 13 16 13 9 13 13 16 ;13_ -5 .;,13_.;.19 16_ 13 13- REFER TO SHEET 4. SPANS VS. DESIGN LO D 1114' 16 : 13 5 13 -'13....18..x.13 ' 6 '-13 '. 13 '14 : 13 : 4 13 13 14 13_: 4 13 -13 FOR ALLOWABLE 3" 16 ;13 6 13 :.13_- .16. .13.-;.7.....?3..:.13_. .14_: 6 ;..5 9_ :.10.. .14.-,-6_:._6 9 10 ,. ...,..... 1/4'RAWL LOK/BOLT(SLEEVE ANCHOR) 88'SPAN 2' 15_.;_11.,;-5-_,;.... 13._.15__;_11. 6 19 13 12 6 4. ......_ 9 12 6- 5 8 9 DISTANCE EXCLUDES 1118•MIN.EMBEDMENT 1114' 13 10 : 4 : 13 : 13 18 :_10_: 5 : 13 13 11 : 5 3 : 7 : 8 11 : 5_ :4 : 7 : 8 MINIMUM 3• 14 6 5 9 10 14 : 7 6 9 _ :_4_ 5_.:.4.. _12- q 5 5 q STUCCO / WALL FINISHES. ANO OR - Iii-T j.. ................. ...............i-1�.. .11_ 4 105•span 2' -126. 4_. 8 -9 12 6 5 : B 9 10 4_..;_ 4 5.--:.4 10. : 4 : 4 ; 5 4. NT ANCHOR CONDITIONS THAT -....-1-'4 7..;..5-- 'y 3 :.3.. 4 .9 ..:..3.. 3..;..4..., SHADED AREAS REPRESENT i if4• 11 5 : 3 7 B 11 5 - ARE NOT ACCEPTABLE 3• 11 4 5 ;.4.. .12..:--4...;-------5 4 _ .- - -. .. __.............:..4........... 123•$pan 2' .10•,;,.4 4_.,:.5...:-4 ,10..;.4 4.. 5.....4.. .._ .. .. .- ._ .. .. _.. IT SHALL ETH RESPONSIBILITY OF THE L� 1 114' 8 3 : 3 : 4 : 3 9 3 3 4 3 CONTRACTOR 70f VERIFY THE SOUNDNESS OF _ 3' 18_-;-13_.;.7...;.13 13 13 13 :.6. 13 13 15 _-13_; 8_.. 13 .13,. .11--_.11._;.5 ; 11 .;_71--. THE STRUCTURE TO WINSTANDTHE ADDITIONAL - 68'SPAN 2' 'IS : '13 8 13 13 '12 12 : 5 :.12..:.12_ 13 13 5 13 :_13 10..:..10 4 : 10 10 LOADS AN INSURE PROPER ANCHORAGE y� 1 114 14 13 6 : 13 13 10 : 10 4 1 10 12 12 4 12 12 9 9 3 9 9 SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, ") ^ IIS I 3• _ 13 10 6 13 13 10 8 T.5....10..:__10_ '-1,.'6' 1 .:.5 _: 5 7...;.9-.. .6 4 4 5-; 6 CONCRETE OR MASONRY. UU 88•sPAw 2' 12.-:..9._.1..5- -}�12....12.----9-._:..?...i.4-..i. - : 9 10 6. 4 .'..6 :.�... .7--,.3..,..3..:..5. .:-5._. 7 ......3.....3..;..4...;.5... 1/4'RAWL ZAMAC NAILIN OWE 1 1/4' 11 8 1 4 11 11 8 6 3 8 8 9 4 3 6 6 7 I (HAMMER DRIVE) 3-_ .??..J..S...:.5---:.Z...i..6.....$...:.4--•-4----5 6 s 3 ; 4 4 3 7 .. 3 ._3 3. - -- --7 7-:.. ... 13/8'MIN.EMBEDMENT IN CONCRETE 10S n 2'spa10..:..5.--:.4...;-7_.__7 4 t.3..... 5....-....6... ..8.. .. .. .. 3...,.3..'..4.-.j,3 6... .. 3.-'; 3 .. - . . . - Z g 1 1/4'MIN.EMBEDMENT IN BLOCK 11/4' 9 4 3 6 7 7 -3 3 4 5 9 3• _9..:..3.....4..-,.4..,:..3.. 7 3 .3......... ..... 123apan 2• 8 : 3 3 :..4 : 3 .s..:..._.:.3....3..:..-... . .. .. .. .. .. .. .. ................_..........-..---- _ _ n 1114' 8 3 3 4 3 6 3 VARIOUS HEAD TYPES 3' 16 13 11 13 13 16..• 13 7 13 13 16 ; 13 9 13 13 13 13 71-77777 6B SPAN r 16-.:_13..1.9...:.13..:13.. .�4..:.?3'- -6--- 13..:13 .1.6-:.13..1..6_.:.13..1-13.. .12..:-t2.---------- 1 !-5--°.i2..i.??... 11/4' 16 13 8 13 13 13 13 5 13 13 1 , 13 6 13 13 10 10 : 4 : 10 t0 xltltXtttXtxtljTtij� 3' 16.-;_1?_:..9...:.13...:.?3.. L 88 SPAN - T 16..1.13..1-7--'-13.. .?3.. .11.. 9...t.4..__??_: 11 .16.-i.Z-..'..8_.:-14-.1.11... .9..:..4........-•-6--- -6... 11/4' 16 i 13 6 : 13 ; 13 10 i 7 4 i 10 : 10 14 7 5 0 ; 10 8 4 i 3 3• 16..:._8--.:-.1.-.:.11...:13-_.-1Q-_:.@..:.4..:.�..:._8_ 15 5 6_ :..7...:.5... .8--'-.3 1 4 4 3 (MASONRY SCREWS) 105"span 2' 18 7. : 6 10 12 9 4 : 4 : 6 7 .]3_.:-5-.: 5 8 5 8 3 3. 4_ 3 ..- ..- .I .... ...................."-........... v 1/4'RAWL PERMA-SEAL TAPPER 1114' 14 7 5 9 10 8 4 3 5 6 12 44 ; 5--;..4 ..7... : 3 -3--- a u 1/4'ELCO PANEL MATES 3' 15 5....8.._.-�....6.....6.....3.. 4.....4..:..3... ......:.....:_.._:......:.... .. .. ...... ..112'MIN.EMBEDMENT IN CONCRETE 123'span 2' 13 f 5 5 : 3 4 3 ,. _- .. . ... .. .. ............. o 8 5 8 3 1 i/4•MIN.EMBEDMENT IN BLOCK 1 114' 12 4 : 4 5 4 7 3 3 3" 16 13 12 : 13 : 13 16 : 13 : 7 : 13 : 13 16 13 : 10 1313♦;.6 13 13 ' IIf�II IItII .... .. ...... ......1.. �J 66•SPAN 2S' 16 : 13..:.10 13 13 14....13.......1 13..:.13.. .16._.-13. _ 9 13 13_ j?--- 12 ..5 .. 12.1 12- Z 2" 18 13 8 _, 3 13 13 13 5 13 13 16 13 7 13 13 10 ..10 '+4 10 i 10 11 3' 16 : 13 9...,.13_,13 .12..,_9 5 : 12. ' 12_ 18 10 8 13 :_13__ 1/4.2Ox7/B•,12•DW. 88'SPAN 2.5• .16- 13..�.,8 x.13.:.13 .11,.;--9 5. 11 : 11 16 9 1 7 12 13 9 4 4 6 6 _.. .. . ... .. ........ RAWL CALK-IN 2° 16 13 6 13 13 10 7 4 10 10 i6 8 t 5 11 12 B 4 3 5j6 N 0 -- (MACHINE SCREW ANCHOR) 3' 16 : 10 : 8 : 73 : 13 10 : 5 : 4 : 7 8 18 : 6_ _ 7 : 8 3 _: 4 ;..4 : 3 z -'....................13..:.13- ........-�---'----......__-- . 7IB'MIN.EMBEDMENT 105'span 25• 16 9 7 13 13 8 4 4 6 7 _16 -6 6 8 3 8- 3- :-3 43 2' 16 t 8 5 11 13 6 4 -3 5 6 14 5 4 7 3 7 3 3 3 a N 3" 16 : 6 : 7 : 8 : : 4 : 4 : 3 .. . .. .. ... .. .. .. .....................;.. ..................-. - ..-.. .-.-. .. .. 123"span -._2.5' 16 8..;..8.. ._8_- 6 13 3 3 - .. .. ........... .. .. . .. .. .. .. m cn'�^ m a W s �/ a PRODUCT I:BVISSb o SEP JRB Y ( W wMPIY'mg w6h Ilse Florida U Baildiog Ced4 4+ a io 9 Accepmn-Na 14--r Z.'7.03 O ipllI-Iiol Dnfe0 p/7 U s�wN Miami Dade' ; Control O r ROBERTS. MONSOUR, PE EB-0006024 m QA`i9i Eria"cEm ir,cc, 7 A N C H O R S C H E D U L E REVISIONS BY 09/11/98 SP ANCHOR SPACING vs DESIGN PRESSURE UP TO 81.5 PSF UPTO 91.4 PSF 01/06/06 sP AND CONNECTION TYPE POUREDCONCTETE CONCREIEBLOCK PODREoCON'CTErE CONCRETE BLOCK - NOTES: 01/16/14 sP CQ ECTION TYPE CONECTKNITYPE CONECMNTYPE CONECTM TYPE ANCHORTYPE PANEL ED. A 6 C D E A B C D E A B C OE A 13 C D E SPANS AND LOADS 3" 15--; to..: 6 : 13 13 16 10 : 7 13 13 13 7 :.,5- -8- ll _13_:_7.-- ..6__......... :.9__t 11 ARE FOR DETERMINING ANCHOR SPACING ONLY. 68'SPAN 2 14 -8- ;--5 13-.;--13-.._14.. _9.._ ..6.. -13-.;.13- _12.. .6 __;.4 8 9 12 6 5 e ;_10__ FOR ALLOWABLE SPANS VS. DESIGN LOADS 1114' 12 : 8 : 4 : 12 : 12 12 : 8 : 4 : 12 : 12 11 � 5 ' 3 : 7 : s 1i 5 4 7 : 9 REFER TO SHEET 4. F7- 12_. 4--- _.`x.... .6...:..5....12_:.5..i -5 8--:..5... .11... .3 ..4_i..6...;.3.-- -11- _:_4 5 : 5 : 3 1/4•RAWL LOKR30LT(SLEEVE ANCHOR) 88-SPAN 21 :1i: ._4- -,4. ;.5_-.;..4-_ -11--;-4_ 4 _5 5 8 3---;--3 _4. 3 _ 90__ 3 4 4 3 DISTANCE EXCLUDES 3 5 4 9 11/8'MIN.EMBEDMENT 11/4' 10 : 4 : 8 : 5 : 4 10 4 : : : 3 : 8 4 : 3 8 8 : 3 4 3 STUCCO A /R WALL FINISHES MINIMUM EMBEDMENT AND EOG 3' .. .. - .- - .. 105'span _2'. .... :.....:................... .................. .. .. ... . .. .. .. .. . _. .. .. - NT ANCHOR CONDITIONS THAT 1 114' - SHADED AREAS REPRESENT 3' , _ _ ARE NOT ACCEPTABLE. 123'span 2' ... ... .................... .. ... .. .. .. . ... 3' .13..;..8...:-.5_.;..?2..:.13.....8...;.6...;.4...:..9 .1 9....11_:.5._;..5..:..8 '.9.....8 ..;..4..;..4...;.6_. ; 7 .- IT SHALL BE THE RESPONSIBILITY OF THE ZONAL 68-SPAN 2• -?1- ,..7•-.;.5 11 11 _ 8 5 4 8.....6.. .10_.. 5 .4..'•..7.., 8 8 -' 4 3 6 .;..8... o[ ....... ..,..3.....6.. ..2... ..2......3-....3..:..4_..;.5.. �DADHE STAND TINSURURE �RPROPEWITH R SNCHORACOD OF -1114- 10 7 : 4 10 10 8 5 3 7 8 9 4 SHUTTER SYSTEM MAY BE/NTSALL IINTO£WOOD, 3' 10 4 4 5 4 7 3 3 4 . 3 9 3 4 4 3 7 : 3 3 : CONCRETE OR MASONRY. 8W SPAN 2• .8..1.8.. 3 4 4 7 3_' 3 : 3. 8 `.3_.;..3 j-3 6 --------3- - ----- . - -- _ ... -....3.. ..6.. ...,..... .3... - -2-- 3 3-. .. . .5... 114'RAWL 7AMAC NAILIN ORNE 1 114' 8 9 3 4 (HAMMER DRIVE) .. .. .. _ .. .. ..;......1.....:.. v 13/8 W'MIN.EMBEDMENTCONCRETE 105'span 2' .. ------------------. .. .. 1 t/4"MIN.EMBEDMENT IN BLOCK 1 1/4' w 8 3' .. .. ............. .. .. 123'span 2` .. .. .. .. .. . .. ... ... .. ... .. ... ... ... ... -...- _.. .. ... C� _ .....:...:.........:......:....................:......:.............. ..-. ..._ ... ... .. 11/4" VARIOUS HEAD TYPES 3' 16_ 13_ 8 13 13 11 7 5 11 11 16 8 7 12 •-13 _ _10 ; 5 4• 7-. 8 - t�tttltttttltlgt�tltlthhltls :......:.. ' .......:....... 88.SPAN 2' 18 : 'I'I ...•7.... 13._:13..,_70_.:.6 :-4-. 10 LAO 1-6 8 : 6 : 10 12 8 ....4.-:-4- : 6 .7-- . .... ------- - - -----_. -----_ -... .. ---------- 11/4' -16 '•10 6 13 13 8 6 3 : 8 9 14 7 5 9 11 8 4 3 5 6 - f 9 3 4 :-4.. 5 c am. 88 SPAN 2' 14 5..c--5... �._,-6--._8... 3... 3..r-4.. 3... .1.... 4...i..5..:..5.-- -4... .............:..3---:.3... ...... 1 114' 12 5 4 6 5 7 3 : 3 4 3 11 4 4 5 8 6 3 WASONRYSCREWS) 105'spen 2' ....:.......:......:..................:..._...:......:.-..- .. .. .._ .. .. .. .. .. .:.-- .. ..:... ..:.. :.. 1/4'RAWL PERMASEAL TAPPER 11/4" - a L.1 ° 1/4"ELCO PANEL MATES 3" : ............... .. _- .................... .. 112'MIN.EMBEDMENT IN CONCRETE 123"span 2' - .. .. ... ... .... ... .. .. ... ° .....:...... ......:.....:............. :..-. ... ... .. - g 1 1/4'MW.EMBEDMENT W BLOCK 1 1/4" 3' 16 : 13 9 13 13 11 7 : 5 : 11 11 16 : 10 : B 13 : 13 10 :•5 -'4..,..7....8 - 88"SPAN 2.5' 16 13 7 13 13-__-10-- 7__-:_4 10 10 18 8 7 13 :-13.- _9 4 : 4 : 6- -_7 - s Ell 2` -16- 12-:-6 13 13 8 6 3 4 9 16 8 5 12 13 8 4 3 c 5 6 z_ 3' 16..v_Z..:..7...:.9...1.8.....9...:.3...:-4--i.4.-:..4... .16..:•5-- _s..i.7 6... .6... 3 3 3- 3 x 7/4-20x 7/6•,112*DW 88'SPAN 2.Y 18..:..8...:.6. 8...i.7._..8...;.3...y.3._;.4 3 15 5 _: 5 _;-.6 -5 _ 7 ._ -:--3-. :..3 .._ a RAWL CALK-IN Y 15 6 4 6 6 7 3 3 4 3 13 4 4 6 4 6 3 o u (MACHINE SCREW ANCHOR) 3' .. 718'MIN.EMBEOMENT 105'sn 2.5' . :.....:......:.._........ ._ .. .. __ .. .. .. .. .. _ D x 0 pa 2" Q W 3" - _. -..- .. g [12--,n y 2.5' .. ......:..... _. .._..r..-.. .- .. ... .. .. .. - .. .. .. _.. g.. ......- - .. ..;.. .. .. .:. 2" 3 Lo a 3 2U2 �V' S I PRODUCT RLVtSRD g sro su M wmplying,vilh the Flortd, Y�1 ^/�� l�If Su11J(ngCpdu •{�� / AcCaPhmco Nod�o p3 p 000198 `il, may/ Qrpir�tion l>Tlo, 22'Z•o�T7 V vmwx Miami 17,N1^>lo nN01 l^ ROBERTS. MONSOUR, PE EB-0006024 m u8T15 ENGINEECNG,VC. _____ 7 i A N C H O R S C H E D U L E 09/l1l/1/REV ^BY 98 sP WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF _ _UP TO 91.4 PSF 01/06/06 sP 01/16/14 SP CONNECTION T_YPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A B C D E A D F C D E A B 1 C D E A 1 B 1 C ID E 68"3PAt4 14 13 5 13 13 12 12 5 12 12 10 :-_7. -4 10 10 9 ; 44 6 7 BRASS WOOD BUSHING 1/4-20 eSPAN 11 8 : 4 11 11 9 4 : 3 .. : 7 8 3 : 3...:-4..:..3. ...7..-: -:.-3-.... ..... -165-SPAN 9 4 :.4--- 4 3 .. ... ... ... .. ... ... 8 3 3 4 3 1"MIN.PENETRATION 123-SPAN -"- -- 66"SPAN 16..1.13..:..8. .c.13 .l.73. . .15..'.?3..1..6..:.13..i.13.. .14..:..9...i.6......13..:.13..-..12..!..6...V..5 8 1..9... 114 88'SPAN 14_.;_11_.;..6_,.;.13..:.13 12 :_.6-..;. 5 8 9 10 4. 4. 5. 4. 9 3 4 4 3 WOOD LAGS1.05"SPAN 1"MINIMUM TREAD PENETRATION 12 SPAN 10 4 3 : 5 : 4 _Z Ft}}}F}}Yterttt}ttFtt}{� 68"SPAN 16 13 10_:.13..:.13....16..'.13-.L.8.. :.13...:.13.. .16_x.10..)..7... .13..;,13.....14.. ..7...;..6...�..9...;.11.. .. 5116" 88•SPAN 16 13 7 13 13 14 7 6 9 10 12 5_:..5 6 5 Al 4 : 5 5 3 v WOOD LAGS -TO-5 SPAN 14..:..7.. 6 .9. 14....?2 .4..., 5 ...8.. ..4... .. . ... .. ... ---- T' - Z 1'MINIMUM TREAD PENETRATION 123"SPAN 12 4 5 6 4 _•�., F tF}F}+}FFr}+F}}tF1 ti8"sPAN 16 13 11...: 13 13 _ 16 : 13 9 13 13.. .16....-.12...1.8...c.13-.'.13.....16.:.$.......7...:..11...;.13.. w }�l)�)F�F}Fl}l}}F?}}ll+� M. BB..sPAN 16-,--13.-;...9 : 13..:..13.. ..16...:..8.. ..7.....10... .12.. .14..1..5...:..6...:..7...1..6.---.13_:.4._;..6.. ...`�...J...4... g .. ......:...... ......:......:.. . WOOD LAGS 105SPAN .16..1..8- 7 11 i 12 14 5 6-- ..e i 6 ... ... ... ... ... .. .. ... ... — a - 1'MINIMUM TREAD PENETRATION 123"SPAN 13 t g g g g - ..f. .. .. .. ..[.. ..;- t}1111}tF}}F} }ttt1 68"SPAN 16 13 12 13 1316 ; 134 13 ' 1316 : !3 : 9 ............ ... - -x------- ------ .- 7116 p s W'SPAN .16. :..13..x..9..-.13..........: 13 ...16 8 8 : 12 13 16 6 . ..7._1..$...,..7.... .14-- -5--=--6-_.'-.6... .4. ..................'--............ WOOD LAGS 105^SPAN 16 9 ;-.8...;.12..;.13.....15- 5.--;.-7 7 : 6 1"MINIMUM TREAD PENETRATION 12SPAN 15 5 7 7 6 ... ............. ... :...-.. -......�...... 3" $ �u ®LCItIt111tItItltlil® 6e sPAN 16.....13..:..8 :.13_:.13.. ..15..:.13..:.-6..:.13-..1.13.. .14.-:_9..1..6...:.13..:.13... .12..:.6......5.....8._7.9... 1/a" 88 AN 14 11..;..8..-:.-13 ;-13_ 12 :.6.. 5--;- B 9 10 4. 4. 5. 4. 9. 3 4-- 4- 3- . . . ...... ... .. .... 1/4"ELCO PANEL MATES 105"SPAN 12 8 5 B .. 1- 4 .. 5 4 1 7/S MIN.THREAD PENETRATION 123'SPAN - - •- -- _ 10 : 4 � 3 : 5 : 4 _ - 68•SPAN 16 13 i 8- 13.1 13 15...:.13-.•..6... 13.....13-- .14..;_9...6...;.13--;.13-....12...;.6._;..5..;-8.....9... ItXt7L�tXIXGi�tlit�� 11.1 6S"SPAN 14.. 11...:.6...:.13..:.13.. ..12..:_6...:_5_:..8...:.9 16-- 4-....4...:..5...:..4 - 9 :.3...:..4. .:..4...1.3... w 1/4"ELOO PANEL MATES 105^SPAN 12 ;..6- 5-._;.8 :. 9 10 4 4 : 5 ' 4 .. ... . .. .. .. ... .. ... ... .. a t3 1 7/8^MIN.THREAD PENETRATION 123•SPAN t 10 4 3 5 4 a Z " � n vew68"SPANousHEADTYPEs 16..1.13.-:..8...1.13..:.13-- ?5_.:.13..1..6...:..?3..:.13-. .14..:..9..:..6...:.13....-13....-12.....6---._5_:..8...1.9... AIIIItltlttttthtilil11t1t111� ae^sPAN 14..;.11..;.6...:.13..;-13_ _12__.._6 .. 8.-.•..9... .16.....4.....4.- : 5- 1 4.. ..9.....3._:..4......4...:..3_. 1/4"MASONRY SCREWS 1/4" 105"SPAN 12 6 5 : 8 9 10 4•-.: 4 5 4 z ___........................... _..-._..._.. ...... .. ... - .. . .. ... .. ... ... ... 1 7/8"MIN.THREAD PENETRATION 123"SPAN 10 1 a � NOTES: o Lal 0 z 0 SPANS AND LOADS SHOWN IN THIS SCHEDULE a Ey ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS 3 REFER TO SHEET 4. X "o WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE 0.55 SPEC/FIC GRAVITY . U AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE R SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ? r f •Yf, F PRODUCT RBVISHD ARE NOT ACCEPTABLE. � 4 �1 0 comPlying with l}M g(ptk{a U t� Building Codc W IT SHALL BE THE RESPONSIBILITY OF THEAccepta4echb/ v cam.- O or i`a a jJ G B>;piraiion DNor V3 U SMJW!/ CONTRACTOR TO VERIFY THE SOUNDNESS OF i[ E�(��` �� THE STRUCTURE TO WITH STAND THE ADDITIONAL # yt r i 17 r, aeoaz LOADS AND INSURE PROPER ANCHORAGE. f By,F �-• A y/ 2 HO SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, Miami Da�dy chIt Cnntro O CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE 7 EB-0006024 m Pfl'W ENGIf1EEPING,IKC. 7 i MIAMI-DADS AIIA\'II-RADE COUi1TY osaaymmwl, PRODUCT CONTROL SECTION 11805 SRT 26 Street,Room 208 DEPAR717MENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%iv.miamldade.gov/economy Montecarlo Doors,Inc. 4440 PGA Blvd,Suite#600 Palm Beach Garden,FL 33410 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Montecarlo"Series Outswing glazed Wood Doors-L.M.I. APPROVAL DOCUMENT: Drawing No.H582-0907-11G,titled"Mahogany Outswing Entrance Doors (L.M.I.)",sheets i through 10 of 10, dated APR 04,2013,prepared by Wolters Engineering Inc.,signed and sealed by Scott Wolters,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Door may be mulled(See sheet 8)to Montecarlo Transom or Sidelites(under separate approvals), lower design pressure of door or Transom or door or Sidelites may control. 2. All anchors at door headers and jambs are in double rows. See Meeting Stiles anchor clusters in sheets 3& 10. LABELING: Each unit shall bear a permanent label with the manufacturer name or logo,Medelin, Colombia and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there Inas 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 lies 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 consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishad I. Chanda,P.E. NOA No. 12-0509.02 MIAMIDADSc )UNTr Expiration Date: April 04,2018 14 1 Approval Date: April 04,2013 X40,! Page 1 G Moutecarlo Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts drawings and sections 2. Drawing No.H582-0907-11G,titled"Mahogany Outswing Entrance Doors(L.M.I.)",sheets 1 tluough 10 of 10,dated APR 04,2013,prepared by Wolters Engineering Lie.,signed and sealed by Scott Wolters, 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of outswing wood glass door w/ Transom and Outswing wood doors w/sidelites,Half Round and Arch shapes double opaque/glazed doors &shaped glazed wood transoms ,prepared by Hurricane Testing Lab, LLC,Test Report No.HTL-0582-0402-11,dated 10/31/11 and revised on ll/19/12,signed and sealed by Vinu J. Abraham,P. E. (Hurricane Testing Lab,now has been acquired by Architectural Testing) Note: This test report has been revised by an addendum letter dated Jan 31,2013,issued by Architectural Testing, signed and sealed by Vinu J. Abraham,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Wolters Engineering hie.,dated May 04,2012 and last revised on DEC 07,2012, signed and sealed by Scott Wolters,P.E. 2. Glazing complies Nv/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass 0", expiring on 01/14/17. 2. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass Int'l. dba GIasslam for their "Safety Plus 118",expiring on 08/17/13. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,dated May 04, 2012, prepared by Wolters Engineering hie.,signed and sealed by Scott Wolters, P. E. 2. Lab compliance as part of the above referenced test report, including letter dated August 24,2011, issued by Hurricane Testing Lab, G. OTHER 1. Test proposal, dated Sep 23,2010 approved by BCCO. 2. Distribution agreement dated April 11, 2012 between Maderas De Occidente, Colombia(manufacturer)and Montecarlo Doors,Inc,USA(distributor), signed by Ms. Adriana Maria Velez Posad and Juan D. Gomez, respectively on behalf of their companies. shag 1. Clranda,P.E. Product Control Examiner NOA No. 12-0509.02 Expiration Date: April 04,2018 Approval Date: April 04,2013 E-1 MATERIALS LIST GENERAL NOTES, MAHOGANY OLITSWING ENTRANCE DOORS, LARGE MISSILE IMPACT, 5 1. HEAD AND JAMB RABBETED & KERFED MAHOGANY 1. THIS APPROVAL APPLIES TO SINGLE <X> AND DOUBLE (XX) LEAF IMPACT RESISTANT OUTSWING MAHOGANY D13ORS A. A' X 54' HEAD - ARCH TOP AND EYEBROW,MAHOGANY AND PLYWOOD WITH DR WITHOUT DIRECT-SET SIDELITES OR TRANSOMS (SEE SEPARATE MONTECARLO APPROVAL FOR DIRECT-SET '. B, i' X 51' TYPICAL HEAD AND JAMB SOLID MAHOGANY FIXED LITES), 2. ACTIVE LEAF LOCKING HARDWARE OPTIGNS, ANY COMBINATION OF SINGLE DOORS, DOUBLE DOORS, AND/OR DIRECT-SET SIDELITES MAY BE MULLED TOGETHER I A.HOPPE HLS9000 5-POINT MULTIPOINT DOOR BOLT SYSTEM WITH LEVER HANDLE & STRIKE WITH 2K6x1/8' MULLIONS WITH WELDED END PLATES AS SHOWN HEREIN. AAT ND 6'ABOVE BBA E OF DOOR AND SHOOT BOLT MORTISED INTO DOOR PANEL WITH TOP 2, ALLOWABLE DESIGN PRESSURE, +/-50 PSF g AND �pryS C�Lp E g5 N 6 9 3. ALL GLAZING AS SHOWN IN DETAILS A/2 AND B/2, AND ALL HARDWARE TYPES IN THE MATERIALS LIST TO THE a B.BASE OFrD00R (SIW B FLUSHIB�TSIO LIMITATION. ADET 6KB&TDFAD BOLT E 36' & 48�' ABOVE 4. DIRECLEFT T-SET USED IN ANY(SEE SEPARA�EFMONECARLO APPROVAL MAY BE RULATION SK13WN ON SHEET 2 PER ED OVER X OR XX DOORS ONLY. 3. INACTIVE LEAF FLUSH BOLT OPTIONS. U TRANSOM CANNOT BE USED OVER SIDELITE OR OVER DOOR-SIDELITE ASSEMBLIES, ANY SHAPE DIRECT SET A. HOPPE DOUBLE ACTING FLUSH BOLT WITH TOP 6 BOTTOM STRIKES TRANSOM MAY BE USED. B.HAGER 61' MANUAL FLUSH BOLTS AT THE TOP AND BOTTOM OF DOOR WITH TOP & 5. THESE DOORS HAVE BEEN DESIGNED AND TESTED TO TAS 201, 202, AND 203 PROTOCOLS IN ACCORDANCE WITH THE BOTTOM STRIKES REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE, d'd gg4. HHgALIEIKKR 831H9E3p�SOpL�ID BiRLALSSSBLKLE BEARING HINGES 4�' % 4�' X THICK 6. THIS PRODUCT AS SHOWN HEREIN IS LARGE AND SMALL MISSILE IMPACT RATED, SHUTTERS ARE NOT REQUIRED. d 6. GLASSE SEE GLAZINGSDETAILSI ON MEET 2,THICK STEEL 2' X 6a'. 7 AND INSTLLEDD OR MASONRY TRANSFER LOADS TO THEBUCKS, STRUCTURE BUCK FASTENERS, BY OTHERS, SHLL BE PROPERLY DESIGNED g 7. 51' X 1i' 6063 - T5 - ALUMINUM BUMPER THRESH D. S. ANCHOR TYPE, SIZE, SPACING, AND EMBEDMENT SHALL BE AS INDICATED IN THIS APPROVAL. ANCHOR EMBEDMENT S. 2'x6'xk ALUMINUM 6063-T6 MULLION WITH 6'xB'xt' CONT. FILLET WELDED END PLATES, TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 9. 2A' x 53' COMPOSITE MAHOGANY STILE. 9. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE P 10. RAILS, TO REACTION WITH PRESSURE TREATMENT CHEMICALS. A.NOT USED 10. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE B.5' X 2i- COMPOSITE MAHOGANY MEETING RAIL WITH FBC CHAPTERS 20 AND 23. ANALYSIS OF WOOD SCREWS ONLY. c 22 11, A WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR THE D.NOT USED COMPOSITE MAHOGANY TOP RAIL 12. THE MAHOGANY DOORS LISTED IN THIS APPROVAL ARE CONSTRUCTED OF A NATURALLY DURABLE SPECIES IN COMPLIANCE WITH FBC SECT. 2326.2.1, OTHER NATURALLY DURABLE WOOD SPECIES OF EQUAL OR GREATER E, 101' X 2221- COMPOSITE MAHOGANY TYPICAL BOTTOM RAIL, DENSITY MAY BE SUBSTITUTED FOR ALL WOOD COMPONENTS. G.NOT USED, SOLID MAHOGANY TOP RAIL - ARCH. 13, COMPOSITE MEMBERS ARE FORMED BY JOINING PIECES AS SHOWN IN PART DRAWINGS WITH TITEBOND 11 FRANKLIN INTERNATIONL WOOD GLUE, AftAG8i0P X 1' SOLID MAHOGANY 14,15. ALLBERS NOTCHED AS HARDWARE SEALED WITH CLEAR ED TO IGE SILICONE 1 WINDOW AND DOOR CAULK, A. TYPICAL ASTRAGAL, 2' X 41' PLYWOOD AND MAHOGANY WITH 21' RABBET ON INACTIVE 16. WOOD SPECIES, CARAPA GUTANENSIS MAHOGANY, C SIDE AND 2i' RABBET ON ACTIVE SIDE. 17, PLYWOOD CDX PLYWOOD. B, EXTERIOR AggTRAGL, A' X i' SOLID MAHOGANY. ALLOWABLE C E 13, WEATHER STRIP, W A.i' G-LON ODS-650. DESIGN PRESSURE, v C.MBUyLEANPOR pTLCLSAWEATa HIGH NG +50 / -50 PSF SAL IMAE HERSRPIc -tlt TAPE 863628. 3 y 14. TOP /II BOTTOM DOOR GUIDE REINFORCING, i' THK. STAINLESS STEEL. - { B.CONTCH DOW. IM10lJS REINFORCING FROMDTt END OF TFiE TOP 14A TO 75' FROM O THE BOTTOM OF THE DOOR, FASTENED AT 5' o/c WITH PART 821. (REQUIRED AT ARCH-TOP EXAMPLE ALLOWABLE CONFIGURATIONS AND MAX,LIMIT SIZES (SEE DOORS ONLY). _1 15. 5/8' X 6' MAHOGANY DOWEL. GEN.NOTE 1 ABOVE) SEE SHEETS INA FOR SIZE LIMITATIONS. C 16. DOW CORNING 995 SILICONE, MOTE, 'X'UNITS ARE ACTIVE ' INACTIVE DOOR PANELS AND (0 MAY SWING LEFT OR RIGHT, 'O' UNITS ARE OPTIONAL DIRECT 17. d ( 14' FINISHING NAIL V FROM CORNERS AND SPACED 2!' OC. FASTENING GLASS STOPS SET FIXED LITE TRANSOMS OR SIDELITES,NOT PART DF THIS 18 PANELS, APPROVAL, {p 18. NOT USED SEE MONTECARLO homedasarµ>figwiMft 19. NOT USED r-----�TRANSSEPAROM NOA APP=RVL -----0----- f 0 1 101169 10 � 9110105 20. No. 10 x 2i'PFHSMS (3 rbR CORNER). TYP. i O 21. No, 1 x 2 PFHSMS FASTENING REIN'. TO DOOR RAIL. Ll rol 22, No. 10 x �' PFHSMS FASTENING STRIKE PLATE TO AD AND THRESHOLD. (2 R PLATE) M~1twoI�'��1 23.No, 12 x 3' PFHSMS FASTENING STRIKE PLATE TO HEAD/THRESHOLD & BUCK, (SCREWS %/ /� �// �/� �/ // �jL�!•(J,f�Y_� PENETRATE THROUGH HEAD/THRESHOLD & INTO SUBSTRATE 18'>. 2 PER PLATE. : T- 24, NOT USED v v v �/ V X 25. NOT USED, x x /� /� /� 26. No. 10 x 2' PFHSMS ASTRAGAL (1' FROM EACH END, BALANCE @ 10' o/c, STAGGERED.) i i Q E 27. No. 12 x 1' PFHSMS FASTENING HINGE TO JAMB (2 PER HINGE) // �// / �/ L , 28. No. 12 x 21' PFHSMS FASTENING HINGE TO JAMB (2 PER HINGE),FASTENERS MUST „m PENETRATE MIN. l;' INTO WOOD. - W I ue,, I � � � 9B-S/8' MAX. - AT 29. No. 12 x 1!' PFHSMS FASTENING HINGE TO PANELS. (4 PER HINGES) E yipX /�.r30. NOT USED ----� r----- �6/--- 3L 1/4' x 31' PF SMS WITH 2I' EMBED INTO WOOD, POSITIONED AS SHOWN ON ELEVATION S O RS - VIEWS AND SECTIONS /// ` _ //� / j i /v (FLPE#82354) 32.No, 12 x 33' PFHSMS A' EMBER 33. NOT USED � i IMOLTER3 ENGINEERING,INC. 34. NOT USED 0 X 0 0 X X 0 i i 0 ^ (COA#2714t) 35. 1' x 21' PFHSDSMS FASTNEING JAMBS AND DS MAX 8' D.C. TO MULLION. ' 1 ' I ' ' S356SW32NDTERRACE 7-11-a R i i FT.LAUDERDALE,FL 33312 36, PERIMETE SEALANT- SIKAFLEX 15 LM j // i i /� /y L �j acnc, NTS 37.FULL LENGTH �'x '�p�090' ALUMINUM CHANNEL AT THRESHOLD FASTENERS. SEE ANCHOR i. / --- L----- 4¢374' 4t1-37a / CONDITIONS ON HEFT 10. I4Y-374 I _'� SEE MONTECALO I Mme. I MAX. MAX. SHEET 38. WOOD SPECIES, CARAPA GUTANENSIS MAHOGANY. MAX' MAx SIDELITE N13A UNDER I Of IO 39.PLYWOOD CDX PLYWOOD. SEPARATE APPROVAL E' Y GLAZING / PANEL COMBINATION GLAZING COMBINATION CONFIGURATIONS i CONFIGURATIONS (TRUE MUNTINS (MID-RAIL) (TRUE MUNTINS (MID-RAIL) USED FOR DIVIDED USED FOR DIVIDED GLASS LITES) GLASS LITES) y ALLOWABLE DOOR �! PANEL TOP SHAPESI rru LITE ,a uTTLY„NKIfULL LITLVERTW Y Dr WW LITES, t/4 UTE,1 PMad 1 LRE, PANELS 1�/= 0 10 0 a a o 0� 1- MAX,PANEL WIDTH-4V MAX PANEL WIDTH-40• {j NAx PANEL WIDTH ID• PANEL HEIGiT-120-3/4• MAX PANEL HEIGHT.120-3/4• C 2.IC NAX PANEL HEIGHT-120-3/1' C W �4 CT N O C IC t r.N m 4A90•DUPONT DOW SAFETY PLUS II �1GNOPLAST SERTRYGLAS 0.AStLAN NDI.NEEP AY rP0.riAM URETHANE ii DYEtA�-i/4•NEAT f-111 I I E%T. 1/4•NEAT V 6 1/16•DOV 2ka VEXT. T. 1/10•DOW IA17 BITE E%T. iNT. HOE (FLPEN 62384) WOLTERS ENGINEERING,INC. (COAN27194) rrvr. 0.AZWG DETAIL GLAZING DETAIL �1►ARTIAL VODD RAISED (� 'J 6358 OW 32ND TERRACE N362-0907-11-G 0.AZWG OPTION I 0.AZU1G OPTION 2 1 Q---GL7�� FT.LAUDERDALE,Ft 33312 MAX.35•N X 37-Ire•V SEAL[. NTS SHEET 2 of 10 S S � NOTE, EGRESS DOORS MUST MEET FBC REQUIREMENTS TO BE ANCHOR CLUSTER AT MEETING ANCHOR CLUSTER AT MULLION REVIEWED BY BLDG OFFICIAL I ER �srxss(SEE BEtOV) ENDS(SEE-TAIL—1 P (2)ROWS R NEAR/JAMD i'NAIL FROM FIRST Y SEE SHEET 10 CORNER AWHOR,TV. ) FR•NAY_M.TYP./ \ HARIVARE / i \ / III DIRECT SET SIDELIITE I I rI OPTION 3A (SEE SEPARATE MONTECARLD 62 OR 31L \ I 1 APPROVAL) F MAY"Am"40" DIRECT SET TRANSOM jl (SEE SEPARATE MONTECARLO APPROVAL) ;6 — — AT MULLION CLUSTER AT MEETINGE DETAIL I/D) STILES(SEE BELM I I FROI Farr -- I I \ I t g 0 ROWS R MEAD/JAMB I I 1 1 0 BEE SHEET 10 C--- �p ICA H ICS \ I roTla P"' Sr_ HARDWARE U V 3a ANCHOR CLUSTER AT MULLION. I I I I I a OPTIONAOlt 33, / ENDS.(SEE DEtAIL Ire) 27.12. / I pinI I I / \ to � cm HARDW\ / \ OPTION 311 OR 3" II / \ INACTIVE TIIII I i t 0 NA \ IU 0 U'n MA%. 1!re•NA%.FROM 2'VERTICAL 10' u007K TYP. CLUSTER AT XEETING ANCHOR CLUSTER AT MILLION L STILES(SEE BELOV> ENDS(SEE DETAIL J/D) \ HARDVARE / OPTION OB (WITH 31). \ / ELEVATION iH DOUBLE DOORS \ / (WITH OR WITHOUT SIDELITES) NOTE, MAX. ANB \ // AND HINGE at SHOWN ABOVEIZES TYPICAL TOCHOR ALLL DOUBLE DOOSSACING HARDWARE O d AJam SA OR 31 3/ / ANCHOR CLUSTERS AT MEETING STILES INACTIVE ACTIVE / \ SEE SHEET IO FFASTENER TYPE.SPACING.EMBEDMENT, Ec/GO GN j$p AND DGE DISTANCE REDIAREIENTS.OR TT TERS 8 ]1/E'MAB,FROM HEAD, VWD- (U ADV OF(3)TYPE A (FLPEB182354) UA lAA CO ROV OF C3)TYPE B YBa..arW7as.Nbft CONCRETE-(2)ROWS OF(R)TYPE C 14 Ire•NAM. CMU-(2)ROWS OF(2)TYPE C SB WOLTERS ENGINEERING,INC. ANGOR CLUSTER AT MEETING STEEL-(3>ROWS OF(2)TYPE B OBts INSTALLAYN"ANCIOR.ITP. STILES(SEE BELOW) ALIDO -(R>ROWS OF tTl)TYPE E - C COAX 27194) Sx4 WOOD - (S)TYPED MAne• (SEE SHEET 10) \ / 5358 SW 32ND TERRACE �� IISB2-0907-11-G ELEVATION 2H DOUBLE DOORS CONCRETE- (C)TYPE C FT.LAUDERDALE,FL 33312 TCAw NTS (WITH OR WITHOUT TRANSOM) STEEL- (4)TYPED NOTE, FOR DOOR MAX. SIZES AND KHBIIIABI (o TYPE E SHEET .SPACINGS SEE ELEVATION 1, THIS SHEET s 3 of 10 � g e Y ANCHORICLUSTER AT KEE7INO ANCHOR CLUSTER AT MEETINGI g STILES(SEE SHEET 3) STILES(SEE SHEET 3)1 8 INSTALLATION ANCIO]R,TYP. INSTALLATION AMC",TYP, / (SEE SHEET 10) (SEE SLEET 10) A NB 140 �� a `�� 149 pi / �i — _ H{ �•� 3B 4p OPTION + ' OPT (3Aat Of \ V ( !IlLLI Lc / \ Ce OPTION ejlit WITH SIXa \ NARBVARE \ OPTION 2A/ (A { / WIRBVARE //tit a)v HMRB�1/ HIPTION 9A as s T INACTIVE {{ C J ACTIVE INACTIVE �j ACTIVE i7T 141, 1M lit LYA IIA 10.11 IIA%. 1 I MMX.IRON ` 1 1/2'WO(.FROM \\�Mltl1 J@. 10 1/2'MAX 40'MAX LEAF VIOTH TYPCLUSTER AT NEC7ING CLUSTER AT MEETING STILES(SEE SHEET W u STILES(SEE SHEET S) !VA'VAX rRANE WIDTH sza- ELEVATIONH DOUBLE DOORS WITH ARCH TOP ELEVATION, DOUBLE DOORS WITH EYEBROW TOP <MAX. SIZES AND SPACINGS SHOWN TYP. FOR SINGLE OR DOUBLE LEAF EYEBROW TOP DOOR) 1t NOTE, FOR TYP. LOCK/HANDLE LOCATIONS, SEE SHEET a _ k�! NOTE( EGRESS DOORS MUST MEET FBC REQUIREMENTS TO BE 4 kS REVIEWED BY BLDG OFFICIAL (FLPE#82354) w/NBYd M owMb'Mi�11R i1BIi1A C WOLTERS ENOINEERWO,INC. I N ,) W 32 27194) 14502-01107-11-66368 SW 32ND TERRACE FT.LAUDERDALE,FL 33372 xAH.c. NTS .;. L.S � SHEET 4 of 10 INSTALLATION ANCHOR,TTP. CSCE SHEET IW I4A 145 +a \\ U 39\ 41) i I \ w i 4�1)' i T a t lit LACT o (��p 19 1/R'NAS. 14A to""NAIL Iu C J DC.TVP.HEAD DC.iVP.HEAD m 9 3/4'NA%.fRON3 3/4g CORNER,TYP. 'NAX FROM 19 49 9/4'NAIL Typ f0 G ELEVATION, SINGLE DOOR NOTEI MAX. SIZES AND ANCHOR AND HINGE SPACING FLEVATIONI SINGLE DOOR WITH ARCH TOP SHOWN ABOVE TYPICAL TO ALL SINGLE DOORS WITH OR WITHOUT DIRECT SET SIDELITES OR TRANSOMS (SEE SHEET 1) ISMNOTEI EGRESS DOORS MUST MEET FBC REQUIREMENTS TO BE REVIEWED BY BLDG OFFICIAL Im i Rs (FL § §1 µSyrovcd r 9RRW!YI+�vrg6 il{t rPYE9 62354) p N WOLTERS ENGINEERING,INC. 61pAN (COAD 27194) r vw 5368 SW 32ND TERRACE N5R2-0907-I1-G FT.LAUDERWLLE,FL 33312 aAm NTS SHEET 5 of 10 DIRECT SET SIDELITE 31 (SEE MONT£CARLO SEPARATE 31 1 APPROVAL> 1 INTERIOR INTERIOR I r.1 INTERI 1 13B 13A r.-I 13A 13B DIRECT SET TRANSCH (SEE MONTECARLO 28 ----- SEPARATE APPROVAL MT1 28 38 EXTERIOR 29 29 E%TERIOR EXTERIOR 36 292A,2B, 3A,B 35OAD' 3S Y 13C 27 13C 4 27 36 8 4 4 13C 22LLION DET l ION DETAIL('0 -00R) 6 ( -S L ) SEE SEPARATE DIRECT 13CSET MONTECARLO 14AAPPROVAL FOR 1820 QTY 3 MULLION ANCHORS. 21 � 20 OTY 3 tOC i I CAULK JOINT G \ GLUE ENTIRE JOINT IIITH FRANKLIN I \ MT TIB13N -200ONAL I MULTIBONO-2000 t� I WOOD GLUE \\ \ \ Q \\ C TPANSOM IA,III \\\ DETAIL MULLION 7 0. \ \ Lu cn \� O 2' C J fpppQC1111 HL (ALL MEET TYP,M C3DETAI� TYP.THRESHOLD CORNER DETAIL v CORNERS) 6 SCREWED AT ALL CORNERS) BE— SCALE,NTSSCALES NTS wpyroridww&pIyftwkh F'MAd� par -K IOB Mr/Y Tredve �Q GLUE WITH 9 gf,/�Ct /•��w� 7S E FRANKLIN INTERNATIONAL 8 MULTIBOND-2000 WOOD GLUE) 15 t! , l0E GLUE WITH 15 IS 4k4�PFaM8238E4RS FRANKLIN INTERNATIONAL GLUE W TH MULTIBOND-2000 WOOD GLUE) FRANKLIN INTERNATIONAL WULTERS ENGINEERING,INC. OC HULTIBOND-2000 WOOD GLUE) (COM 27194) mv"e 9 9 8388 SW 32ND TERRACE IISBE-09 7- -G FT.LAUDERDALE,F133312 ic�Lt. NTS TYP. TOP RAIL ASSEMBLY DETAIL TYP,MEETING RAIL ASSEMBLY DETAIL SCALE.NTS �PUAUJ HIS TYP. BOTTOM RAIL ASSEMBLY DETAIL SHEET 6 of 10 SEE SHEET 10 FOR ANCHOR INFORMATION g SUBSTRATE 2A,2H,3A,B 32 i 36 22 g q HEAD DETAIL SEE SHEET 10 FOR p 13C ANCHOR INFORMATION 14A,8 IA,B SEE SHEET 10 FOR l3A ANCHOR INFORMATION 1QC at 136 SUBSTRATE 13A INTERIOR SUBSTRATE SEE GLAZING 31 ASTRAGAL 31 DETAILS, I 13B 12A I SHEET 2 13A 13A � 13B 9 26 TAGGERE 9 132 6 a 32 9 4�, ' �i iTip, k' L I i�,;� 32 a $ I ��,�VVi I r��II i;I' �'Y�i J 'i EXTERIORkRIOR I3C ___ 29 36 I) 36 2A a'2H B OPTIONAL 12B 94iv 13C EXTERIOR 3 2 26 13Cli - a ASTRAGAL , MAX SH114 (OPTIONAL> SINGLE DOOR C ASTRAGAL DETAIL EXTERIOR HINGE JAMB DETAIL ALL SEE GLAZING DETAILS, SHEET 2 Lu 171 6 31 0 32 EXTERIOR INTERIOR C f0 13C m —I 11 rn $ SILL DETAIL IOE FACE OF DOOR STILE L SEE SHEET 10 FOR ANCHOR INFORMATION DOOR 27 21 STOP TYPICAL fY01W s tprpl>iog 1v11bAli 22 14 31 - HINGE 4 fYaW Ook- 3 s 7 I�WA� 2 36 SUBSTRATE 31 8 29 fM*z1UMrde►1�O�R L{�1� !;i /sl ,.Y §I ggg�Q 13A 37 28 d ,^, gs W 1/8' THICK STEEL FLAT PER iPLATE SCREWS �TS X BAR ( 1 )i' x 10' 14 ® A �'rr 31 8 32 (FLPEt 82354) - WOLTERS ENGINEER846,INC. O ® TYP.HINGE DETAIL (COAN27194) ® 7 5358 SW 32ND TERRACE H592-0907-11-G 2l Fztt BB FT.LAUDERDALE,FL 33312 ,,,� som NTS DOOR BELOW STEEL FLAT BAR %AILS znar SHEET BOOTTLOM OF EACH DOGR> 7 Of 10 i I NOTE, ALL COMPOSITE PARTS ARE CONSTRUCTED WITH TITEBOND II 5 FRANKLIN INTERNATI❑NAL WOOD GLUE ---------- ___________ I i I I R Y {- T___-__� _� 1 1 I 1 I 1 1 I S iy I 1 I � e I I I I 1 1 1 1 1 i 1 I 1 I I I WOOD PROPERTIES MIN Lys 1 _L 1 � MAHOGANY Mln. E = 1.9.16'Psi 4. TYPICAL STILE Mln, Fy = ISS00 Psi IOB. MEETING RAIL/INT. STILE sn ANCHOR TYPE B,C,or D, Min. S,G. =0.56 (COMPOSITE MAHOGANY) «D1 PER MIlLiO7. (COMPOSITE MAHOGANY) PLYWOOD o o SEE SHEET 10 FOR Min.E = 1.1x1U PSI Q EMBEDMENT AND EDGE FWR Fy =5,700 Psi DISTANCE. Min.S.G.=0.53 b L[ 0QA V ol 8. ALUMINUM NLN LION ° ° j VITH 1/4'ALMINUIt . :2� PLATES I C �! WELDED AT EACH EIDI WITH � �� / � SOLID ALL4 ARWNARODE FILLET WELDS 1 � MAHOGANY C C G i tIJ 1"'t I"\HORIZONTAL MULLION cm \�V ANCHOR DETAILC NOTCHED AT1/4' ' REINFORCEMENT PLATE LOC. IOC. TOP RAIL IGF.TOP RAIL - ARCH 0 N �C�pp C J 5/16' CDX Id ------T---- --- t -3 otl zj PLYWOOD t, ANCHOR TYPE or C, PER MULLION. oml SEEodreqoyftQ4et I I L w EEE DMET 10 FOR j 1 I 1 B'INWN EN AND EDGE DISTANCE, / 1 I 1 14B.REINFORCING PLATE (STEEL) it,GLASS STOP SErnroaL VIEVK aA4TIAL NOAM 1 I 1 RAISED PANEL L CDNSTRUCTIM MlNridld°YroAD1( s 0 t 1 I I M Be b o _. .`o • db ° Yb'� _____T_��,F_ a11001 T 0 1 1 7 . iDLON s J� € 1 I I �o.� ODS B70 We, WOLTERS 130L WEATHER STRIP 1/4' Iz..un n m aannr.e oT (FLPE#62354) 9. TON ( a v AY QSTaiPP11N: WrAl WOLTERS ENGINEERING,INC.A MIN M tl I 1 1 ! TAPE NAN62A(EPD)n EL EACH M PLATES _ IWELDED /10.'0.DCCTN>mEMF1 ND WITH S I I 1 (SAA 2714{) M2-0907-11-G ___ xuvsN. ALL ___�_y___ 5356 SW 32ND TERRACE FT.LAUDERDALE,FL 33312 SCILLE. NTS J VERTICAL MU LION 8 ANICHUR DETAIL SHEET 8of10 EXTERIOR INTERIOR 5 -5/91 SOLID MAHOGANY WOOD VTHR STRIP KERF Y g 1 Y a + i LAMINATED COX PLYWOOD SOLID MAHOGANY I I Ax 1/8' 5 1/4' MIN. I 5 1/4'MIN, RELIEVE 2' O.C. 4 311 iB.HEAD/JAMB 1A.HEAD FOR ARCH TOP AND EYEBROW ty 21 MIN, 5/16' THICK 5' 1/8'ST TIM P AT c AT HEAD 6 THRESHER D SOLID CAP PAIR OF DOORS - QTY�2 SINGLE DOOR - QTY,2 c NOTEi ALL COMPOSITE PARTS ARE CONSTRUCTED WITH ND II A FRANKLIN INTERNATIONALONAL WOOD GLUE 1/4' b HOLE, TYP. F Z 4 l 1/2 04 OLE, TYP. STEETrtlCK a d' D SOLID MAHOGANY UJ H I 1/4' b 3 9/16' HOLE, TYP. a,� 37. ALLNtNLIw CHANNEL 71, t/2' b C HOLE, TYP, o o 12B.EXTERIOR ASTRAGAL 0 �Lm 10 112, WOOD PROPERTIES C J MAHOGANY to Nim E 1.9x10`Psi l4A TYPICAL TOP/BOTTOM DOOR •ttD RcINFOR-IN• 1/8' THICK 2 PER DOOR LEAF, 1 8 TOP,1 8 BOTTOM "Fy - 15,500 Psi SOLID CAP t Wm S.G =0.56 PLYWOOD 12A. ASTRAGAL Kin. E = I.IxId'Psl Nin. Fy = 5,700 Psi ppMV d w awny�lg•n.Ni illr. Min. S,G 0.53 Fkrws o� DNr h �!/3 IiDM a log DlYHO o N N m $/76• > 411'NVL i S IL > TERS ii g (FLPEp 82364) g WOLTERS ENGINEERING.INC.21 MIN, FINGER JOINT DETAIL (COAs N502-0907-11-6 6368 SW 32NDD TERRACE ER IDE. TYPICAL BOTTOM RAIL FT.LAUDERDALE,FL 33312 _ {COMPOSITE MAHOGANY) uALa NTS 7. ALUMINUFI THRESHOLD .. (6063-T5> SHEET 9 of 10 TYPICAL ANCHORS TYPICAL ANCHOR CONDITIONS 5 WEED - TYPE A - 812 X 3-3/4'PFHSMS . U 1/1'MIN) V17H Y-V4'EMSEDNENT AND Doore.ar.h D.A.R... 7/7 EDGE D STANCE. VGDD - TYPE 8 - 1/4'X 3-3/4'PFHSHS tY U 1/4'IML) WITH 2-1/4'EMBEDMENT AND 1'EDGE DISTANCE. COHCRETC - TYPE C - 1/4•D1A iN ITV TAPCDN DR ELCO U.TRACQI (3000 PSI MUD DIRECTLY 1NT0 CONCRETE OR THRI)WOOD KICK IMO CONCRETE N1H 1-3/4•MN EMBEDMENT AND e-1/2'MN EDGE DISTANCE. Dow.R- TYPE TYPE BFJL Ot E. CMU - TYPE C - 1/4'DIA FM!TY TAPCR!OR ELCD ULTRACDN N MAX GC TTPICALLTAMCq USTH 90) DBLECILY INTO f/tOIIT F0.LED CHU OR TIBC) OR &BUCK IMO CM/VITA 1-3/4•MIN.EMBEDMENT 9 I/V NIX Gt AT CURVED AND 2-1/2'MIN EDGE DISTANCE. DDOORRS,IWOo.�r Mae.< Y STEEL - TYPE D - WII•D U FN B TYK(CA A 5)THREAD EDGE SCREW (16 G.33 KSI MM VttN FULL EMBEDMENT AND 1/2'MIN EDGE DISTANCE ALUM TUBE MNR.LION - TYPE E - 1/4'DIA FN SHEET METAL SCREW (1/6'HT",6063-TS) WITH FULL EMBEDMENT AND 1/2'NW EDGE DISTANCE DOOR JAMB $ ANCHORS EXT, o 7 MM 2-1 YN 8 =* Lh 2-1 YR B-i Y YG '. ANLYONR7YPE EV-db SYN ./ 7 YM 1-1 M Q y)1AT11"NIG ST�0.EYS�s.. KMN.tbn Ix 1fAX.GC �'■ '•!''. :�+'+ Ili W wMuw SNwp `M'w.Duw sNww ` �1L'ww.,w SNNKiO (C C X'w sh." lam^ EXT. Sb61.Rn D IM.rl.r EXT. RAM TYK C. DOUBLE ANGIO(TWE D, DOUDLE ANC1O(iTK D, C ;,{ SIh9'FRI TYPE S, 1 VY TONT UWS, EXT. 1 1/2•FRO JANDA EXT. 1 V2'fRGI JAMK, v, 1 V7 iR011 JAIOS, (b RCVS ff(AJ AT N7G (0 ROWS K GO AT MIG (D RGNS OF @)AT MG C ('L AT MD STLES TOTAL OF(4)STILES STILES.TOTAL OF U). MLLES.TOTAL OF SPACES 7=S.. SPACED 3.OC S.. SPACED Y GC.S.. SPACED Y O.C.Sn G.v.V—Nor HAL 0.w1b Por VAX MC. VT .tbA F.r NAX RC E1.vo1bN Por VAX Gt O Ot KTVEEIL KTVEEN KTWEUL KTWEEN. WOOD CONCRETE STEEL ALUMINUM A°dN."n Dom` OR MULLION MULLION aws.r i—;L 0 �' ITT%4 AMS• m O 0 „ gwhr c 0 wDpy YRd ME C�OP!? R' G• o.L.ow 0*ANXILECHO ROV DF SDO.E ROV KBdDY� ANCHOR TYPE F $me T1PE D, ANCIOR TYK D, 1 VB'FRN JANK, 1 1/B'FRAC.MNK, 1 1/D'iR01 JAIOS, 0)AT MG STILES lm AT N11 2TRCY CA A7 MG S70.E2 / SPACED A X7 GC AND SPACED 3'GC,AM SPACED 3'D.C.AND EXT. KTVE[M Mt EXT. L[TVEEN.GC EXT. ' Gt •dE�7 L ERS (FLPEY 62354) WOLTERS ENGINEERING,INC. (COAN 27194) 1ANM. 5358 SW 32ND TERRACE Nsee-DTo7-G-a EDGE DIST,TYP. FT.LAUDERDALE,FL 33312 SCALE. NTS WOOD CONCRETE STEEL SHEET SILL ANCHORS 10 of 10 ' VIPIN N. TOLA'r, P.H. ' �ortdrellere� r;O'ir$rneef. 15123 Lantern Creek Lane, f np*�'ea:cn� - .��w/e�cleivae Houston,TX.77068-3831 V .AoAd�eale TEL: 281-444-9183 Tax: 281444-9184 ` Email: vtolat@sbcglobal.net Yale 1 ENGINEER'S EVALUATION REPORT#NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries 1ne; 1055 E. 29'h Street, I lialeah,FI.. 33013 www.nu-vueinchistries.com nuvucnbellsouth.net Phone: 305-694-0397 Fax: 305-694-0398 1.0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code- Building and Residential 2.0 PRODUCT DESC111111'ION: Refer to tables I through 21 of this report for Product name,size,size and number of fasteners, fastening details shown in the diagrams and the allowable loads. 3.0 SI'RUCT'URAI,SPECIFICATIONS : 1. Steel shall conform to ASTM A653, SS grade 33,min. yield 33 ksi,min. tensile strength 45 ksi and min. galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. fine,specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per table 2.3.2 of NDS 2005. Design loads do not include 33%increase Ivor steel and concrete. 5. Concrete in Tic beams shall be min. of 2500 psi. Concrete Masonry,Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift,L1 and L2 shall satisfy the following equation. Actual Uplift + Actual 1.1 + Actual L2 <=1.0 Allowable Uplift Allowable I.,I Allowable 1.2 r Page 2 4.0 INSTALLATION Installation shall be in accordance with this repod and the latest edition of Nu-VUe Industries Catalog.The information in this repol't supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing;Inc, (PT) Atec.Assoeiates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N, Tolat,RE Product 'fest W11'est lab Date tested Tested NV'I'A/NV'I'AS 02-3938/PT 8/6/02 N V TA/N V'f A S 02-4073/1)'1' 11/6/02 NVTA/NVT.'AS 02-4074/P'I' 11/6102 N VTA/N V'I'A S 02-4075/1'1' 11/6102 NV'I'A/NV'I'AS 31.22456.0002/A E'C 7/6/02 N VB1 124 02-4096/1''1' 12/3/02 N VIA 126 02-4095/111' V17/03 N VRT 03-4177/P'T 2/3/03 NVR'F 03-4202/1"I' 2/19/03 N VI2.T 03/4270,4271/1)4' 3/27/03 N V'1'11/NV'I'II S O4-4698/PT 4/15/04 N VSN P3 03-4482/PT 9115/03 j N V358 03/4543/P'I' 12/19/011 NV458 03-4590/P'I' 12/31/03 N VT[CUR 03-4625/117' 1/21/04 NVS'fA/NVIITA 04-4641,4642/PT 3/17&3/22/04 NVJI124,26,28 03-4385,86,87/PT .5/30/03 NVSO236 03-4349,57,58/PT 5113,5/19,5/20/03 NVTP4 03-4303,44/PT 4/21,5/I/03 - NVTP41-{ 03-4345,43IPT 5/2,5/5/03 NVfIC'43,43/2 70-02-94-0038 VATEC 11/27/95 A135 05-5195,95A/P'I' 2/15H)8 AB7 05-5196,96A/PT' 2/15/08 N V ITC37 03697.0001/ATEC 11/27/96 IK E 1 05-5612/P'r 3/20/06 lKh2 06-56122/P"I' 5/1/06 NVT'I IJ26 04-4995/PT&138-96013.01/PSI 1131/05&2/7/89 N V'1'[I,128 04-4996/11T& 138-96013.05/PSI 1/31/05&12/2/89 I Page 3 6.0 DESIGN: I Maximum allowable loads shall not exceed(lie allowable loads listed in this report. Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report.Allowable loads shall not exceed the capacity of wood members.Capacity of wood members shall be checked by Eng ,. r/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 GODI.TI.ONS OF USE: I. NuVue Industries metal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 ofthis report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. 3. The connectors must be manulactured, identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue industries Inc in 1 lialeah,Florida under a quality control program with inspections by NANII file having State of Florida license#/QUA 1789. i Q � �ililllll ,�- -- .r.- �N N, TOL '•�. Vipin N.Tolat,P.L. �.` ��Q .•'•••••, 9�, �• 10 � GNS� Florida P.E.# 12847 •' � 4/15/2013 No.12847 r M T s vnt/nu0413 ; -p: STATE OF :/" f �. • W f +�+Illliiiii i Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat WAS 14 G Straps, 20 G Seats 1" Perpendicular - to wall HI' Length product !, � L2 Code 16 NVTA-•16 NVTAS 212 x 18 NVTA-18 NVTAS 214 L 20 NVTA--20 WAS 216 MIN. 4" 22 NVTA--22 WAS 218 fM©. parallel L1 to wall 24 NVTA-24 WAS 220 NVTAS 1 Concrete Tie Beam or Boom 26 NVTA-26 WAS 222 1" withiconcrete ffiledd _.--- .-_._..-..• 11- masonry 28 NVTA-28 NVTAS 224 30 NVTA-30 WAS 226 36 NVTA-36 NVTAS 232 48 NVTA--48 WAS 244 MIN 4" EMB. 0 24' NVTA 1 0 Maximum Allowable Load �Ibs Holes Dia. ' No. of ------- ---__.___._ _..___......_— NVTA, WAS Fasteners Uplift Uplift L1 Single L2 Single each strap Single Double & Double& Double 10d Strop Straps Straps Straps --- -- No, of Maximum Allowable Load lbs 5 757 1514 250 500 Fasteners Uplift Uplift L1 Single L2 Single _ 6 805 1610 250 500 each strap Single Double & Double& Double 1O x 1.5" Strop Straps Straps Straps 7 -854 _ 1708 250 500 --------— -- 5 1032 2236 250 500 8 902 *1804- 250 500 — -- ---- - -- 6 1127 2254 385 565 9 951 *1902_ 250 500 7 1136 2272 520 630 10 999 *1998 250 500 — -- --- 8 1144 02288 520 630 11 1048 +2096 250 500 9 - 1153 12306 520 630 12 1096 02192 250 500 ----- -• ---- 10 — 1161 *2322 520 630 13 1145 *2290 250 _ 500 11 1170 r *2340 520 630 14 1193 *2290 250 500 - - - 12 1178 62356 520 630 *Note: For 8 or more nails per strap, use double 13 1187 02374 520 630 truss for double straps. For all Loads CD=1.6 I , Page 5 TABLE 2 TABLE :3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FASTENER ALLOWABLE FASTENER M ALLOWABLE OW w SCHEDULE LOADS (lbs.) Uw w SCHEDULE LOADS (lbs.) .._ FJ5 a ou a s DOWNWARD 2 N 00 X =n DOWNWARD WIND a �" GRAVITY Wind 61 a v < 0 x GRAVITY UPLIFT a LOADS Uplift Load s 8 LOADS LOAD z CD-1.0 Ca=1.6 Ca=t.O Co=1.6 NMI94,11 1113 364 1-61 MA 11,126,14 1 20 if)- 1213 Notes: Notes: 1. Values are based on 1j" header and Joist 1. Values ore based on 3" header thickness and thickness. 1}" Joist thickness. 2. Can only be used in Non—iIVHZ. upuv( LOAD UPLIFT LOAD ' Q•0 DOWNWARD LOAD DOWNWARD LOAD 2d" 2b" 21. v • r3j* 0j" 41 Ir 2j„ i Page 6 TABLE 4 NVRT — Flat and Twisted Raft Zips 1"x14 G NVRT Wood to Wood_ 16d Fasteners Maximum Uplift Load (Ibs) Length Product Gauge TOTAL In a chy Flat Ties Twisted Ties (in) Code memger -- — 6 3 588 a 588 s 12 NVRT-12 14 8 4 725 724 16 NVRT-16 14 10 1 5 861 860 18 NVRT-18 14 996 995 14 7 1135 1132 20 NVRT-20 14 22 NVRT-22 14 NVRT Wood to Concrete -"-"' No. of 16d nails No. of #" diameter Maximum Uplift 24 NVRT-24 14 to Wood Framing Topcons to Concrete Load (Ibs) . s 30 NVRT-30 14 _._..___ 3 _-- 3 588 36 NVRT-36 14 a a 722-'-" 5 4 856 48 NVRT-48 14 6 5 991 ^` 7 5 1125 Notes: ---- 1. Specify "F" for Flat and "T" for Twisted when " N Do not oI I�I I Use circled ordering. holes 16d 2. Fastener volues are based on a minimum 14" thick wood members. O 1" }"Topcons 3. • Indicates no. of nails in each connected I O ° 214• wood member. 1 o o O, O 4. ITW tapcons shall be embedded a minimum of Ot$• o o oll 1j" into concrete tiebeom or tiebeom formed l o ° 0j" jt1- with concrete filled mosonry. ITW tapcons shall ° have o min. edge distance of 21" and minimum NVRT Anchor staggered spacing of Y4" as shown. Holes dia. a'l 5, Use only in Non-HVHZ. UPLIFT 6. For Uplift loode CO-1.6 1 te�`e I7► fY°t LENGTH FLAT HALF HALF Connected Connected to truss to wall 2j" Min. edge distance LENGTH TWISTED Tie Beom famed with concrete filled masonory or concrete tie boom i Page 7 TABLE 5 Truss Anchors NVTH 1Y4%14G, Seat 18G H No. of Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs Length Product Single Strop Double Straps (in) Code in FeachnStrop g on p on p Single Strop Double Strop 12 NVTH-16 NVTHS 212 10d x 1.5" Single Truss Double Truss L1 L2 L1 1-2 14 NVTH-•18 NVTHS 214 5 1032 2064 560 525 1120 1050 t6 NVTH-20 NVTHS 2161 6 1222 2444 671 630 1342 1260 18 NVTH-22 NVTHS 218 7 1275 2550 783 735 1566 1470 20 NVTH-24 NVTHS 220 8 1329 2658 783 735 1566 1470 22 NVTH-26 NVTHS 222 9 1383 _ 2766 783 735 1566 1470 24 NVTH-28 NVTHS 224 10 1437 — 2874 783 735 1566 1470 26 NVTH-30 NVTHS 226 11 _1490 2980 783 735 156_6 14_70_ 32 NVT1 1-36 NVTHS 232 1 12 T 1544 3088 1 783 735 1 1566 1470 44 NVTH-48 NVTHS 244 13 1598 3196 783 735 1 1566 1470 f CD=1.6 for Uplift and lateral loads. ty" 1 o Y4 1 H - O not 0.203'w 1' tY`• H O MIN. 4" Holes Dia. {}" IY` EMB. MIN. 4" O EMB. NVTHS 1.. NVTH Ir NVTH, NVTHS Single Strap Q Double Strop Single Truss I Double Truss 4 Concrete Tiel Beam Concrete Tiel Beam or Tie Beam formed or Tie Beam formed with concrete filled with concrete filled masonry masonry I Page 8 TABLE 6 — SKEWED NAIL PLATE Product Steel FastenerScheduleAllowable Loads (lbs) Code Gouge Each End Gravity uplift NVSNP3 16 (6) 8d x 11¢" 594 594 3W 0 0 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported o 0 0 Trusses in compliance with section 2321.7 of the FBC. s t�fe' 31f' GD-1 O-Gi:avlty 7. CD=1.6-Uplift Supporting Tuss • 6 1 • x '• 9 ap & bottom chord 3 " I 1 O O O \ . 951 yy Supported 0 " 1Y4" IY4' 41s� Truss Top & bottom chord Hole pattern is Moles its dia. mirror Image of the i eo• �.o..V oppalte shte NVSNP3 Installation 14 G Straps NV358/NV458 TABLE 7 - NV358-2 Ply Seat TABLE 8 - NV458-3 Ply Seat Assembly 14G Strop Dimension Total No. Total No. Allowable Total No. Total No. Allowable of Fasteners of Fasteners Loads (lbs) (of Fasteners of Fasteners Loads Ibs) Product Product H in 2 Straps in Seat in 2 Straps in Seat Code Code (inches) 10d x 3" 10d x 3" Uplift LI l.2 10d x 3' 10d x 3" uplift t.I t.2 W58-12 NVTH16 12 Ny3� 8 8 2245 1981 1839 8 8 2245 2783 2078 RE-14 NVTH18 14 10 8 2525 2206 2068 10 8 2525 3131 2338 -16 NVTH2O 16 t2 8 2806 2452 2298 12 8 2808 3479 2597 RVOO-20 NVTH24 20 14 8 3086 2897 2528 14 8 3086 1 3827 2857 Nam-22 NVTH26 22 18 8 3367 2942 2758 16 8 3367 4175 3117 -24 NVTH28 24 -26 NVTH30 26 CD-1.6 for Uplift, L1 & L2. Ny3�g PH-32 NVTH36 32 1i' t'�N ' J'NV358 -44 NVTH48 44 436'NV458 " o Of 21i' f•� 2x' o — 11'4" o y�• 3)i'NVJ58 Zply seat NV350 SWNV458 /3 ply Wt Nv4W a Side Mew H ur��rr Holes Illo ills' p i 14G NVTH 6x. Y 1�� 2 o - 904 0.103'x 1' r4.t/4.4ro Eo**&n nt. Hot,,— • 0 • 2Jr "• ;.v Concrete ne Boom o or Tle Boom formed ' r with Concrete filled 1' Masonry. 114' Ll Holes Dio. ' 1 ' 4 18G Seat Detail 1 Page 9 TABLE 9 HURRICANE CLIPS Product Gouge Fasteners 10d x IW Allow Ibs Code Descriptionmoad*7 Joist uplift a L2 NVHCR HURRICANE CUP- RIGHT is 6 6 523 233 333 NNiCL HURRICANE CUP -WT 16 5 6 323 253 333 For Uplift, use two clips,one on each side to comply with section 2321.7 of the FBC C0=1.6 for Uplift, L1 & L2. rop aero o e _)t.• URFI dwa e e JT-9 O bde dln.ar78' NVHCL NVHt21 iC e e Wt" eel.. \ eam Cross-Section a°°'4 SCALE. ' )1t L2 ;; 7-3k Aoa.a .0 O NVHCR L1 TABLE 10 TABLE 11 14G NVTH Straps NVSTA/NVHTA NVSTA-Single Strop NVIITA-Double Straps Assembly 14G Strop Dimension Total No. Total No. of Allowable Loads (lbs) Total No. Total No. of Allowable Loads (lbs) Product Product H of Fasteners Fasteners in F'c=2500 Psi of Fasteners Fasteners in F'c=2500 Psi Unless Noted Code Code (inches) in Strop 20 GA. Seat In two Strops 20 GA. Seal upltrt NYSTA-12H NVIN76 12 10d x 1X" 10d x 114" Vitt LI L2 IOd x 111" 10d x 0j" Uplift LI L2 NVHrA-12H 5 6 1308 700 1049 10 6 1772 2078 1050 1450 NVSTA-14H NVTH18 14 8 6 1426 780 1144 12 6 1994 23]8 1161 1611 NVHTA-14H NVSTA-16H 7 8 1545 823 1239 14 6 2215 2598 1312 1614 NVNTA-i5H NVTH2O 16 s 6 1664 887 1335 16 6 2437 2858 1444 1994 NVSTA-20H NVTI424 20 9 8 1783 950 1430 16 8 2658 3117 1575 2176 NVHTA-20N ._. NVSTA-22H NVTH26 22 C =1.6 for Uplift, L1 & L2. NVNTA-22H p i " NVHTA-24H NVT1128 24 NVSTA-28H NVIN3o 26 � " o e O NVH1A-26H O tr NVSTA-J2H NVIH36 32 0 4 Y." 0 1 NVHTA-3211 � "� NNllA-44N NVTH48 419 � !;- at O 1r,. t� at S�ylblL -T Halos No.i(' 4 Ale _ � a . 20 GA Seal 140 NVTH9. 14h tY4h MY.. 200Seat H H 1 1 4'rn 4'Mtn. caret• UPLIFT Concrete UPLIFT Slot 0203'%t' ErreedmALI PN 'ab Embedment, L2 Ph "alf•. ��. / 11�• NVHTA 4H 44H NVSTA 12ji 44H Reinforced Concrete Reinforced Concrete Q • p tie boom Min 2/5 +— tie boom M6. 2/5 Top A bottom or reinfcreed Top&bottom or reinforced concrete block wou concrete block Mail i Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Ailowobte Loads (ibs) Product wnem Joist Double Single Fasteners Craoty Uta■Iwx uWu/nom.Isos Nthed Header Meader au e n e oa,ei. sgeY1dy. 0 k DoupO Code W H BS Size Size Size Joists Hsodar Heoder µ4 xdoetrNOOdrt NVJH24 1% 3% 3 2x4 2-2x4 2x4 6-I0d 6-10e■Ur clod x 1X' 744 744 4930 2x6 2-24 2x8 NVJ 126 1% 5 3 2x6 2-24 2x6 10-10d 10-104■IX s-IOd.IV 1240 1240 821 2x8 2-2x8 2x8 2x8 2-2x8 24 NVJH28 1% 6- 3 2x10 2-200 240 14-10d 14-104 x 11t'y-led■111' 1736 1736 1079 2x12 2-2x12 2xt2 • Use only In non-HVHZ Single deader 1-2X ^ ,_,r-• 3• Double Header z-2x t Y.' t Y' o , • 1 1 h" a e , � o• 0 1 t NVJH 26 as shown NVJH 24 61 28 Joist o sim8or but with BS different holes. IN TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Fasteners Allowable Loads (Lbs.) Joist Header Size Size Header Joist GRAVITY 0 Uplift 14-10d 6-10d 1758 1108 2-2x8 - --- 2x6-8 2-200 14-16d 6-16d 1875 1279 2-2x12 4_j x 3 6-164 808 1217 $ 0-ws Header 2-2X Minimum M0OO 0 d O O 1 0 p e 0 Joist t-2X Minimum BOLT HOLES 1/2" DIA. 1 NAIL HOLE 3/16" DIA. I Poge 11 TABLE 14 TOP PLATE ANCHORS 1j" NVTP & NVTPH A Size Product Gouge Dimensions (In) Code 9 A 8 2x4/4x4 NVTP4 20 3f' 8" 24/44 NVTP6 20 51" g" a 2xB/4x8 NVTPB 20 7j" g" ° TU ° 2x4/4x4 NVIP4H 18 3�" 8" 8 ° Stud ° ° min. 2x4 0 2x6/4x6 NVTP6H 18 51" 8" ° 0 0 0 U. ° Total number of fasteners o o • tOd x IV' ° Product ode Max. Uplift Capacity (Ibs) 0 0 • 6 8 10 12 ° NVTP 4,6,8 828 1087 1346 1605 NVTP 4H,6H,8H~938 1207 1476 1745 Notes! 1. One half of all specified fasteners shall be used on ,:, . �•'�;.; i" , each side of the stud to achieve tabulated values, 2. CO-1.6 for Uplift. TABLE 15 18 Gouge NVHC 43 & NVHC 43/2 HURRICANE CLIP. PRODUCT FASTENERS DESIGN LOADS(LBS) CORE DESCRIPTION HEADER JOIST UPLIFT L1 L2 NVHC 43 Hurricane Cup - vide 9-10d 9-10d 687° 407 308 NVHC 43/2 Hurricane Cup - w1d•x2 10-10d 10-•10d 917 547 432 $For Uplift, use two clips, one on each side to comply with section 2321.7 of the FOC Ca=1.6 for Uplift, Lt do L2. 3Y4.. Y" W,. n 1 �4 2 y„ , • e 1-2x(i)j*Wd°) UPLIFT UPLIFT 2-2x(3'wide NVHC 43/2 NVHC 43 Use 2 dips L2 NVHC43 2 L2 one, on each side 1 Page 12 18 Gauge Angle lips Table 16 Product Oimensloos (inches) Fastener Schedule Ailorotde Loods(lbs) Code W1 I W2 L Header Jobst F1 F2 ABS 1h' 21(a 5 3-10dxl)i' 3-1Odxlh" 511 595 A87 U§' 2%o 7 4—l0dxlYt" 4-10dx1h' 562 794 !toles; Nail wider angle leg to Jotst and Shorter leg to Header. M 1 6 Tor.F1 h F2 W2 W_1 F1 W2 WI 0 0 O 0 0 0 4 L ,• o F2 0 -' 0 0 AB—5 AB 7 Typical Installation 18 Gauge NVK 37 SWAY Grip Clio (5201 Table 17 Nail Schedule Allowable Deign Loads(lbs) Product Code Description Heoder Joist Uplift l7 L2 or Plete or Stud WHC 37 5Way Clip 168 ad or 112 10d CO 710 560 730 _ 1.6 for uplift, L1 & L2 UPLIFT UPLIFT 1• L2 / • � 1Y1' 4, W. I I Page 13 12 Gauge NVTHJ Truss HiQ & Jack Honagr Table 18 movable Loads (Kw)S. Pine Nail Schedule Product up Hower HP Nag tOd Jock Nail 100 Code Nft 100% 11576 f25X Nails 11W 1602 e a b total c d total NVTHJ28- 1931 3229 J333 3333 20 S 4 92 31 5 Note. For 1-2x members 1adx1}GJ' nails can be used 20G Stud Plate Ties--h a Lefta FUght a Table 19 Product Dimensions(inch*4 Fasteners Allowable Loads(lbs) —ba Code W H L Slud Plots Uglt Ll L2 IKE 1 OV 5' j' 8-100 {-100 787 337 337 Jack J IKE 2 OV 6%, 932 151 318 1-2x CD = 1.6 for uplift, L1 & L2 �L----I UPUFT UPUFT mums-28 as spawn ` ti NVTHJ-26 similar W IKE- 111 a/16• p Typ 57 e3/16' L • , `C Typ' • I �• H ' H •• TYPICAL IKE1 INSTAIAiION JillHeader 2-2X lMHJ:28 as shown NVD4J28 similar Page 14 lkc i Seat'rfuss Anchor.Tbsy am designed to raid lateral and uplft faces. the Strop is mode of 14 gage skd and the seats of 20 gouge sled. Table 20 UPLIFT A.sembty Dimension Total No. Total No. of Allowable Loods(lbs) of Fasteners Fasteners in TA In Strop 20 GA. Seat 25MPNI Code (inches) IOdxt)�" tOdx1v" Uplift L1 1.2 r 1 " NYSTA12 12 5 6 1046 700 1049 1 , wvSTA16 16 6 6 1141 760 1144 e 7 6 1236 823 1239 �. HMA20 20 8 6 1331 887 1335 • L1 i 9 6 1426 950 1430 gVSTA22 22 C = 1.6fr D o uplift, L1 & L2 NVSIA24 24 p NVSB I{oldcn Double Strap Rivctcd'rvus-,Anchor. They are"nod of 14 gauge steel poles to sial lateral and uplift faces.The seats as made of 20 gauge deal Table 21 Assembly Oimenslon Total No. Total No. of Allowable Loods(lbs) Product H of Fasteners Fasteners in F'c a 2500psi (unless otherwise noted) Cafe (inches) in two Strops 20 GA. Seat NVHTAI2 12 ift 10dx1�" 1Odx1}f2Upl " Uplift F'c 3000psi Ll L2 _ 10 6 1506 1766 1050 _1450 NVHTA16 16 12 6 1 1695 1987 1181 1631 NVHTA20 20 14 6 1883 2206 1312 1812 18 6 2071 2429 1444 1994 NVHTA22 22 18 1 6 2259 2649 1 1575 1 2175 WHTA24 24 CD 1.6 for uplift, 1.1 & L2 I• UPLIFT yt L2 I p{VH I M{AM I-DAIDE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMhNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nnyw.miamidade.eoy/economy AWP Windows and Doors,LLC 8130 NW 741h Avenue Medley,FL 33166 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 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 mariner, 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 11580"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.W96-38,titled"Series 580 Alum Single Hung Window(N.I.)" Sheets 1 through 5 of 5,dated 10/10/96,with revision J dated 09/22/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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: None. 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 qr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOshall 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 NOAH 12-0906.06 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 Manuel Perez,P.E. NOA No. 14-0722.07 MIAMFDADE COUNTY Expiration Date: November 14,2017 Approval Date: October 02,2014 4— Page i F AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No. W96-38, titled"Series 580 Alum Single Hung Window(N.I.)" Sheets 1 through 5 of 5, dated 10/10/96,with revision J dated 09/22/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 TAS202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per ASTM 588,TAS 202-94 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window glazed with%"tempered insulated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. PTL-7568,dated 04/26/14, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per ASTM 588,TAS 202-94 along with marked-up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5343,dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Sarbtrtitted ander NOA#09-0316.10) 3. 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)Forced Entry Test,per ASTM 588,TAS 202-94 along with marked-up drawings and installation diagram of a series 580 radius top aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted tntder NOA#09-0316.10) 4. 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)Forced Entry Test,per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/3/16"temp. glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3879'dated 08/28/03,signed and sealed by Joseph Chan,P.E. (Submitted under NOA #02-0507.06) Manuel Pei ,P.E. Product Control Lx niner NOA No. 1` - 722.07 Expiration Date: November 14,2017 Approval Date: October 02,201-4 - E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTLNUED) 5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 20.2-94 2)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8"ann. glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3861,dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/01/14 and revised on 09/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), and of no financial interest, dated July 1,2014,signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 13-0640 issued by the Product Control Section, dated July 16, 2013 and revised on August 01,2013, signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20, 2014,signed by Mr.Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding,LLC and Mr.Tim Moris, Jr.,President and C.F.O.,AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA, dated June 24,2014,signed by Mr.Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window&Door Solutions, LLC, for their Series"580"Aluminum Single Hung Window--N.I., approved on 12/06/12 and expiring on 11/14/17. Manuel P.E. Product Contro�l�E�x�mi p" ner NOA No' - 722.07 Expiration Date: November 14,2017 Approval Date: October 02,2014 E-2 1 531/8- 53 31/8"53 1/8" WINDOW WIDTH WINDOW WIDTH 50 1/8" Z 50 1/8" TOP CORNERS OF D.L.OPG. (FIXED) Q D.L. OPG. (FIXED) MCH TOP WOWS. TO BE SECURED 13 5/B" al 13 5/8" OR SPOT WELDING MAX. io FALSE APPLIED) S MAX. I V (SURFACE MPLIEO) 6"MAX. �.\ 6"MAX, MAY BE USED HEAD O u \ (p`J CORNERS CORNERS C Q O � ; O P J f O CDS �... Ili 4=W t1 III \0 14== 11__ _= J I Z 40 �.' M I II 11 I•^j yZ~1 M O I. I = LI z a� Q 0^W m 48 1/2" mw 48 1/2" mw !o Z 3 D.L. opc. 3 o D.L. OPG. \ z w z 50 11/16- 50 / 'o rn Q.MO LLI M 11 16" " I w VENT WIDTH VENT WIDTH M IIN Q°0 SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 8 z ' COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW o TYPES IN MODULES OF TWO OR MORE WINDOWS USING o ,Y MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. qnili. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ _REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYMO ON CITRIC GLASSHURRICANE ZONE (HVHZ). _ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER INSULATING GLASS r —.._� LOADS TO THE STRUCTURE. NON IMPACT I m r Ffl ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr.,lAVAO AHMAD I I ' I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIwL PRODUCTRBVISBD FLA PEcom 10592 m plying with the Fledds .I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 538 Duild'oLg Coda „I� NOT PART OF THIS APPROVAL Acceptance No T g — A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. iretionDate f7 J�LJLi) INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. I USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES I By drawing 00._j COMPLYING WITH HVHZ REQUIREMENTS. I Mialn'Dade Product on§a)i COME MATERIALS LTOI CONTACT WITH OTHER NCLUDING BUT NOT MDISSIMILAR ITED TO TMATERIALS SHALL METAL WMEET THE i INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET S, THAT E 14 ! W96-38 j REQUIREMENTS OF THE FLORIDA BLDG. CODE. iTHE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 'sheet I of 5 i DESIGN LOAD CAPACITY - PSF _ _ _ _ DESIGN LOAD CAPACITY - PSF WINDOW DIALS. CLASS TYPE'A' GIABS TYPE'8' GLASS TYPE'C' F WINDOW DIADS. CUSS TYPE'E' DIM TYPE'D' WIDTH HEIGHT EXT.(+) INT.(-) E1CT.(+) INT.(-) EXT.(+) INT.(-) i WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) \ sol _-- -- -- 37/ 26' 56.7 144.6 60.0 144.6 ~ 1 19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0_ r 19-1 8" 56.7 210.0 60.0 210.0 Z 1", /26-1/2" 60.0 80.0 60.0 125.0 60.0 179.7 26-1/2" 56.7 201.9 60.0 201.9 zl 37" 26' _-60_0 -80.0 60.0 112.9 60.0 112_9 g - - S a 42" (3) 60_0 79.3. ,..60_0 95.9 60.0_.-._95:9.-_ 42" (3) 56.7 127.4 60.0 127.4 g6 $go 48' 52.7 52.7 60.0 81.3 SOO 81.3 _ 48" 56.7 111.5 60.0 111.5 53-1/8" 38.6 38.6 60.0 71.9 60.0 71.9 53-1/8" 56.7 100.7 60.0 100.7 19-1/8 60.0 80.0 60.0 125.0 60.0 210.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 19-1/8" 56.7 210.0 60.0 210.0 4 y 26-1/2' 60.0 80.0 60.0 125.0 60.0 163.1 26-1/2" 56.7 182.4 60.0 182.4 37" 38-3/8" 60.0 75.6 60.0 116.8 60.0 116.8 37" 38-3/8 56.7 130.6 60.0 130.6 M1 APPROVED CONFIGURATIONS 42' (4) 56.3 56.3 60.0 102.9 60.0 102.9 Q p - 42" 4 SHAPES SHOWN ABOVE OR SIMILAR () 56.-- 7 111.9 60.0 115.1 C Q dl 48' 37.0 37.0 60.0 90.1 60.0 90.1 46" 56.7 94.4 60.0 100.7 53-1/8" - 60.0 81.4 80.0 81.4 53-1/8" 567 833 600 90.9 19-1/8" 60.0k64. 60.0 125.0 60.0 171.3 19-1/8" 56.7 210.0 600 210.0 .7 26-1/2" 60.0 600 123.7 60.0 123.7 26-I/2" 56.7 165.0 600 172.837" 50-5/6" 60.0 60.0 88.6 80.0 88.6 37" 50-5/6" 56.7 112.9 60.0 123.2 42" (5) - 60.0 78.0 60.0 78.0 I[8"-ANN.CLASS (TYPE 'A') 42' (5) 56.7 93.7 60.0 102.248" - 60.0 68.3 60.0 68.3 OR 48" 56.7 77.8 60.0 84.83/16"-ANN. GLASS (TYPE 'B') 53-1/8" - 60.0 61.7 60.0 81.7 OR 53-1/8" 56.7 67.9 50.0 74.1160.0 60.0 125.0 60.0 183.8 3/16"-TEMP. CLASS (TYPE 'C') 19-1/8" 56.7 182.2 60.0 210.0.__.-_ ___.__.. 26-1/2" 60.0 80.0 60.0 125.0 60.0 �712 26-1/2" 56.7 143.8 60.0 177.9 3 to N 37" 59" 47.9 47.9 60.0 95.0 60.0_ Of 37" 59" 56.7 106.0 60.0 115.6 c2 0 _ _ 42" (6) - - 60.0 83.7 60.0 m SILICONE 42" (6) 56.7 86.6 60 0 94.4 = p _._ CE SCS 1000 48" - - 60.0 73.2 60.0 N 48" 56.7 70.9 60.0 77.4 J p> 53-1/8" - - 60.0 64.0 60.0 66.2 - 53-1/8" 56.7 61.5 60.0 67.1 z ¢� 19-1/0" 60.0 f30.0 60.0 125.0 60.0 206.5 19-1/8" 56.7 163.4 50.0 210.0 m :L 26-1/2" 60.0 76.7 60.0 125.0 60.0 149.0 'i \ 26-1/2" 56.7 1.34.8 60.0 166.5 j rM 37" 63' 47.0 47.0 60.0 97.5 60.0 106.7 `I 37" 63" 56.7 102.1 60.0 113.4 i o If m -__ 42" (7) - - 60.0 85.1 60.0 93.1 I 42" (7) 56.7 84.2 60.0 91.8 3 Z a 60.0 71.9 60.0 75.8 t 48" 56.7 68.5 60.0 74.7 1n a.0,6- 6- 53-1/8" - - 60.0 62.7 60.0 65.4 O 53-1/8" 56.7 59.1 60.0 64.5 I 3`r�w 19-1/8" 60.0 74.6 60.0 125.0 60.0 175.2 19-1/8" 56.7 111.1 60.0 210.0 26-1/2" 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 185.0 37" 74-1/4" - - ,60. _ 82.0 _60.0 90.6 37" 74-1/4" 56.7 79.3 60.0 112.3 1/8"ANN. GLASS 1/8"TEMP. GLASS 42" (7) - - 60.0 74.8 60.0 79.8 42" (7) 56.7 7_0.3 60.0 89.0 48" - - 60.0 65.5 60.0 69.6 1/4"AIR SPACE 1/4"AIR SPACE 48" 56.7 63.6 60.0 70.6 53-1/8" - - 58.0 58.0 60.0 60.0 1/8'ANN. GLASS 1/8"TEMP. GLASS 53-1/8" 55.0 55.0 60.0 60.0 lE $ c 19-1/8 - - 60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 21 D.0 , 26-1/2" - - 60.0 110.2 80.0 144.1 SILICONE SILICONE 26--I/2' 6.7 88.0 60.0 161.2 - 0 76" __. ... .-____..__._ ._. ._._..__ CE-2800 GE-2800 ]�5 _.. - u37" (7) 60.0 80.3 60.0 103.2 ALUMINUM ALUMINUM 37" 76" .7 76.5 60.0 112.3 ;33 342" - - 60.0 73.1 60.0 88.1 BOX SPACER BOX SPACER 42" (7) .7 68.4 60.0 89.0 60.0 64.5 60.0 69.9 m in 48" .7 61.3 60.0 70.4 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. m n \n • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. o o Nfg 8 I1 o„ c u s � r I` Eng,..JAVAD AHMAD p I •� CIVIL VILODUCF REVISED i\ 3 \\ FLA.PE 1 70592 ^a conlplyLrewllh the Plorld9 i 3 CA.N, 538 L•oildioB Coda , !_cttplancc No j 5 $ �Y NOTE: pirolionfhNc f7 L--�L-- i� GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'E' GLASS TYPE 'D' D Vit! +.. --- Y Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1/2"OVERALL INSUL.CLASS 1/2"OVERALL INSUL. GLASS Minn/Da ePmdocl ConffvJ AND FLORIDA BUILDING COMMISSION 4EP2)01 s W96-38 DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS v - - sheet2of 5 �— a TYPICAL ANCHORS METAL ! �u�3 SEE ELEV. IBY \ STRUCTURE _ FOR SPACING W000 BUCK F=__-_______-_- 1� m TYPICAL ANCHORS r i o Ed �a < \ SEE ELEVS. II MIAMI—DADE COUNTY APPROVED I� 3 .4 e FOR SPACING II MULLION & MULLION ANCHORS 4 4 e ° EdI� ��g po d I SEE SEPARATE NOA I 0 ' — I. 0O Ed i a 1 IL _ t_ 1 � f� r� Obi - ----- g � �'---.-.:-- - 7111 PICAL ANCHORS C "ILEI TYPICAL ANCHORS0 re ��..4_j 19 FOR SPACING SEE ELEV. 0 O i FOR SPACING Q 3 4+ 24 4 1 aW�f � o e WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. z U TYPICAL ANCHORS: SEE ELEV. FOR SPACING j 3 ii uj 11 1/4' DIA TAPCON BY 'ITW' 0 o - �./ (Fu=125 KSI,Fy=100 K51) z!O I 1,/4" DIA. ULTRACON BY 'ELCO' (Fu--177 KSI,Fy-155 KSI) = -�--- Ir INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I OPTIONAL TOz ¢ 1-1 2" MIN. PENETRATION INTO WOOD ZZ 16 pp BOTTOM LATCH / W ar THRU 1 BY BUCKS INTO CONIC. OR MASONRY to ro H z 0r7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q 0 q 1\,J n a a rj p tL m W %) DIRECTLY INTO CONC, OR MASONRY $ Z 3 z X C) 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 zo W w d ryo 23 I '� X12 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) IQ ooui REOD.FOR WINDOWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') -`-:--- ~ I � WITH GLASS TYPES I INTO METAL STRUCTURES D A E ONLY ! it STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) r 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `„ 8 o 'I i Ed = ANCHOR EDGE DISTANCE 8 `o_ w INTO CONCRETE AND MASONRY = 2" MIN. > INTO WOOD STRUCTURE = 1" MIN. H LL m INTO METAL STRUCTURE = 1/2" MIN. o g I I _ ` 6 \6 4 CONCRETE AT HEAD,SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS Pm - 2000 PSI MIN. $g- I I %o N d ry ory 12 2 SEALANT: Wt = C ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION 1 SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, { SCHNEE MOREHEAD 5504 OR EQUIV. Eng,.JAVCAAHMAD PRODUCII"VISEDNIL a# -2 ns comPlyir�with the FlOrlda ! o G ° °a • PADS: A,"1Buildin'uNo 12.0'7 §ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT F.xpiralionDate 17 EACH END OF FIXED MTG. RAIL.{PEEPHOLES: •A1i—VDMe Prodwl Conaol") drowmg no. i W96-38 1 e WI = 3/4" WEEP NOTCH AT EACH END _.. . sheet Sof—5, , ITEM/ PART/ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V 1 YE-169 1 FRAME HEAD 6063-T6 —� 2 YE-167 1 FRAME SILL 6063-T6 ----- 3 YE-1022 FRAME JAMB 6063-T6 Z j -.. . - __. . -_- 0 J 4 YE-152 1 FIXED RAIL 6063-T6 - 5 YE-151 1 VENT TOP RAIL 6063-T6 6 YE-168 1 VENT BOTTOM RAIL 6063-T6 7YE-92 2 VENT JAMB 6063-T6 - 8 AS REDO. GLAZING BEAD ALUMINUM ROLL FORMED a O u 9YH-528 2/VENT SASH STOP,3'LONG RIGID VINYL - 1. 10 2/VENT BLOCK h TACKLE BALANCE -- - - --_-- - a g W M 11 YH 505 2/VENT BALANCE CUP ALUMINUM - 0 00:.<Q 12 YH 622 AS REDO W BULB STRIPPING VINYL SINGLE ROW 0 ONro, 13 YH-4004 AS REDD FIN SEAL W'STRIPPING.187 X .250 WOOL ULTRAFAS a W TYPICAL ANCHORS 14 YH 504 2/VENT SPRING LOADED VENT LATCHES NYLON/CELLON AT 1J"FROM ENDS IL 2 - MIAMI-DAOE COUNTY ----- -- -- -- SEE ELEV. _ ___ 1 APPROVED MULLION FOR SPACING 14A YH 515 2/VENT SWEEP LOCKS __ -_ - ZAMAR AT 11"FROM ENDS Q Z f 10 ED,PH MS SEE SEPARATE NOA 15 YF-10 2/VENT YF-1 B FRAME RAIL ASSEMBLY SCREWS RB) X 1/47 CRSCDT PLATED,SPH SKIS v LY 17 _ YF 12 6/VENT VENT ASSEMBLY SCREWS X I CRS CAD PLATED, PH SATS -=l z n l 19 YF-6 1/CLIP #10 X 1/4 PH SMS POINT 8 _ 3 20 YF-14 2/LOCK SWEEP LOCK SEWS 22 YYH IS 9-- 2�VENT SELF AADDHEESSIIVE�P D(.375"X5381)X.75")__. PLASTIC ._ OH SMS- I�O M NT 23 REINFORCING STEEL 24 YH=590 2/VELITE. SASH SETTING OBLOCKTER AR'R'/4 FOR1/9fi G1A55 ONLY) ALUMINUM ON 74- 'HIGH 25 SHORE A i Q 10 L_- a M m I� O^ Iolz WINDOW WIDTH WINDOW WIDTH ' 3 Z>o 0.ow 1BY �vwi Q3Q c0Ld \ WOOD BUCKS TYPTYPICAL ANCHORS V4'MAX. D 1 SEE EL ANCHORS t/ 1/4'SHIN SEE ELEV SEE ELEV. SHIM MAK - FOR SPACING FOR SPACING VENT WIDTH TYPICAL ANCHORS -SEE ELEV. 13 D.L.OPG. FOR SPACING \ W a 5 7 22 , n 8 9 10 1 �- ....._ _ ___ 1/4'MAX.. BUCK 0-9 METAL 2BY W D STRUCTURE -_--- 4R_ _ r�u STRUCTURE o _ _ _ _ _ _ _ - _ ' a O----- --------------------- 8 -'____ ____ ______ 8 0o ry 0o r0 d' EXTERIOR 3 a I II D.L. OPG. En9r.JAVCIVIL AAIIK/D PRODUCF REVLSEU o o aC.A.N. et compllvlg Avilb the Flofida I o I Beilding Code Acceplaacc No •WINDDW WIDTH P.Pirm 1DWe G /By 1di. (> el'(�(1VEl�.Ontro: drowing no.' W96-38JI sheet 4of 5 1 1^-2.220 K f I �F ulI a3 .055 .889 1.327 O .@~q Aa FW Q'�d .860 FAS q E a1 FRAME HEAD / /.-' �;0� .812 /. Igo � 4 C � T-- 1 1.437 p dj r -1.062 Z!,4 i j FIXED RAIL Q w i•I f J r i 17 J 1.187 .055 i z i 1. m IL�JI 625 i x o -411 ' z 0 v .8124 Z Q� VENT TOP RAIL .188 Ir Q T a 1 / I aM H 1.562 15n .624a I ao Z 3 W O J v 3 Mo FIX. RAIL REINf. 3.125 .055 y Q 2.563 1.125 —� 3/4"WEEP NOTCH '/� � 1.070 .055 812 AT EACH END OF /" I I � SCREEN RETAINING LEGA A --I .812 .687 b- o fl` vT S.H. VENT CORNER DETAI % VENT BOTTOM RAIL VENT SIDE RAIL 2.174 H o$I o r --i .930 S.H. FRAME CORNER DETAIL .055 .055 1'282 :ODUCT REVISF,D o ISI 3.027 2.104 kyr�A� µ O i"vnPlying milhlhe Florida 3 3.527 I 3 L FLA.PE/70592 ilding Codc b ,g12 CAN.3 :1caePfancc Ab O Ii=Piralian Date e ° I . ---] 1.179-1 13YC__._____-._� .613 Mian Dade product nlrol- 1 drawing no.� 617 l�« J W96-38) �._... FRAME SILL FRAME JAMB �shaet Sof 5 Charles C. Mitchell P.E.CONSULTING ENGINEER,CIVIL,STRUCTUAL STATE OF FLORIDA P.E.REG.#11127,924 North Federal Hwy Hollywood,Florida 33324 REVISION TO APPROVED PLANS January 5, 2015 City of Miami Shores Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Address: 254 N.W. 92ND Street Miami Shores, Florida, 33138 Owner: Doctor Diego Aguirre 305-646-1283 Re: Permit# RC-11-12-2156 Dear Building Official, Several weeks I met with you and the new home owner, Doctor Aguirre, at the above job site, and through conversation; Doctor Aguirre informed me that he recently purchased the home, and wants to complete the unfinished addition started by the previous home owner. Doctor Aguirre provided a set of building plans, which were prepared by this firm, on behalf of the previous home owner. The plans specified a patio conversion into new bedroom. The patio has an existing flat roof, and is located at the rear of the structure. The plans were approved in 2012, and a permit was issued. However, the addition was never completed, and the permit expired. During this visit you observed several inconsistencies regarding the wood beam, tie beam, and anchors. You suggested that Doctor Aguirre obtain an Engineer's report, regarding these concerns. On December 23, 2014,this firm met with the General Contractor and Doctor IIS Aguirre, at job site, where a visual inspection of the proposed site was performed. During the inspection the following were observed. 1. Wood Beam/Tie Beam The existing 4"x8"wood support beam did not appear to be pressure treated, and was in direct contact with the newly poured tie-beam. In several locations approximately 1/8"- 1/4" space between the wood beam and the tie-beam were observed. This indicated that the tie-beam was not poured directly to the base of the wood support beams. In addition, the wood support beam shall have been wrapped in 30 felt building paper prior to pouring. I also observed the wood support beam was not anchored to the tie-beam preventing wind uplift. Although,the tie beam and columns in several areas appears to have been poured by hand, they do not pose a concern regarding the structures integrity. However, in several areas at the tie-beam will require plastering. See revised plans for corrective measures. The methodology utilized to make the determination set forth in this report was based on field visit, all the elements were exposed. A new set of plans are being prepared reflecting these and other changes, which will be addressed during the construction phase upon the issuance of a revised permit. To best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the site based upon careful evaluation. Should you have questions please do not hesitate to contact my office. 305-336-5069 _ M Thank you Sincerely, Charles C. Mitchell P.E.