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RC-14-628
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224552 Scheduled Inspection Date: December 08, 2014 Inspector: Rodriguez, Jorge Owner: SEGAL, ILAN Job Address: 500 NE 96 Street Miami Shores, FL 33138 Project: <NONE> Contractor: VISION MIAMI Isunamg uepanment comments REMODELING OF KITCHEN, (2) BEDROOMS, (1) BATH, NEW A/C, NEW WINDOWS & WATER HEATER REPLACEMENT. Permit Number: RC -3-14-628 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number INSPECTOR COMMENTS False 1132060140700 Phone: (305)763-8019 December 05, 2014 For Inspections please call: (305)762-4949 Page 25 of 29 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 05, 2014 For Inspections please call: (305)762-4949 Page 25 of 29 Miami Shores Village ]BY: IVE ' Building Department 21 2014 p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 If) BUILDING Master Permit No. P-CA`i.-°-C:�� P ]T_APPLICATION Sub Permit No. BUILDIN � ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: t�,®w NDr-- -i (v s-" City: Miami Shores County: Miami Dade Zip:exp, --> I5 Folio/Parcel#: I ( '0� x®60 � 0 4 4 ®sem ® ^ Is the Building Historically Designated: Yes NO -2— Occupancy Type: ?. V . Load: Construction Type: V-11!;7 - Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1W San_ Phone#: t®5 9C�g 6 Address: ®® I -D rc q Iy S 7 - City: State: Zip: 21 * I V, 9a - Tenant/Lessee Name: _ Phone#: CONTRACTOR: Company Name: Vmof_-� tA% t Phone#: 10� 76f� A0161 Address: City: w &&A 1 iR;'V_4�C vv State: Zip: VSP 117.1 Qualifier Name; ��� �`� Phone#:'Po State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: _ r" . Phone#: '� 740 316t Zq Address: 4qo& C�tAvo 4::� ' City: C, 6 � State: Zip: Value of Work for this Permit: $ 1�4 r fie® Square/Linear Footage of Work: e Type of Work: ❑ Addition a Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0--: 1`15'�yV-' 47eV 2 14 tl.o'o "S �k jr-P K% a.6W- C.. . Specify color of color thru tile: Submittal Fee Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING •TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY., IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit -is ,issued..In'the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNERo AG T The foregoing instrument was acknowledged before me this day of . 20 14- • . by ,who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature ' CONTRACTOR The foregoing instrument was acknowledged before me this day of t5!R0!h 20 , by 1��0►1�lxy,C�S, who is personally known to me or who has produced as identification and who did take an oath. NOT..,., Sign: ✓J Sign sem' Print:Prir11 Seal: Seal 2 � APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk P t STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HAYES, WALTER IAN VISION MIAMI 421 WASHINGTON AVENUE SUITE 202 MIAMI BEACH FL 33139 _.. Congratulations!Wktti Uiis'iicerise yr}U'bOeMe one ofthe-nary ..__.... one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers; from boxers to barbeque restaurants, and they keep Florida's economy strong. 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.myfloridallcome.com. There you can find more information about our divisions and theons that impact you, subscribe to department newsletters a=leam more about the Departments Initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing `business in Florida, and congratulations on your new license! KEN LAWSON, SECRETARY ISSUED: 09107/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409070003137 A� EP CERTIFICATE OF LIABILITY INSURANCE DATEM 2oi4 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Southern Risk Insurance Services LLC 1007 Crestview Road Anderson SC 29621 WEACT Delane Smith PHONE (864) 231-0793 FAXgal. (864)231-0797 DORS .ds@sorisk.cam INSURER(S) AFFORDING COVERAGE NAIL # INSURERA-APP - Accident Insurance INSURED Altair Construction LLC DBA Vision Miami 421 Washington Ave Suite 202 Miami Beach FL 33139 INSURERS: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBERCL1412400266 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE L SUSR POLICY NUMBER -ICY EFF (MWDDJYYYYI POLICY EXP (MMIDDIYYYY1 LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LABILITYD CLAIMS -MADE ® OCCUR a MPPOOOOO8002 2/15/2013 2/15/2014 EACH OCCURRENCE $ 1,000,000 G RE E 100,000 P ISES a axrsrertm$ MED EXP A, one Arson $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIESPER: S POLICYF71 PRO- LOC PRODUCTS -COMPIOPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMB Me ecdderd BODILY INJURY (Per person) $ BODILY INJURY(Peracddent) $ PROPERTY DAMAGE r dent $ $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETE ON $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIE7�CUTIVE OFRCERIMEMSER EXCLUDEDT F (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC STATLL OTH- EL. EACH ACCIDENT $ EJ_ DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMB I $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AdMonal Remarks Schedule, B more space Is requlrad) GCG# 1518437 CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010105) INSR028ii t7mnnra rn ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Ar`nPn name enrl Innn are reniefereA mar1re of At'nDn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Building ACCORDANCE WITH THE POLICY PROVISIONS. & Zonine ® AUTHORREPRESENTATIVE 10050 HE 2nd Ave Miami Shores, FL 33138 a Delane Smith/DS ACORD 25 (2010105) INSR028ii t7mnnra rn ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Ar`nPn name enrl Innn are reniefereA mar1re of At'nDn • Report Viewer hupa/apps&Adfs.eam/crrepm,%%ewer/rewrtViiewera px?tl ,.. 0 • � r Q I t 1009'0 JEFF CHIEF ATRATER 0 FftqXtAL OFFICEk, STATE OF FLORIDA DEPARTIVIENT OF FINANCIAL SERVICES; DIVISION OF M ORPMW COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA ' CONFENSA71014 LAW` /ONSTpUCnON `}i11WGUXTION This certNes Otat the aitl'ivWual listed bdm has & rtd1ubeexemptfrom Fitch WodmW CmqMU3#on law. EFFECTIVE DATE: 12112/=13 EXPIRATION DATE: 1211212D19 PERSON: HAVES WAITER FEIN: 264023M BUSINESS NAME AND ADDRESS: ALTAIR CONSTRUCTION LLC VISION MIAMI 421 WASHINGTON AVENUE.. MIAMI BEACH FL 33139 SCOPES OF SUSI ESSORTRADE: LICENSED GENERAL. CONTRACTOR OPS F14NX- z:C ER TV qCXMOFMEW= TO8EEKMPT .RBF -SED 07-12 I of 2 12/11/13 -10-33 AM Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any_person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Print Namc Signature: State of FI( County of Miami -Dade ) Sworn to and subscribed before me this day of MM , 20J4. Owner By 1064-11 (SEAL) SANC jY,�''''i ;��B /c, SIN Contractor Print Name: 146,_ 't Signature:ti State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this day of g!p% 20 ►�. Lo of Public Sults of My Comm%siw EE •1111.1[9[• i'N"SWPECTION RECORD _0ST _ PermjfA!0-RCW3-14w628 w6�]8 Miami Shores Village 10050 N.E. 2nd Averue loll Miamm Shires PL 33138-0000t Work �'r2 uSIfiCa1 Ci ' �tft ri t3 , G Fax C3%�-�*PJ�. avu;SB 22�97201 x Issue Date: 512,81201 11124/2914 INSWECTION REQUESTS. -4949 or Log an at hftp .lfbld .ml ish vill ,c m/cap REQUESTS ARE ACCEPTED DURING 30AM - 3.30PM FOR THE FOLLOWING BUS14ESS DAY, Requests must be received by,3 pm for following day inspections, Residential tru tion Parcel #1132060140700 Owner's Marne: ILAN SEGAL Owner's Phone - Job Addres3 1 Total Square Feet. 900 3 ; n i N b r: Total Job Valuation: 54 5W,0 } WORK IS ALLOWED MONDAY THROUGH SATUR'DA'Y, 7:30AM - 6:OOPMs NO WORK IS ALLOWED ON SUNDAY _goI1$Y tOI (S Phone Primary Contractor OR HOLIDAYS. VISION MIAMI (305)763-8019 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY, NO BUILDING e INSPECTIONS DONE -ON FRIDAY. 0 e or 31 . r IVIG INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS SEEN APPROVED PLANS ARE READLY AVAItABLc. iT IS F HE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. EITHE T IE fIbI DING OFFICIAL NOR THE CITY SHALL 13E LIABLE FOP', EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER:YOUR FAILURE RECORD A NOTICE COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T YOUR PROPERTY. A NOTICECOMMENCEMENT MUST BE RECORDED N POSTED ON THE JOB SITETHE FIRST INSPECTION.' IF YOU INTEND T OBTAIN FINA L WITH YOUR LENDER NE COMMENCING I TI E OF COMMENCEMENT.' CESAR M. CANO A.I.A. a r c h i t e c t Let#er Monday, September 22, 2014 To: Village of Miami Shores Building Department 10050 N.E. 2 Ave Miami Shores, FL 33138 Re: 500 NE 96 ST Miami Shores, FL 33138 Dear Sir or Madam 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 After visual inspection of the metal column and plates, I found that the welding was done properly. Refer to picture below. Should you have any questions, or need additional information, please do not hesitate to contact me. Sincerely Cesar M. Cano Cesar M. Cano A.I.A. State of Florida Registration # 4929 Page 1 of 1 CESAR M. CAVO A.I.A. a r c h i t e c t 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 Letter Wednesday, September 10, 2414 To: Village of Miami Shores Building Department 10050 N.E. 2 Ave Miami Shores, FL 33138 Re: 500 NE 96 ST Miami Shores, FL 33138 Door Sir or Madam I approved the installation of the wood reinforcing to the existing joist girder located at the foyer with a bearing of 4 '/a' on the exiting supporting walls. After revising structural calculations of the area I found that the bearing area is enough for the load to be carried. Should you have any questions, or need additional Information, please do not hesitate to contact me. Sincerely Cesar M. Cano Cesar M. Cano A.I.A. State of Florida Registration # 4929 Page 1 of 1 Miami Shores Village Building Department rr 11v ��14 1150 N.E.2nd Avenue, Miami Shores, Florida 33138 r Teh (3M) 795-2204 fax;1305) 756-3972 INWCTWN LINE PINE NUMBER: (305) 762-4949 FRC 2000 BUILDING Master Perfnit I4o. Zc, 4 — & PERMIT APPLICATION Sub Perm t . l q Q,6 Z- OBUILDING 11 ELECTRIC ® ROOFING M REVISION ® EXTENSION ORENEWAL OPIXIMBING M MECHANICAL ®PUBLiCWORKS ® CHANGE OF 0 CANCELLATION M SHOP CONTRACTOR DRAWINGS jog ADDRM,. 500 NE 96 ST City: Miami Shores county: Miami Dade Zeta: F,oiia/Pamel#; 91-3206-094-07-0700 U the Wilding Historically Mead: yes NO Occupancy Type: R-3 Lori. Construction Type: V -B Flood Zone: OFF- FFE: OWNER: Name (Fee Sknpee Tedeholderj: ILAN SEGAL Phme#:305 502 Address, 500 NE 96 ST city_ MIAMI SHORES state: FL Zip: 33138 Tenant/Lessee dame: ice: Emaik aCONTRAaLTM company Plaine: MZ14W CZOU1' C ,1 PO. I +3G - Phone#. S06 Address: J 090 AJ E' 2'4 M 4AQ City: 1-> - M 1A 1-4; State. Zip: � % jdo., Qualifier Name; 9A44 4000%- #-t�Ipits,N►r. ���,-Z, Phone##:P� State Certification or Registration #: &M, 1-3 OG 'S 3 Z CP • Certificate of Competency #: DESIGNM- Architect/Engineer. CESAR M. CANO Phone#: 305 740 7929 Address:4906 CAMPO SANO CT�� CORAL GABLES Slaate: FL zip: 33146 Value of Work for this Pernft $ Sa uare/Unear Footage of Work; TWpre of Worn: 0 Addition N Alteration 0 New ❑ RepairAeplace ❑ Demolition issalpion ofWoric ASBUILT REVISION TO PLANS Vec%y aolaer of color thm We: Subinittal Fee $ Pemdt Fee $ I✓� i !�� CCF $ CO/CC $ Scanning Fee $ Thy Fee $. Isedl4i Radon Fee $ MPR $ Not"$, Trak an Fee $ DoulAe Fee $ Bondft CompaWs Nwne (iiaWmbl+ej Bonding Company's Address City state 71p Mortgage Lender's name (if applicable) Mortpp tender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performer( to meet the standards of all laws replating construction in this jurisdiction. t understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOLERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... OVNAi WS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable tam regulating construction and zoning. ONARNIN+G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Not a to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding $2M, the applicant must promise in goad falth that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attadvnenE Also, a cerci, W copy of the recorded notice of caninxvicement must be posted at the job site for the first inspection which occurs seven (7) days after the building permitrs�ln the abwn,e o,�ith pasted notice, dw inspection will not be approvedtoAa reinspectlon fee wig be chsargeai ,/ AGENT The foregoing instrumerif was #knowtedged before me this da, of 0_40t The foregoing instrument rams acknowledged before me this day of ®G•7Lte , Ni by I C.io who is gffj.,U!§ k ua a &a, 0^44r_ 2Sor who has produced �0 �►uuut Nis'' me or who has produced . identification and who did take an oath ,`� �QQ:'���ssto � identification and who did take an oath.; Sign : 42�i� �q ' -;mph Print: IC, SSP `e��0` Print: 4? U Seal: to ,G�MMISS1QNg•. r �o� y a #EE860600 s+�����rs#�$��s*�s�s�+r+�ss�s��ss�s+►s�u�ri�ss�s��x'#�>s+��vs�+��r�>l�rss��ss�s����asis+�>��s��s�v+���s�x�sa�sw�s>a�r�sx�x���ss���sr��� APPtiovE6 BY4 14 Plans Examiner Zoning Structural Review Clerk tfteV2j24/=4l STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL -CONTRACTORS LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET 'TALLAHASSEE ,, FL 32399-0783 METRO ELECTRIC SER\Acrz, iNc. 3314 SW 123 AVt: MLAM! FL 33175 ecorne you nearly one m�flficn licensed by the DeNftergof &Alng and amle Evmy -- ^'-~^ .----,~~oeaw ' ��_--_-_14WaV068 #'81 imPad you, subscribe and congrobdoftni on your new licengel -DETACH HERE ' RICK WQ I T, RS LICENSING BOARD- EC13 -A CK GTOR rRA 'prevnim, of iv ArfikR R' NAN o IF Leat Business TeX Recent Miami—Dade County, Stag of Florida —THIS IS NOT A BILL — DO NOT PAY 173963 BUSINESS NAMBILOCATiON METRO ELECTRIC SERVICE INC 15050 NE 20 AVE NORTH MIAMI Ft. 33161 RECHiPT NO. EXPIRES RENEWAL SEPTEMBER 3®, 2015 173963 Must be displayed at piece of business Pursuant to County Code Chapter U — Art. 8 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RUCEIVBO METRO ELECTRIC SERVICE INC 196 ELECTRICAL CONTRACTOR BY TAX COLLECTOR Worker(s) 10 EC13005326 $45,00 09/12/2014 ECHECI,t,-14-142823 This Local Bosiness Tax Receipt only confirms poyatent of the Local BasMaea. 08. The Itatgglpptt � pet s IIs�nSa . porMit, or a certification of the hotdor s gualifieations, to do business. Hotdtir tultst 6001p1V vtttlt anp Bevprwtigotrd or twngoveramental regale M lows atxi aslairoMents which appiv to 1140twhmo.. Tito RECEIPT IVO. above meet 118displayed oa all codtmarclol voblubrs •• t9l ttttf •t)ntlu Colo &o0 6t"a" 't' For Moro lotarmation, visit�l£t<otillt+�kr; #tis els VY CERTIFICATE OF LIABILITY INSURANCEF81812�E (MMIDD/YYYY)014 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. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER BB Insurance Marketing Inc 10167 W Sunrise Blvd, 3rd Floor Plantation FL 33322 NCONTACT AME: Pattv Carlton Ext 306 PHONE ,g54-452-4 O AX No No):954-452-0450 E -M MAIL DRESs:PattylMbbimi.com i. INSURER(S) AFFORDING COVERAGE NAIC # B INSURERA:Florida INSURED METRO -2 INSURERB:Essex Insurance Company INSURER C: Metro Electric Service, Inc. 21407 NE 38th Avenue Aventura FL 33180 INSURER D : INSURER E: X COMMERCIAL GENERAL LIABILITY INSURER F: COVERAGES CERTIFICATE NUMBER: 862830976 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL7R TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD POUCY EXP MM/DD LIMITS B GENERAL LIABILITY 38893 /9/2014 /9/2015 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100,000 MED EXP (Any one person) $5,000 CLAIMS -MADE a OCCUR PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'LAGGREGATELIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $INCLUDED X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINFL) SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTYDAMAGE $ Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? NIA 10651441 2/2014 202015X WC STATU- OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEd $1,000,000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, I more space Is required) Electrical Contractor located at 15050 NE 20 Avenue, North Miami, FL 33181. Certificate Holder is included as an Additional Insured on the policy with respect to General Liability, only as required by written contract. Re: License # EC 13005326 CERTIFICATE HOLDER CANCELLATION ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 N.E.2nd Avenue Miami Shores FL 33138 AUTHORIZED RE RESENTATIVE ,,.may ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD I lal' i Shores Village 1CFra FVT� : U4 Building DepartmentNov 19 2014 1WS0 N.E.2nd Avenue, Miami Shores, Florida 33138 FT-( Tak (305) 795-2204 Fax 13M) 356-8972 – INSPECriON UNE PHONE NUMBER: 43054 862-49" FBC 20 10 BUILDING Master Permit No. t&,--1 -- PERMIT APPLICATION Sub Permit No. QBUILDING ELECTRIC ® ROOFING M REVISION 0 EXTENSION ORENEWAL NPLUMBING ® MECHANICAL ❑PUSUC WORKS M CHANGE OF CANCELLATION n SHOP CONTRACTOR DRAWINGS Qty: NNami 5hsres County: Miami bade 210: Folio/Parcet#: 91-3206-094-07-0700 Is the Building Historically Designated: Yes NO Occupancy Type. R-3 Load: construction Type: V -B Flood zone: BFE: FFE: OWNt;R: Name (Fee Simple Ti#iehoider�:1LAN SEGAL Phi:305 502 605+3 Address:500 NE 96 ST city. MIAMI SHORES Mate: FL gyp: 33138 Tenant/Lessee Name: Phone#: Email: CON OR: Company Name: 0•1-49 L V? -W PUV M 84 L'" a G® Phone#.- �D fi �►� �7'K7 �*�`' Address:1��•Y PNP City. A4 I Aaw I •G• State: fit.. zip: Qualifier Name:+t.� l✓�b Z • Phone#: �� �Gdj State Certification or Registration ##: G►�ri �'� Certificate of Competency #: DESIGNER: Architect/Engineer: CESAR M. CANO Phone#: 305 7140 7929 Address:49M CAMPO SAN® CT City: CORAL.GABLES tate: FL zip. 33146 Value of Work for this Permit $ Situare/Unear Footage of Work: Type of Worii: 0 Addition N Alteration rl New Description of woricASBUILT REVISION TO PLANS 0 Repair/Replace 0 Demolition wirgy color Of color thm ale. Submittal Fee $ Peri dt Fee $ —cas CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ redmology Fee $ Tralaainly%ducathm Fee $ Structural Reviews $ DauMe Fee $ Bond $ 6 f Compws Name =if ej Bonding Company's Address M State Mortgage Lender's Name (if applicable) Morti+ V Lender's Address zip moi► State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prim t® the issuance of a permit and that all work will be performed to meat the standards of all lavas regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLuMBiNG, Sim, POOLS, BOILERS, HEATERS, TANKS, AIR CONL1iTMERS, ETC..... IDVliiUWS AFFIDAVIT: I certify that al4 the foregoing infQrn7atlon is accurate and that all work will be done in cornpliarwe with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT AWAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE AF COMMENCEMENT," Notice to Apprtcant: As a con0ian to the issuance of a building permit with an estimated value exceeecring $25A the applicant must Promise In goad faith that a copy of She nonce of commencement and construction rmn kiw brochure will be delivered to the person ase property is subject to attachment. Afro, a cerit&d kyr of the recorded nonce of nasi be posted at the jab sne for the first Inspection which occurs seven (7) days after the building permit is Issuedin the absence of such posted nonce, the Inspection wig not be approve~ a reirapectlon fee emit be charged AGENT The foregoing instrument was acknowledged before me this P . r„= or who has produced Ae`e PPS. • °'1 Q A �4oG26, ZQ1 z+'•: r identification and who did take an ciffi. ; go, #EE860600 Pa e °•a 4 IC, SiP�����`eeee 1111111 Print: �-E' '� �s..'��i-E1►_ Signature CONTRA The foregoing instrument vans adm edged before me this qJ 97 slay of GC. em , 20 1 !i► , by Ayp 2 .. who to M&or who has produced� `e��'P ••pry�c� °-''r_as identification and who did take an_Atth;'r-F ' #EE860600 Q i 9'p` •" w:o:�: nth e` 6=— +�a��wr�p+v�s�rss��+�+rs+��vwa$ss�r��s+�is�v#�w►�sr�x�rss+r+�s+r�as�s�s+��es�s��ass�sss��a���ss+s�����rs�s�ass�s*�v�vss�rss+r$s����:s��:�� APPROVER BY ` r Plans ammieter zonft (fteWMWfJ4JM4J Structural Review Clerk STATE OF FLORIDA �. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ELBAZ, ALBERT V EMPIRE PLUMBING COMPANY 1754 BAY ROAD MIAMI BEACH FL 33139 .__ . Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range 4STATE OF FLORIDA from architects to yacht brokers, from boxers to barbeque restaurants, DEPARTMENT OF„BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL 1EGULATION Every day we work to improve the way we do business in order to CFCO27511z RUED. - :��0519/2,014 serve you better. For information about our services, please log onto www.myfloiidalicense.com. There you can find more information CERTIFIED PLUM'ff GOIrITRACTtflR about our divisions and the regulations that impact you, subscribed to department newsletters and learn the Department's g,q ALBERT V BERTOlVIPAi more about initiatives. EMPIRE PLUM. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, i5 CI RTIFIEo under the provisions of Ch.489 FS. and congratulations on your new license! Fxpmian data . AUG 31.2MB L14052SM741 DETACH HERE 001464 •..� wwa.yam►maiAud.sii�ipiemideda.sr{t�'(i EMPIR-3 OP ID: AD .4CG! _ CERTIFICATE OF LIABILITY INSURANCE DATE DATE (MWDDNYYY) 09/18/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305-446-2271 Kahn -Carlin & Company, Inc. 3350 S. Dixie Highway 305.448-3127 Miami, FL 33133-9984 CONTACT NAME: A N F :306-446-2271 FAX N.I: 305448-3127 E-MAIL ADDRESS: processing@kahn-carlin.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Hanover American Insurance Co. 36064 INSURED Empire Plumbing Company Attn: Joe Elbaz 1754 Bay Road Miami Beach, FL 33139 INSURER 9: Associated Industries Ins Co 23140 INSURER C : INSURER D: INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF MM/DDIYYYI' POLICY EXP MM/DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR LZJ930629203 09/23/14 09/23/15 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 &ADV INJURY $ 1,000,000 -PERSONAL GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO X LOC PRODUCTS -COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS Ea COMBINEDSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A AWC1036234 09/23/14 I 09/23/15 I X WC STATU- OTH- TORY LIMITS ER E. L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT I $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Contractor's License Number: CFCO27516 Miami Shores Building & Zoning 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T4al; (34(15) 795-2204 Fax 1305) 756-3972 INSPECTION RINE P14ONE NUMBER: (30) 762-4949 PBC 20 `b BUILDING master Perm* No. rc, i - ze PERMIT APPLICATION Sub Pert N6. � �` l _ L 9 pi3UILDING p ELECTRIC p ROOFING N REVISION p EXTENSION pRENEWAL pPLUMBING MECHANICAL PUBLIC WORKS ® CHANGE OF p CANCELLATION p SHOP CONTRACTOR DRAWINGS jw . 500 NE 96 ST City: Miami Shores County: Miami Dade Zio: Fal ia/P elii:11-3206-014-07-0700 � the Building flistoricai;y acted: Yes iso Occupancy Type: R-3 Load construction Type: V -B Flood Zane: SFE: FFE: (p"M. !dame (Fee Sknpie Trdehalder):ILAN SEGAL Phwm4. 306 602 6058 Address, 500 NE 96 ST ,Ky. MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name. Phone#: Email: CONTRACTOR: Company Mame: & I iz.. Phona. 1* 6 29ro—, 3 1�1! Address- -+°!GG 6r,tt;S 7— VsP Grew Com+: :(=It f ,acCAr 64" State: �t.. Zip.. PO f `A✓ - Qualifier game: -5-cz* (G• otxs�A90_ Phone#: Stats Certification or Registration #- G Qe(i 1 * l J7 * Zf Certifrcats of Competency #: DESIGNER: Architect/Engineer: CES'AR M. CANO Phone#: 305 740 7929 Address: CAMPO SANO GT Gt;+:CORAL GABLES State: FL Zip: 33146 Vakw of Work for oris Permit: $ Scivare/Unew Foatage of Work: Type of Toric: 0 Addition W Alteration p New ®mapdan of Waric ASBUILT REVISION TO PLANS Spedfy color of cokr #lllru We: Ss ictal Fee $ Permit Fee $ wr s Scanning Fee $ Radom Fee $ DBPR $ Maury $ Tedmology fee $ TrainiedUbcation Fee $ Structural Reviem $. IPWwMW2P4/20:4l Double fee $ Company's Name (it e) Bonding Company's Address Em State Mortem lender's blame (if applicable) Mortgage Lender's Address city ZIP State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I cer* that no work or installation has commend 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 severed for ELECiR1C, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... 4ti111 M AFFIDAVIT: i cerbfv that all the foregoing information is accurate and that all work will be done in fiance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to App0cant: As o condition to the issuance of a buiMng permit wrTh on estimated value exceeding $25M the applicant must promise in good faith that a copy of the notice of commencement and construction !%n low brochure wN be delivered to the person whose property is subject to atrachnaent Also, a h copy of the recorded notice ofroommwement mast be pkat the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice. the inspection wiA not be and a reinspectl6nJee will be charged or AGENT Sig�►aiure C IdTRACTOR The foregoing instrument wak admowledged before me this The foregoing instrument was aclowMedged before me this day of &Gif67�eM— . 2D 14- = by �t ,f7'. day of �1�J*e=t , 2E} 4 by LC A%J Sezi fit... . whois pFoil'sallv_kttmat►st+a me or who has 0 as identification and who did take ant NOTARY PUBLIQ 8606005' aQ if V71F APPROVED By (R V24Afta) k!Xtwo . who is personally known to me who has produced identification and who did NOTARY PUBLIQ Sign: Print: Seal: Examiner Structural Review �4G'Lo ZQ�d' •• *EE860600 V o E13 RECEIVED Miami Shores Village AUG14 �4 Building Department �: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 LP BUILDING a' er Permit No. RC, 3 -14-61% PERMIT APPLICATIO sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING [4 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S60 1-: Ste City: Miami Shores County: Miami Dade Zip: 3313d""' Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehol City: /`/fatini SC-'rm State: - L Zip: 33139 Tenant/Lessee Name: Phone#: Email: (err,s�, a, I 305' W93 19011 CONTRACTOR: Company Name: ` LflV IY i�a�i6 Phone#: Nb 261 301 Address: qzt \Ad5L'6` . A'4'k *-261 city: Qualifier Name: State Certification or Registration M F- Zip: 33)39 Phone#: 7C& - t13Q Certificate of Competency #: DESIGNER: Architect/Engineer: (- F-sad/W'(- C add Phone#: Address:()(f_ tee. _ S -w"' C1. City: a) State: F71 Zip: ..*93 8 — Value of Work for this Permit: $ Square/Llnearfootage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY (Revised02/24/2014) as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 l`- by who is personally known to me or who has produced _If --L— as identification and who did take an oath. Z4 "if A Structural Review Clerk 0 e' I CESAR M. CAVO A.I.A. a r c h i t e c t AN 14 20% Letter Wednesday, August 13,4;= j To: Village of Miami Shores Building Department,�rrj 74 10050 N.E. 2 Ave v -_ Miami Shores, FL 33138 Re: 500 NE 96 ST Miami Shores, FL 33138 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 APPROVED BY a_ 7�0i,,IWD DVPT &I 1'� BLDG DEPT "ITV -1 ALL FL- C-1 AL SU DCCT TO COMPLIANCE ;TATE ANn COUNTY InIUI_ES ANn f�FI-d)LATIC)IJS Dear Sir or Madam Garage Area: After demolition of garage drywall ceiling some 2x10 wood joists were found with water damage. To prevent further damage they will be reinforced with a new 2x10 wood joist on each side of the damaged joist, fastened with 5/8" diameter thru bolts with washer & nuts at 18" o.c. staggered and located to a minimum edge distance of 1 '/2". New 2x10 shall extend a minimum of 24" after each end of damage area. Refer to detail below. I'-6' (TV.) I I •-F - - - i 'f-_•... _ i � I NEW DIA. THRU MINIMUM DISTANCE TO WLT W/ WASHER d EDGE OF DAMAGED NUTS Q 18° O.C. JOIST ".) SIDE VIEW DAMAGED AREA SCALE: I DAMAGED AREA ,EXTEND 36' PASS DAMAGED AREA NEW 240 WOOD JOIST AT EACH SIDE WOOD JOIST NUTS Q Is, O.C. Cesar M. Cano A.I.A. State of Florida Registration # 4929 Page 1 of 4 TOP VIEW SCALE: 1 i r CESAR M. CAVO A.I.A. a r c h i t e c t AM 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 F-mmr Area: A water damage wood beam was also found at the foyer area. A (2)2x8 wood beam running perpendicular to the entry door, bearing on the fie beam on one end and on a bearing partition on the other end. The damaged portion is the end bearing on the section of tie beam between the door and the window. The remedial consist of: 1. Shoring the wood joists at each side of the beam. 2. Removing the 2x2 wood blocking support fastened to the damaged wood beam. 3. Sawcut the end of the existing 2x8 wood joists that bear on top of the 2x2 wood blocking, to allow room for the new 2X8 wood at each side of the damaged wood beam. 4. Install new 2X8 wood joist at each side of the (2)2x8 wood beam along the entire span of the beam, with 518" diameter thru bolts with washer and nuts at 18" o.c. maximum spacing and with a minimum distance to the edge of the damaged beam of 1 V. 5. Provide new Simpson "LU28" joist hanger for each 2X8 wood joist bearing on wood beam being repaired. 6. Refer to detail below. DAMAGED (2)2x8 SAWCUT END EXISTING NEW'' DIA. THRU EXISTING (PORTION Of 2x8 2X8 WOAD 7 BOLT W/ WASHER 8 7 2x8 WOOD WOOD BEAM TO N REMAIN /' WOOD JOISTS JOIST NUTS ®18' O.C.` JOIST 11 EXISTING EXISTING 2x8 WOOD 2X8 WOOD NEW 2x8 WOOD JOIST TO JOIST TO JOIST AT EACH SIDE REMAIN EXISTING REIN DAMAGED (2)'2x8 2X2 WOOD WOOD BEAM TO BLOCKING TO REMAIN BE REMOVED EXISTING CONDITION DETAIL NEW CONDITION DETAIL SCALE: 1 1/2'01'-0SCALE: 1 I12'=1'-0' Cesar M. Cano A.I.A. State of Florida Registration # 4929 CESAR M. CANO A.I.A. a r c h i t e c t EXISTING UB WOOD JOIST EXISTING EXISTING — JOIST JOIST EXtSTMG 24 WOOD Is NEW t DIA. THRU [B BOLT W/ WASHER B p, NUTS ®18.O.C. JO; STI B) NEW SINPS -LU28'JOIST HANG EXISTING CONCRETE W/B-SD9It2 SCIS TIE BEAM BELOW TO NEW MOOD FA B 6-SDOII2 SCBE TO EXISTING i WOOD JOISTS ( AT EACH J0I1 (FLI08; '7—t DAMAGED (2)2x8 WOOD BEAM EXISTING UB WOOD JOIST EXISTING EXISTING — JOIST JOIST tN IN 6 Is NEW t DIA. THRU [B BOLT W/ WASHER B p, NUTS ®18.O.C. r) B) i NEW 2x8 WOOD JOIST AT EACH SIDE EXISTING EXISTING J 2x8 WORD 20 WOOD JOIST JOIST TOP VIEW SCALE: I 1UP2'=I•-U' Cesar M. Cano A.I.A. State of Florida Registration # 4929 Page 3 of 4 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 EXISTING (S) 2x6 WOOD COLUMN BELOW CESAR M. CAVO A.I.A. a r c h i t e c t 4906 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 An existing (2) 2x4 wood top at the bathroom opening was cut and removed. As a remedial new (2) 2x6 wood plate shall be placed. Existing metal studs framing for new closet door shall be replaced with wood studs as indicated on detail. EXIST. 2x6 WOOD PLATE EXTEND TO BE REMOVED 6 REPLACED NEW (2) 2x6 WOOD PLATES TO W/ (2) 2X6 WOOD PLATES OPPOSITE SIDE OF DOOR OPENING EXIST. WOOD STUD\,/------ TO REMAIN WOOD FRAME WALL ELEVATION SCALE: 3/4'=1'-W Should you have any questions, or need additional information, please do not hesitate to contact me. Sincerely Cesar M. ..Cano Cesar M. Cano A.I.A. State of Florida Registration # 4929 EXTEND UP TO THIRD WOOD PLATE STUD EXIST. METAL STUD TO BE REPLACED W/ 2X4 WOOD STUDS OPEN 5' 4° 2'-6' OPEN EXIST. WOOD STUD\,/------ TO REMAIN WOOD FRAME WALL ELEVATION SCALE: 3/4'=1'-W Should you have any questions, or need additional information, please do not hesitate to contact me. Sincerely Cesar M. ..Cano Cesar M. Cano A.I.A. State of Florida Registration # 4929 LC TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: Vision Miami Date: July 2, 2014 421 Washington Avenue, Suite # 202 Job: D-140711 Miami Beach, Florida 33139 FIELD DENSITY TEST RESULTS Comments: \j \') �" � , -'t �C�' vinayaga an Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779 Lift Dry Location Remit Na.+. No. Dcxlsity IYIut. , . <Comp. 1 105837 Center of New Ent Walkwa To 123.9 6.9 97.6 Pass 2 10587 East Area of Rear Terrace Final 123.1 7.4 96.9 Pass 3 105837 West Area of Rear Terrace Final 123.7 7.6 97.4 Pass Comments: \j \') �" � , -'t �C�' vinayaga an Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779 �.. %. CSO A.I.A.2C / L/-6, a r C h 1 t 2 C 4905 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 Letter Thursday, July 24, 2014 To: Village of Miami Shores Building Department 10050 N.E. 2 Ave Miami Shores, FL 33138 Re: 500 NE 96 ST Miami Shores, FL 33138 Dear Sir or Madam After demolition of second floor drywall ceiling some wood joists were found with minimum damage. To prevent further damage they were reinforced with a new 2x8 wood joist on the side nailed with (2) l Od nails at 12" o.c. I found that the joists were properly reinforced. Cesar M. Cano A.I.A. State of Florida PeOstratioi � # 4929 Paae 1 of 2 ^ ° kvl' 4J Aa r C h i f e C f 4906 Campo SanoCt. Coral Gables, FL3314G Phone (]US)74O7929 Fax (305) 740 7929 Should you have any questions, or need additional information, please do not hesitate to contact me. Sincerely Cesar M.Cono ' . ` 7� Cee, kx. CanoA^|A St2,�eofRorida Regist,ation#4929 Page -1 of 2 Notice of Preventative Treatments for Termites (as required by Florida Building Code (FBC) 104.2.6) Guarantee Floridian 658 N►v 99 St Miami, Fl 33150 305-758-1811 Address of Treatment or Lot/Block of Treatment Date +110114 14 Time ID r'yr ra Applicator: -®, . I -max Pro Imidaclo rid 60 gallons Product Used C emical used (active ingredient) Number of gallons 0.05 % Soil Pre -Treat Construction Percent Concentration Area treated (square feet) Stage of treatment: N/A (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. Floridian SPECIAL SERVICE CONTRACT NORTH MIAMI-DADE El SOUTH MIAMI-DADE 0 BROWARD COUNTY El PALM BEACH COUNTY DATE: NAME: bi,,N) 11PHONE:bro"15 ____� ADDRESS:_� CITY: 167)1 647 ) ZIP CODE: The following SERVICE is proposed for the sum of $ 3_50' payable upon completion. PROPERTY LOCATION: 4W1, vi'l C CITY: , STATE: ZIP CODE: SERVICE AS FOLLOWS: START DATE P-,): MO. DAY YEAR I i I L_zaal ACCEPTED BY: _SALES REPRESENTATIVE PROPER OWNER F 01 1.-3t V --A 311.WIG PL L0 PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 TJ BC -2, - a Master Permit No. Sub Permit No. WS l q - (a ?PUILDING ❑ ELECTRIC [:]ROOFING F-1REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: foo N R6 sfi. Folio/Parcel#:I/ 'IWU(a Occupancy Type: Load: OWNER: Name (Fee Simple Titl& Ar1r9race- JAS. A Aj Construction Type: the Building Historically Designated: Yes NO Z--' Zone: BFE: FFE: Phon Q City: 59 o N 0 17l0 S'°1� State: 0 ( An; s Rta Nei Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: dowk W + AJO.A�,) Phone#: 3/g A ✓ fr3'J Address: n^ R I ly N -L" to ( -s+ , p City: M 6- QL -'7//��,��//� /�► iS�tate• � Zip: Qualifier Name: "1''l�l Na 1' � A ' N62 - Phone#: State Certification or Registration #: Certificate of Competency #: I97 -1 9s aek Z% DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Specify color of color thru @Amm 30 000. Zip: ❑ Demolition •tOS .t icg tati�3 .tr�:u y ; ...,.,- 3a s M.Nakkawm5 Submittal Fee $ ® • ®U Permit Fee $ 0�) e CCF Scanning Fee $ ° W Radon Fee $ > ®�� p DBPR 34 • ��� Notary $ Technology Fee $ • ° Training/Education Fee $ �� 6 !Py, Double Fee $ ku Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Al , a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7J days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved angofeifp ection fee will be charged. The foregoing instru I day of _ me or who has produced Signature AWII� WM4 CO RACTOR I. before a this The foregoing instrument was acknowledged before me this 20 by I day of , 20 1 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Ug NumaB Seal: '�`',• •�� N PYbH6 ->ftihb 01(19fitlb MY QW& IE0M AV 1. IM Coma" 1 or 10M, � Apa as me or who has produced who is personally known to identification and who did take an oath. as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ii Ae6ob sslP�� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 07/23/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME pABLO M CONDE A&A Underwriters, Inc.PHO"E 305-220-7447 a No): 305-220-4821 8778 SW 8 St E-MAIL ADDRESS: pmc@aaunderw(ters.com INSURER(S) AFFORDING COVERAGE NAIC # Miami, FI 33174 INSURER A. Arch Specialty Insurance Company 21199 MED EXP (Any one person) $ 5,000 INSURED INSURER B. Bridgefield Employers Ins Company 10701 UNITY WINDOWS INC 9114 NW 106 ST INSURERC: INSURER D INSURER E Medley FI 33178 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILNTR TYPE OF INSURANCE ADDL SUB POLICY NUMBER MMM/LIDD EFF MM/LICY DD EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE " OCCUR AGL002611-00 07/16/13 08-31-14 EACH OCCURRENCE $ 1,000,000 DAMAGE(RENTED 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY 1 JE0 LOC OTHER: GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N❑ (Mandatory In NH) If yes, be under DESCRIPTION OF OPERATIONS below NIA 0830-37994 06/07/14 06/07/15 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Addltlonal Remarks Schedule, may be attached If more space Is required) Contractor# 04BS00629 Miami Shores Village 10050 N.E 2nd Avenue. Miami Shores, FI. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25 (2013/04) The ACORD name and logo are registered marks of ACORD ACC>R©� CERTIFICATE OF LIABILITY INSURANCE DATE 09/03 /201 4 1 09/03/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCERNTA A&A Underwriters, Inc. 8778 SW 8 St Miami, FI 33174 T NAME: PABLO M CONDE ��"�"N , 305-220-7447 ac No): 305-220-4821 ADDRESS: pmc@aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Arch Specialty Insurance Co. INSURED Unity Window Inc. 9114 NW 106 ST Medley FL 33178 INSURERS: Bridgefield Employers Insurance Co. INSURERC: INSURER D: INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMND EFF MIDI EXP LIMITS A X COMMERCIAL GENERALUA131UY CLAIMS -MADE � OCCUR AGL002611-01 08/31/14 08/31/15 EACH OCCURRENCE $ 1,000,000 MA REN PMISREES Ea ocwr rence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ PRO- JECT F—] LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOSscolds COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER /MEM NH) EXCLUDED? Ifs describe under DESCRIPTION OF OPERATIONS below NIA 830-37994 06/07/14 06/07/15 X I STATUTE ETH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached ff more space Is required) Glass & Glazing Contractor# 04BS00629 Miami Shores Village 10050 N.E. 2nd Avenue. Miami Shores, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE U 1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25 (2013/04) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit I . Structural Critique Sheet /» r d Page 1 of 1 b gyre- " �- c—, -, e / STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf KEYNOTES: NEW: E01 9lE9r WINDOW 71 zoNE S zmor c zoxE c ❑ REFER TO WINDOW SCHEDULE NEW L.N.U. IN EXISTING WINDOW OPENING m.20 ib.9 m.88 0 REFER TO DETAIL 11 6aG 9.99 �9� ®NEW FRENCH DOOR N E01 E01 F \ REFER TO DOOR SCHEDULE ®NEW DOOR REFER TO DOOR SCHEDULE OS OS E01 EOI NEW OVEF44EM GARAGE DOOR REFER TO DOOR SCHEDULE ®NEW SKYUGHT REFER TO DETAILS G ZbNe 4 � ver EaHR: L ./ \ t 8i]4 EOISLX m — — —. — G — — -- — ZfTO: Z6VE 4 mW 49.68 8W4 m>s � mrs NEW REAR/EAST ELEVATION SCALE: EDI J L 2014 9.99 BY: : .. HONE 4 a ZONE L rs49 mu. � E01 J E01 J ' N E01 F • .... • •..•.. • • • - zap c zona: c zws: c 4am Eau m.G cam Tars aam NEW RIGHT/SOUTHEAST ELEVATION LA uff zonE c zaE e _ _ zonE c saga sd � \ m mm nos � 6sRlg EOI J E01 J �• , • • zorrE c P / 0 E01 zoaor 9 O • • EOI a O E01 z 9 S�Sb•9 zorre:< 49.66 4am NEW RIGHT/SOUTH ELEVATION SCALE: 1/4•-1'.0' In — 1111 11' _ I� . • • I 7 � • i. Tai I:' 7 •Y y Y. 1 II •�� Y' 1, L I',I�II • it REVISIONS Q 04/11/2014 H.S. ,Do N �i P Mn O Jn m Q j� Z L Q Z QI O 0-' u N Z Ir Q Lu 4 `0 It 0 40 u o U n W NM FIL Of 10 co 'o ps000 :pu : -v n . a 10 —0 v z L W aw U o� as aW.. � • O N — 0` W w z Of Q o O LL a W w F— Z U O AS SHOWN Dart` 03/14/2014 .mR Na SHEET NO.: SGA � ROROA ISGS'OGDd Ka 4970 • 11' _ I� . • • I 7 � • i. Tai I:' 7 •Y y Y. 1 II •�� Y' 1, L I',I�II • it REVISIONS Q 04/11/2014 H.S. ,Do N �i P Mn O Jn m Q j� Z L Q Z QI O 0-' u N Z Ir Q Lu 4 `0 It 0 40 u o U n W NM FIL Of 10 co 'o ps000 :pu : -v n . a 10 —0 v z L W aw U o� as aW.. � • O N — 0` W w z Of Q o O LL a W w F— Z U O AS SHOWN Dart` 03/14/2014 .mR Na SHEET NO.: SGA � ROROA ISGS'OGDd Ka 4970 KEYNOTES: NEW: E01 NEW WINDOW REFER TO WINDOW SCHEDULE NEW ® C.MAL IN ELUSTING VfINDOW OPENING REFER TO DETAIL ®NEW FRENCH DOOR REFER TO DOOR SCHEDULE �y{ ®NEW WOR 8 REFER TO DOOR SCHEDULE EOS NEW OVERHEAD GARAGE DOOR REFER TO WOR SCHEDULE ®NEW SKYLIGHT REFER TO DETAILS y ZQ@:4 \ g�M 56WOOFO `E01 K ILF Lrl�Lii W z :4Tc 10 1; M, • T��T TUTI�T NEW RIGHT/WEST ELEVATION SCALE: 1/4'a1'-0' NEW FRONT/NORTHWEST ELEVATION SCALE 1/4'-1'-0' NEW RIGHT/NORTH ELEVATION SCALE: 1/4'=I'-0' 1N qn nI O J IL • Q W" z a� nLL Q a o' 0 0 rl Q a° u b Lu U M 04 40 Lu Wq 0 = IL U j (n a ma W OJ U 4F- co F 00 +QZ• • N� • • • F- • • O• LL • • Z •o o • Lu .4 .CL �• w w Fi ZN y• • wZQF- • •Q F J P U N Ww Lu Z cr Q o Of O to O w Q x 0 W w F - Z u — o J AS SHOWN DAM 03/14/2014 ,IDE Ha SIM NO, A-2.1 SALE 6 FLOW IROSmm Ka •W ��. IM � L ENo-=" � �1 ,t 1l' 1i NEW RIGHT/NORTH ELEVATION SCALE: 1/4'=I'-0' 1N qn nI O J IL • Q W" z a� nLL Q a o' 0 0 rl Q a° u b Lu U M 04 40 Lu Wq 0 = IL U j (n a ma W OJ U 4F- co F 00 +QZ• • N� • • • F- • • O• LL • • Z •o o • Lu .4 .CL �• w w Fi ZN y• • wZQF- • •Q F J P U N Ww Lu Z cr Q o Of O to O w Q x 0 W w F - Z u — o J AS SHOWN DAM 03/14/2014 ,IDE Ha SIM NO, A-2.1 SALE 6 FLOW IROSmm Ka •W BATHROOMS: B01 NEW TOILET TO BE SELECTED BY I.D. (REFER TO PLUMBING PLANS) NEW LAVATORY TO BE SELECTED BY I.D. (REFER TO PLUMBING PLANS) ®NEW SHOWER TILE AND DRYWALL TO BE SELECTED BY I.D. ®NEW SHOWER HEAD AND CONTROLS TO BE SELECTED BY I.D. ®NEW VANITY CABINET AND MIRROR TO BE SELECTED BY I.D. ®NEW CAT. 11 SAFETY GLASS DOOR 8 ENCLOSU TO BE SELECTED BY I.D. ®7 NEW BUILT-IN SHOWER SEAT COORDINATE AT FIELD ®NEW TOILET PAPER HOLDER TO BE SELECTED BY I.D. ®NEW DOOR TO BE SELECTED BY I.O. BIO NEW INTERIOR PARTITION REFER To DETAIL BII STEAM OUTLET AS PER MANUFACTURER SPECS CLOSETS: C01 KEW SHELVES AND ROD TO BE SELECTED BY I.D. ®0 NEW A/C A.H.U. REFER TO MECHANICAL PLANS ®NEW INTERIOR PARTITION REFER TO DETAIL ®NEW DOOR TO BE SELECTED BY I.D. ®DROP CEILING AT 7'A' A.F.F. TO BE SELECTED BY I.D. ®STEAM PWM REFER TO ELECTRICAL PLANS ❑07 NEW 24'x24' SKYLIGHT TO BE SELECTED ®NEW SOUND INSULATION REFER TO ELECTRICAL PLANS ®NEW BOUND INSULATION TO BE SELECTED CIO NEW SHOE RACK To BE SELECTED BY I.D. CII NEW I/2' SOUPED BOARD AT ALL A.H.U. CLOSET WALLS (30TH SIDES) DINING: EDI NEW A/C SOFFIT BOTTOM 0 7'-0' A.F.F. REFER TO SOFFIT DETAIL NEW BUILT-IN SHELF TO BE SELECTED BY I.D. EXTERIOR: ❑E01 NEW C'M.U. BLOCK IN EXISTING OPENING REFER TO STRUCTURAL PLANS ©0 KEW WINDOW IN KEW OPENING REFER TO WINDOW SCHEDULE ®NEW FRENCH DOOR (CAT. II SAFETY GLASS)( REFER TO DOOR SCHEDULE NEW AIC C.U. REFER To MECHANICAL PLANS ®NEW A/C MINI -SPOT OUTDOOR UNIT REFER TO MECHANICAL PLANS ®NEW GAS WATER HEATER FER RETO PLUMBING PLANS KITCHEN KOI NEW ELECTRICAL INDUCTION COOKTOP TO BE SELECTED BY I.D. REFER TO ELECTRICAL PLANS EXISTING KITCHEN SIN( TO BE REUSED (REFER To PLUMBING PLANS) ®o NEW REFRIGERATOR TO BE SELECTED BY I.D. NEW KITCHEN CABINETS TO BE SELECTED BY I.D. NEW DOUBLE WALL OVEN TO BE SELECTED BY I.D. 0 NEW® DISHWASHER TO BE SELECTED BY I.D. 07 NEW COUNTERTOP TO BE SELECTED BY I.O. ®NEW DOOR TO BE SELECTED BY I.D. ®NEW PARTITION WALL REFER TO DETAIL KIO NEW KITCHEN EXHAUST HOOD TO BE SELECTED BY I.D. KII NEW FLAT HEADER 0 7'-0' A.F.F. TO MATCH EXISTING X12 NEW WINE COOLER TO BE SELECTED BY I.D. KLi NEW GARBAGE DISPOSAL REFER TO ELECTRICAL PLANS KU. NEW UNDERCOUNTER PH AVE REFER TO ELECTRICAL PLANS LIVING: L01 NEW A/C SOFFIT BOTTOM 0 7'-(' A.F.F. COORDINATE WITH AIC CONTRACTOR ®NEW INTERIOR PARTITION REFER TO DETAIL INTERIOR: 101 NEW MINI -SPLIT INDOOR UNIT REFER TO MECHANICAL PLANS 102 DROP CEILING AT 7'-0' A.F.F. COORDINATE WITH A/C CONTRACTOR NEW FLOOR PLAN LEGEND W f RDfTO DOOR SCfEIX1E O` aw. TowwoKpgS(C!W@JD�ULLE flEuTU�mT.um .-.---. w4•umn$R�Dn T �N4 PARTITION TALL NEW FIRST FLOOR PLAN Q SCALE: I/4'=I'-0' SLEEPING ROOM. OF a \SII U 'LAN • REVISIONS OWII/2014 H.S. ren a 1 K) V) Q No 1JGpJ" • Z Da Q Z Q Q O °— 00 Z D Q a° i.. ULu n J H Q0 W Nq 0 LJ. = B Z U U) �I !d a W 0.1 U 1F •0041 SCALE: AS SHOWN DATE. 03/14/2014 JOB NO. SHEET NO.: A—L I SGff ff RP•4 �4WAMK Ne. 4928 4141• • bee to • 0• 41• M • 4141• � • W• 4141• (M• O • 6% 0 •�. �• 4141 Ai •F- (n • ' !• 4141• CIO CL 0 • • ••�}•Ly J � U) • • •41W210 4141• • • 0O NU Lu Ww cr Z Q 0 0 Of o Lo 2 LL Q Lu Lu Z 0 O SCALE: AS SHOWN DATE. 03/14/2014 JOB NO. SHEET NO.: A—L I SGff ff RP•4 �4WAMK Ne. 4928 STUCCO FINISH tP MM.1 ,",FPOLYSTYRENE 04SUATION MrI'MYSTYRCHe RNSUATIOR G.W.& A TYPE MATERIAL GLASS LEVEL QUANTITY ROOMS NOA 4 COLLBM OR FRIED CELL. . - (REFER TO STRUT. PM6) v CONS SEAM OR lifm CA4-FDEBB-CAS ALIIMfM IMPACT • SINGLE U014T SAST I KITCHEN 2 X 4 P.T. WD SLA WA HILYI E (5)37' G0 BB' WWI) (LEFER TO STIOUCT. MAN31 CONT. CAUAUNG BTASWRNO 6' PROM TOP WOW CASING DWI CASING 20 RABSEIED HEADER AT 24. OC. 6• FROM TOP S BOTT. d ...,.. .._..:•c• y..:::._c ...:. ....._r.....x-.,.�, _.,:: mom: ;:.�,-• - d'3i- �OABBH N:O. s: PRODUCT APPROVAL �A.+''�EW :� _: �_. �_.:i:::::YIIP/LEL-•':�SIf[{.Lt�fl IIi«? FiNSYi;d�pn�tc� -.1 �'�., _.�=;i��QTY ..,gir?S'±1�4 _ :_C�•Z'_����'.dE•b�a�H.� - 2 X 4 P.T. rib. ILK. WA MOLTI CASEMENT AL1A• M IMPACT - SINGLE LIGHT SNOW 2 MASTER BEDROOM. &ATH MI CASEMM WINDOW $LOA:13-OM-01� 0882PO H.D. PNS 012.0-C. CONT. CAU.NOG STAGGERED 6' FROM EACH ;0CASRD 00 END OR U4•- X 3' TAFCONS 2X0. RABBETED FP.ADFJR AT 24• Q.C- W FROM 1A. END. ATTACH AS PER .._.; ..... r:.,•a-:• ..: zcr:r..., r... _�:_I: _::.:.�Y1:WHF.tn:<y. ..::P%'L[-= . _ PRODUCT A PRODUCT PIWAL ..__.._...__......:..........._..._..._....,.....-._...-....:.,._,...-y.. J EATER IOR ODOR 6•$ FS/4' FRENCH W/IR�UGM A -UL/ CLAS �� p �TY� ALDy. AUDI. FIRST .IDR TO MOOR SM;Hff., DOOR rt *G•Y4 • HEADER SIRX00 FINISH (P MIN.) 04SUATION MrI'MYSTYRCHe A TYPE MATERIAL GLASS LEVEL QUANTITY ROOMS NOA WIDTH HEIGHT COLLBM OR FRIED CELL. . - (REFER TO STRUT. PM6) v C (2126 HUE•• (B56• 39 51W 2030-FOUSO-M CA4-FDEBB-CAS ALIIMfM IMPACT • SINGLE U014T SAST I KITCHEN 2 X 4 P.T. WD SLA WA HILYI E (5)37' G0 BB' WWI) DBS2P0 N.O. PIKS 012' O L CONT. CAUAUNG BTASWRNO 6' PROM TOP WOW CASING B DOTT. OR V4'L X.7 TAPCO S 20 RABSEIED HEADER AT 24. OC. 6• FROM TOP S BOTT. ATTACH AS PER ...,.. .._..:•c• y..:::._c ...:. ....._r.....x-.,.�, _.,:: mom: ;:.�,-• - d'3i- �OABBH N:O. s: PRODUCT APPROVAL �A.+''�EW :� _: �_. �_.:i:::::YIIP/LEL-•':�SIf[{.Lt�fl IIi«? FiNSYi;d�pn�tc� -.1 �'�., _.�=;i��QTY ..,gir?S'±1�4 _ :_C�•Z'_����'.dE•b�a�H.� - EXTERIOR OCON CASEMENT AL1A• M IMPACT - SINGLE LIGHT SNOW 2 MASTER BEDROOM. &ATH MI CASEMM WINDOW $LOA:13-OM-01� (RAPER TO DOOR SCHEDULE) M W 1Y8' 38 3/5' INN JAMB EXTERIOR DOOR DETAILS SCALE I Ix=r.6• EGRESS NOTES: RMA EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SPALL HAVE AT LEAST ONE Ommom EMERGENCY ESCAPE ARa RESCUE O EIIBHG. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING NO". EMERDENCY EGRESS AND RESCUE OPEM6MOS SHALL BE REWIRED M EACH SLEEPING ROOM, BUT SHA, L HOT BE REQNRO M ARJIMNM AREAS OF Ue BASEMENT. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE MDVIOED THEY SNAIL RAYS A SHL HEIGHT OF NOT MORE THAI144 INCHES OBS MM) ABOVE THE FLOOR. YMPE A DOOR WUN40 HAVING A THRESHOLD BELOW THE ADJACENT GRORND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RES= OPUANG AND IS PROVIDED WITH A SUAMW FJICLOGLIRL THE BUY -MAD EKIOSM SHALL COMPLY VRTH SECTION 3101.3 THE NET CLEAR OPENING DIMENSIONS REWIRED BY THIS SECTION SHALT. EE OBTAINED BY THE NORMAL OPERATION OF HU EMERGENCY ESCAPE ANO RESCUE OPENING FROM THE WSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL NFGHT BELOW THE ADJACENT GROUND ELEVATION SMALL BE FRUV RFD WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 8310.2. THE EMERGENCY ESCAPE AN3 IDSC14 OPENING WALL BE PERMITTED TO OPEN INTO A SCREEN EMMOV"- OPE N TO THE ATMOSPHERE. WHERE A SCREEN DOOR'S PROVIDED LEADING AWAY FROM THE RESIDENCE. RSIO.LI MINIMUM OPENING ARM Al L EMUME CY ESCAPE AND RESCUE OPENINGS SIAL HAVE A MINYNXIM MUTT CLEAR OPENING IF 5.T SOUR¢: FENT (0.630 M 2), EXCEPHOK: GRADE FLOOR OPENINGS SHALL IUAVE A MINIMUM MET CLEAR OFMANG OF S SQUARE FEET (BAN M 2). RSG.12 MINRRM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING HEIGM SMALL BE 24 INCHES (Om "MR31O1.3 MINIMUM CPENONG WOTIL THE MINIMUM MET CLEAR OPENING WIDTH SHALL BE 20 MCUSS (IDB MK NUG.1.A OPERATHOUL CONSTRABTM EMERGENCY ESCAPE AND RESCUE OPERHOS SHALL BE OPERATIONAL FRIT THE UBUDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. NOTES: L ALL WINDOWS TO BE SELECTED BY OYINFR. 2. WMOOW CLAD COLOR TO BE SELECTED BY 0410t 3. G.C. TO VERIFY ALL OPENINGS WITH WINDOW MANLFACIURER FROM TO COJSMUCTAON, AND VERIFY MLO AT.103 WE AEFOAE CRD9ONS NO FABRICATION OF WIH40WS. GLASS AND GLAZING NOTES R4410.2.6.2 SAFEGUARDS. THE GLAZING M SLIDING AND SWINGING MOORS AND IN SHOWER TO TUI E4NCLOSLREM INCLUDING ANY GLAZING WITHIN 60 INCHES (ILS PL) Of THE FINISHED FLOOR SURFACE M WALLS SItMMING ANY TUB OR SO8•ER ENCLORME, MU SE SAFETY OLAZING AS SET FORTH IN SECTION R"0.2.3.1.3 FOR CATEGORY II GLAZING PRODUCTS. F44"6.3.. GLASS OR MIRRORS IMMEDIATELY StIRIMNWKG A SATHRA OR SOWER ENCLOSURE SMALL RE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS IRAN 60 IIICMS (L3 M) ADM THE FLOOR OF THE TUB OR THE SHOWER, R64t(L 7.4 GLASS LOUVERED DOORS NEED NOT BE SAFETY GLAZED. R"91,13.IAI DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET (O&. M 2 ) IN SURFACE AREA SHALL GE CLAWED AS CATEGORY i GLAZING PRODUCTS. FAIMO.2.AIA2 DOORS, BATH AND SHOWER ENCLOSURES, AND SLUOIO GLASS HOOFS CONTAINING GLAZING MATERIAL GREATER TIOW 9 SOUAM FEET MA4 M 2) M SURFACE AtcA SHALL BE CLASSIFIED AS CATEOCRY R DAZING PROOLLM R44IO2.3.63.3 CATEGORY I GLAZING FROSUCTS SMALL BE CAPABLE OF WITHSTANODNG A ISD FOOT-POUND 0.02 KM) IMPACT TEST. RwO.83.LS.4 CAAMQQW 11 GLAZING PRODUCTS SH, , Be CAPABLE OF 0 THSTANWNG A 4010 FOOT-POAO (642 0M) IMPACT TEST. R4W0.2.3.13.5 DOORS SHALL BE DESIGNED TO BE READILY OPBtATIVE TMIHOUT CONTACT WITH THE GLASS. RWO.&L.3 GLAZED PANELS LOCATED ADJACENT TO. OR M DOO6, SHALL BE OR SAFETY SIMMS. M ACCO ON CE WITH THE FOLLOWING: L ALL GAZED PANELS THROUGH WHICH A 3 UNCM V6 TWO DIAMETER SPHERE IS ABLE TO PASS Z IN ALL OCOP=M ANY GLAZING MATL30AL ADJACENT TO MOOR WATHIN 46 MCHM OEM MPO OF THE DOOR Of THE CLOSED POSITION AO BELOW THE TOP OF THE ICOR. EXCEPTIONS, L WIRED GLASS M FIRE BOOM 2. LEADED GLASS OF 30 SQUARE INCHES 094 CM 2) OR LM& 3. CURVED GLASS M FIRMI ING DOORS. 4. CONBMERCAL REPOGERATED CABINET DOORS. S. A SOAR SCREEN MAY SERVE AS A SAFEGUARD WMA SUCH SCREEN COMPI.MES WITH STRENGTH REXI IREPIENTS OR RAMS& NOTES: 1. ALL DOONS TO BE SELECTED BY LD. 2- DOOR CRAG COLOR TO BE SELECTED BY LD.. ' 3. S.C. TO VERIFY ALL OPENINGS WITH DOOR IMA IFACH&EN PRIOR TO CDIISTRLGTION AD VERIFY OPENINGS AT JOS SITE BEFORE QiDERINO NO FABRICATION OF DOOMS L ALL H MDLYARE TO SELECTED BY I.D. AND INSTALLED BY O.C. STUCCO FINISH AND BACK WIDOW (REFER TO WINDOW SCHEM110 REVISIONS n n 2 •s co R/I • • � O gy• • W B Xe 05, 0. 6 R < 1 MLI • N 0•�•L�j Nfn W 6 ;• I :64 6!9 - •a • v (Alol ••]E Lu � Z � O O 0 u- a~i W �• Z J POLYSTYRENE INSULATION STU= FINISH RB' MON.) FOLYSTYRENE INSULATION Mt G.W.B. GIT.& WINODW A ' A OMFER TO VIINDOW GCMDUAR) ' COLIC. BF/YM r KERS. COLV&rj' R 0.v FILLED IXT. P LL AND BACK SEALANT ` AS SHOWN (14T•'ER TO STRICT. FLANS) _ (Rc-FEN TO SRO{T. PUUAi - TNFATFffRSTAP2NG AND @NRIIt BEDDING i -916M CASMa WINDOW CASOND PERIMETER SEALANT IYIFDORN SILL f TO BE SELECTED OAIE: Q . ANO BACK 6EORYD BTY ARCOT� 0.3/!4/20{b STUCCO FINISH (we MM.) PRECAST WIpDWT SRL {UNLESS 214 P.F. 0b. OLK. WY HILTI 2X 4 P.T. AWT. RLN. WI HILTI OTHFRIM SPECPtW ON JOB SO. 09Gm HA PRS 012.O.C. PRIMETER SEALANT OMMO H.O. PHS 0 LY O.G BTTaHCT. PVNS) STAGGERED 6' FROM EACH AD BACIX BEDDMG STAGGERED W FROM TOP 51JEET N0. END OR U4' OA X 3' rAK ATTACX AS FFR B BOTT. OR U4' EDA X 3- TAPCONS AT Z4' 0..0 6' PROM E4. PND. PRODUCT APPROVAL AT 24' OC W FROM TOP S SOTT. +�o . OWJL. UWFATHERSTRGFING VGm?T AYEATFIERBTIBPIPG A-4 OIEFEN TO WDmon SCHEIXKE) HEADER JAMB SILL WINDOW DETAILS SCALE, ImN••D' BLO'fi AW.KIODR Ib�NN WINDOW SCHEDULE LNT DIMENSIONS OESIGNATIONI O TYPE MATERIAL GLASS LEVEL QUANTITY ROOMS NOA WIDTH HEIGHT A (105740W 63' 3050 -FIXED -2650 NN. U CAS-PUM EIKAS AUJINGIMPACT -SINGLE LIGHT PIK" . I FOYER N. BB ..... ::u :.. ... ._.... ....N.. �_:._._,...... �:c-....-_E..;....,. .._.::_.:: .....:_. ... � :,_ Se .. _.e-,. _- yryi ._:.._. `_-33818.'--:.-.. ;.-_ _ _-._. _ ENt�ftiF..;.. ,•.:>cAt5B0 --: - -. .ACV .. $M(GF•E.'LMb:LF�� � ''-:i2};:rc .-SfAIAS�' _ ':PIXETIi[�:YDtSDB M.DAJ'64MO6.08�-c. . ..............� . .. _... -.... , ......-r-a!Eo... _.., - � ..:x.,_........:,.... ,. tin'-skwi�:':. _ - - - - _- - - --_-- - ..,..._. ..__...... ..:....... .. ....... ...._..... .,._.._.... ...........,: ...._...._.... -...v x .. ... ......................._.. cam•....,...._ `_"c:__.:::: :_ C (2126 HUE•• (B56• 39 51W 2030-FOUSO-M CA4-FDEBB-CAS ALIIMfM IMPACT • SINGLE U014T SAST I KITCHEN ._...8,.., �M ..._ .__.-,,::� '-3060-PLIED-J03F,.:._.CAS-FBO:Li- ...::.� ...•,,.' '`:'FIRS . - :=}c- ... - 9 �;F �. i:r_ '� �{. _ 9'l R-_'-_ •-�_-.�-"...._ ....._ __ �_. .f:4§:_- : ,. :.bLWffiNObI:`-- :i�T._n:�I�al.E.11GFir_:: ..�`•�=� :: FLAYF(�L, ,, :-T^_.'�= ... .. M E (5)37' G0 BB' WWI) FOOD CASEMENT ALUIDOM IMPACT - SINGLE LIGHT FIRST 1 MAB•S ROOM FI HULLION KO.Ap'I�-0s� ED mGHC THICK ssG'�{�' ...,....�:,-.:...:._.._75...-- :-'-7R!= :..;:r. °3050:••__..- ..FDIELEAfi,EMEVf.; :. - - - �•(Le :•:'-5''�'•a--"-'...." - .._..-_... - --.._.:.. .. � � ....__._..........:.,_._..._.._............__._.-..:�:._,.--i�'-^o:�;'.-?=^'=:kms--c,:. ,•_. -"•s : _fUEo I 38 BNF 62 615• FIXED FORM, CASEMENT ALLMKIM IMPACT - SINSLE LIGHT FIRST I LIVING CAM. WMNOoW N,O.A.: 674¢06.05 ...,.. .._..:•c• y..:::._c ...:. ....._r.....x-.,.�, _.,:: mom: ;:.�,-• - d'3i- �OABBH N:O. s: ...�.._.. .._._�..yj...-._.....__,:._.503%5._...._, .......... � .__.._..-........_._..._..........................%-.._yeLq,MagiRl..t..._..._....._........,...6,.:< �A.+''�EW :� _: �_. �_.:i:::::YIIP/LEL-•':�SIf[{.Lt�fl IIi«? FiNSYi;d�pn�tc� -.1 �'�., _.�=;i��QTY ..,gir?S'±1�4 _ :_C�•Z'_����'.dE•b�a�H.� - K 37' 316!6' 30.50 CASEMENT AL1A• M IMPACT - SINGLE LIGHT SNOW 2 MASTER BEDROOM. &ATH MI CASEMM WINDOW $LOA:13-OM-01� _... .. __.....Lar •u:ur... _.�::..._......- _a_v...,...,.:.��c:� �-x... :: �.:....._.. - - - - - - .i-E:: M W 1Y8' 38 3/5' INN SINGLE HUNG AL MINU M IMPACT - STOLE LIM FIRST 2 POWDER: MADS BATH SOME tMMM 1oz - N............... ........, _..:_ ; :RauDtSnNDmS 2.^:..._: .............. .....".-._.-.,-...... ..�... _.:..... .... ..: M1� -_ _- _ •;::;•.:,.•-:: , ::-..to1-•..:<:-:::::,...b4.�!�=,_ „� ;::-Ie„-,a -- - G�fisL_� <�:::7uMBaRt.::....., a'�'A�'r.--e. rt�i�:t�rt�- ,_. . _.:_.. -•- ..-�•:::::: IL®noort�..--�., ��;.. _-r:; =->_�� '.. -w- ro` . ....2 . .. 037• So we" 3630 CASEMENT ALUMINUM IMPACT - SINGLE LIGHT FIRST BEDROOM IW, MAIDS ROOM CASEMENT WOM TLOA: 13A2Pb.at u. �.`.:-n • _�.-�: icwkc -== "" -':{i•: , "-: -. _ �:.,_:SALYLItRLF.Nb:N..n�SpOA:OG`3�'�"�» �<:_.x. • '.S�N&4�.Ti�tT:_7 ••-- � �l : BE�Oa�.1 R`3. i�Ps r -..+.. ^ .._.; ..... r:.,•a-:• ..: zcr:r..., r... _�:_I: _::.:.�Y1:WHF.tn:<y. ..::P%'L[-= . _ REVISIONS n n 2 •s co R/I • • � O gy• • W B Xe 05, 0. 6 R < 1 MLI • N 0•�•L�j Nfn W 6 ;• I :64 6!9 - •a • v (Alol ••]E Lu � Z � O O 0 u- a~i W �• Z J POLYSTYRENE INSULATION STU= FINISH RB' MON.) FOLYSTYRENE INSULATION Mt G.W.B. GIT.& WINODW A ' A OMFER TO VIINDOW GCMDUAR) ' COLIC. BF/YM r KERS. COLV&rj' R 0.v FILLED IXT. P LL AND BACK SEALANT ` AS SHOWN (14T•'ER TO STRICT. FLANS) _ (Rc-FEN TO SRO{T. PUUAi - TNFATFffRSTAP2NG AND @NRIIt BEDDING i -916M CASMa WINDOW CASOND PERIMETER SEALANT IYIFDORN SILL f TO BE SELECTED OAIE: Q . ANO BACK 6EORYD BTY ARCOT� 0.3/!4/20{b STUCCO FINISH (we MM.) PRECAST WIpDWT SRL {UNLESS 214 P.F. 0b. OLK. WY HILTI 2X 4 P.T. AWT. RLN. WI HILTI OTHFRIM SPECPtW ON JOB SO. 09Gm HA PRS 012.O.C. PRIMETER SEALANT OMMO H.O. PHS 0 LY O.G BTTaHCT. PVNS) STAGGERED 6' FROM EACH AD BACIX BEDDMG STAGGERED W FROM TOP 51JEET N0. END OR U4' OA X 3' rAK ATTACX AS FFR B BOTT. OR U4' EDA X 3- TAPCONS AT Z4' 0..0 6' PROM E4. PND. PRODUCT APPROVAL AT 24' OC W FROM TOP S SOTT. +�o . OWJL. UWFATHERSTRGFING VGm?T AYEATFIERBTIBPIPG A-4 OIEFEN TO WDmon SCHEIXKE) HEADER JAMB SILL WINDOW DETAILS SCALE, ImN••D' BLO'fi AW.KIODR Ib�NN DOOR SCHEDULE /^\ � [ I TYPE MATERIAL GLASS FRAME THRESHOLD LEVEL QUANTITY ROOMS NOA �/ W1DTH mGHC THICK -. - ._ 3.0 ...., ...b ..-•.-!•314. �. iENT�I'iWOA-�:--vW0007.tR9SS gin:;. .»v �-Pi00Dx . E-). ., v a. _... .. .... _.. ... .. :. _ :� � - .__.. s:p116!M;sT4 :_`fIHFT.�� ...._....,,._�.... �_.<.._'�_...,...............,:...-_<•---.:::.v.=:-:_:��r_�._x--car.nGA'eLYNa.Ar�.. .._.. ._... .....LIGHT � _!{'_'':F ?.=`�tijEt{'::�?: s!:'•-' :eifE�N.R^ S. A3:Ir:'.�.4QRuQ�_� �-i a E -Z S -0'6--r F3A4' FRENCH A11MJ GLASS CAT, D SAFETY 41 GLIM. ALUM. FIRST 1 PAYROOM DOOR N.O.A.. 12.040.03 . . .___::_..: ..s•__• ::, .. ,,.;. - ....:... MPA�A[s.rSIiO.E LGHT:_..:::. -_.•.-.: -::-::c:-.:...,___-.... .., .. .... S1.4:_e: ..__.._...__......:..........._..._..._....,.....-._...-....:.,._,...-y.. J C-4 0 2'-w 6•$ FS/4' FRENCH W/IR�UGM A -UL/ CLAS �� p �TY� ALDy. AUDI. FIRST 2 LUNG FOM SEORM i3 DOOR rt *G•Y4 • ............:..."T.._..�.:�.:.:..........�_;'•::......; -._._..._._...__... .: _'::i.:---.:,'�--=----�-tet :r ..a:s HT.:c::-:�-::=:<::i: ia7i=:::::2;:.'^.'�.=:.::::�:..:;:_��:--ice:-d::a:..�:;;'-:•>..:-.�..:. _. _::i.::.; .; ..�. ;.._.... ._ _ :S_ [=ALuv:--•:,liL,-.-.=; :-FRSE .--z-v->- _ __....-�---�--`-'-------....... ... .......:..._... ....laT:.a$aPETt:GL.Ass.-. ._. ._._... .':'..:: :.. :•. .:.-94WIN5'P.;=:- I��.�. REVISIONS n n 2 •s co R/I • • � O gy• • W B Xe 05, 0. 6 R < 1 MLI • N 0•�•L�j Nfn W 6 ;• I :64 6!9 - •a • v (Alol ••]E Lu � Z � O O 0 u- a~i W �• Z J POLYSTYRENE INSULATION STU= FINISH RB' MON.) FOLYSTYRENE INSULATION Mt G.W.B. GIT.& WINODW A ' A OMFER TO VIINDOW GCMDUAR) ' COLIC. BF/YM r KERS. COLV&rj' R 0.v FILLED IXT. P LL AND BACK SEALANT ` AS SHOWN (14T•'ER TO STRICT. FLANS) _ (Rc-FEN TO SRO{T. PUUAi - TNFATFffRSTAP2NG AND @NRIIt BEDDING i -916M CASMa WINDOW CASOND PERIMETER SEALANT IYIFDORN SILL f TO BE SELECTED OAIE: Q . ANO BACK 6EORYD BTY ARCOT� 0.3/!4/20{b STUCCO FINISH (we MM.) PRECAST WIpDWT SRL {UNLESS 214 P.F. 0b. OLK. WY HILTI 2X 4 P.T. AWT. RLN. WI HILTI OTHFRIM SPECPtW ON JOB SO. 09Gm HA PRS 012.O.C. PRIMETER SEALANT OMMO H.O. PHS 0 LY O.G BTTaHCT. PVNS) STAGGERED 6' FROM EACH AD BACIX BEDDMG STAGGERED W FROM TOP 51JEET N0. END OR U4' OA X 3' rAK ATTACX AS FFR B BOTT. OR U4' EDA X 3- TAPCONS AT Z4' 0..0 6' PROM E4. PND. PRODUCT APPROVAL AT 24' OC W FROM TOP S SOTT. +�o . OWJL. UWFATHERSTRGFING VGm?T AYEATFIERBTIBPIPG A-4 OIEFEN TO WDmon SCHEIXKE) HEADER JAMB SILL WINDOW DETAILS SCALE, ImN••D' BLO'fi AW.KIODR Ib�NN STUCCO FINISH (P RUN.) POLYSTYRENE INSULATION a G.W.S. 4 CONC. BEAM OR LINTEL DEFER TO STRUCT. PLANS) a a DOOR CASING 2 X 4 P.T. WD. SLK. W/ HRTI DS8MO H.D. PINS Q 12' O.G. CONT. CAULKING STAGGERED 6' FROM EACH WOOD CASING END OR UIS'- X 3' TAPCONS 2X6 RABBETED HEADER AT 24' O.C. 6' FROM PA ED. ATTACH AS PER 2 X 4 P.T. WD. SA. W/ HRTI PRODUCT APPROVAL EXTERIOR DOOR DSB2P10 N.D. PINS 0 12'0.0. (REFER TO DOOR SCHEDULE) HEADER STUCCO FINISH (P MIN.) POLYSTYRENE INSULATION G.W.B. • • s a COLUMN OR FILLEDCELL (REFER TO STRUCT. PLANS) a 2 X 4 P.T. WD. SA. W/ HRTI • DSB2P10 N.D. PINS 0 12'0.0. CONT. CAULKING STAGGERED 6' FROM TOP WOOD CASING 8 BOTT. OR 1/4'- X 3' TAPCONS 2X6 RABBETED HEADER AT 24' O.C. 6' FROM TOP 8 GOTT. ATTACH AS PER PRODUCT APPROVAL EXTERIOR DOOR DEFER TO DOOR SCHEDULE) s • JAMB EXTERIOR DOOR DETAILS SCALE: I HA2'=1•-0' EGRESS NOTES: 8310.1 EMERGENCY ESCAPE MID RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE NO RESCUE OWNS. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALL NOT BE REQUREO IN ADJOINING AREAS OF THE BASEMENT. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SMALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE SR.KHEAD 04CLMM SHALL COMPLY WITH SECTION 310.3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SRL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 8310.2 THE BORGENCY ESCAPE AND RESCUE OPENING SHALL BE PERMITTED TO OPEN INTO A SCREEN ENCLOSURE. OPEN TO THE ATMOSPHEFE, WHERE A SCREEN DOOR IS PROVIDED LEADING AWAY FROM THE RESIDENCE. 8310.1.1 MINIMUM OPENING AREA ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 8.7 SQUAB: FEET (0.530 M 2 ). EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 6 SQUARE FEET (0.468 M 2 ). R310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 MM). R310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (608 MIM). 8310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL. FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. NOTES: 1. ALL WINDOWS TO BE SELECTED BY OWNER. 2• WINDOW CLAD COLOR TO BE SELECTED BY OWNER. 3. G.C. TO VERIFY ALL OPENINGS WITH WINDOW MANUFACTURER PRIOR TO CONSTRUCTION, AND VERIFY M.O. AT JOB SITE BEFORE ORDERING AND FABRICATION OF WINDOWS. GLASS AND GLAZING NOTES R44I0.2.6.2 SAFEGUARDS. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER TO TLB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES 0.3 M) OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSUE- SHALL BE SAFETY GLAZING AS EST FORTH IN SECTION 84410.2.3.1.3 FOR CATEGORY II OWING PRODUCTS. 84410.2.6.3 GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60 INCHES (I.B M) ABOVE THE FLOOR OF THE TUB OR THE SHOWER. 84410.2.7.4 GLASS LOUVERED DOGS PEED NOT BE SAFETY GLAZED• 84410.2.3.1.3.1 DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET (0.84 M 2 ) IN SURFACE AREA SMALL BE CLASSIFIED AS CATEGORY I GLAZING PRODUCTS. R4410.2.3.1.3.2 DOORS, BATH ANMD SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2 ) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY It GLAZING PRODUCTS. 84410.2.3.1.3.3 CATEGORY I GLAZING PR0DUCTS SHALL BE CAPABLE OF WITHSTANDING A 180 FOOTND (102 NM) IMPACT TEST. R44102 3.1.3.4 CATEGORY 11 GLAZING PRODUCTS SMALL BE CAPABLE OF WITHSTANDING A 400 FOOT -FOUND (642 NM) IMPACT TEST. 84410.2.3.1.3.6 DOORS SHALL BE DESIGNED TO BE READILY OPERATIVE WITHOUT CONTACT WITH THE GLASS. R4410.2.4.3 GLAZED PANELS LOCATED ADJACENT T0. OR IN DOORS, SHALL BE OF SAFETY GLAZING. IN ACCORDANCE WITH THE FOLLOWING: H. ALL GLAZED PANELS THROUGH WHICH A 3 INCH (76 MMB DIAMETER SPHERE IS ABLE TO PASS. 2. INALL OCCUPANCIES, ANY GLAZING MATERIAL ADJACENT TO DOOR WITHIN 48 INCHES (1219 MM) OF THE DOOR IN THE CLOSED POSITION AND BELOW THE TOP OF THE DOOR. EXCEPTIONS: I. WIRED GLASS IN FIRE DOORS. L LEADED GLASS OF 30 SQUARE INCHES (194 CM 2 ) OR LESS. S. CURVED GLASS IN REVOLVING DOORS 4. COMMERCIAL REFRIGERATED CABINET DOORS. B. A SOLAR SCREEN MAY SERVE AS A SAFEGUARD WHERE SUCH SCREEN COMPLIES WITH STRENGTH REQUIREMENTS OF RAILINGS. NOTES: I. ALL DOORS TO BE SELECTED BY I.D. 2. DOOR CLAD COLOR TO BE SELECTED BY I.D.. 3. G.C. TO VERIFY ALL OPENINGS WITH DOOR MANUFACTURER PRIOR TO CONSTRUCTION AND VERIFY OPENINGS AT JOB SITE BEFORE ORDERING AND FABRICATION OF DOORS. 4. ALL HARDWARE TO SELECTED BY I.D. AND INSTALLED BY G.C. STUCCO FINISH (6/8' PERIMETER SEALANT AND BACK BEDDING (REFER TO FRENCH DOCRS N.O.A.: 12-0402.03 EXPIRATION DATE. JULY, 19TH, 2017 MULLION N.OA: 12-0308.37 EXPIRATION DATE SEFTEMBER, 16TK 2014 WINDOM N.O.A.: 13-0206.07 EXPIRATION DATE MAY. 197x, 2016 SKYLIGHT N.OA: 11-0601.04 EXPIRATION DATE: MARCH, 13TH, 2018 REVISIONS 1/01%2014 'H.S. \ ON �P 0 L t3. L„ Ul1:iLu m 0 ILD mAX Z �Q Z L O °- 0 N Z P Q U0 U Lu 4 U a' 01, QED W N� 0.' _ Q�0 U) Q a w O10 W L) 4F Z M O Hn O U.. W O UJ E Cn LU °c O J d. (a') ZLuF J v Tn LuLu 0 O (n —0, ••S•Lu LLj • w Z ••�• Q Od • • 0 U73 s• • LL'• • • AIL • U • • •v ®• a • •a • �� •dS SHOWN• 03/14/2014 JOB NO Sf@ET NO.: A-4 -TE 1.1 �QSaAIbD1 • • s • s • • • s POLYSTYRENE INSIA.ATION STUCCO FINISH (5/8' MIN.) POLYSTYRENE INSULATION G.W.B. G.W.B. ENDOW • • A BEAM LINTEL a OR CELL GREFER TO WINDOW SCHEDULE) • • • PERI SEgL6LJ; • - R DEFER TO STRUCT. PLANS) (REFS .. 7RUC7 (REFER 70 9TRUCT. PLANS) (REFER WEATHERSTRIPING AND=BEDDIN-G ENDOW SILL (TO BE SELECTED WDDOW CASING a WIDOW CASING PERIMETER SEALANT AND BACK SWDING BY ARCHITECT) 1 PRECAST WINDOW SILL (UNLESS 2 X 4 P.T. WD. SLK. W/ HRTI 2 X 4 P.T. WD. SLK. W/ HILTI STUCCO FINISH (8/e' MIN.) OTHERWISE SPECIFIED ON DS8ZP.D H.D. PINS 0 IT O.C. PERIMETER SEALANT DS82PI0 H.D. PINS 012' O.C. STRICT. PLANS) STAG,iERW 6' FROM EACH AND BACK BEDDING STAGGERED W FROM TOP END CR 1/4' DIA X 3' TAPCONS ATTACH AS PER AT 24' O.C. 6' FROM EA END. AT 24 . O I1W DL TOP 8 BOnO Qa G.W.B. WEATHERSTRIPING PRODUCT APPROVAL WINDOW WEATHERSTRIPING (REFER TO ENDOW SCHEDULE) HEADER JAMB SILL WINDOW DETAILS SCALE: I firr. REVISIONS 1/01%2014 'H.S. \ ON �P 0 L t3. L„ Ul1:iLu m 0 ILD mAX Z �Q Z L O °- 0 N Z P Q U0 U Lu 4 U a' 01, QED W N� 0.' _ Q�0 U) Q a w O10 W L) 4F Z M O Hn O U.. W O UJ E Cn LU °c O J d. (a') ZLuF J v Tn LuLu 0 O (n —0, ••S•Lu LLj • w Z ••�• Q Od • • 0 U73 s• • LL'• • • AIL • U • • •v ®• a • •a • �� •dS SHOWN• 03/14/2014 JOB NO Sf@ET NO.: A-4 -TE 1.1 �QSaAIbD1 M1AM1•DADE MJAMI DAnE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIVHC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA w%vw.miamidade eov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 'Teo -Guard 200" Aluminum Horizontal Rolling Window —L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision D dated 02/12/14, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless othenvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 13-0206.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. I Mb DE COUNTY NOA No. 14-0317.01 • , Expiration Date: May 27, 2019 Approval Date: April 10, 2014 � liPage 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-222613, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subinitted under NOA#09-0312.08) Ma ue ez, P E. Product Con ir Exa ner NOA No.1 317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmED) 5. 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 FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted underNOA#09-03X2.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subnd led under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test' Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312 08) Ma ue er P,E. Product Cont1 E miner NOA No. -0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-2 Eco Window Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/24114, 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. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. . for their `91)uPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I ", approved on 05/02/13 and expiring on 05127/14. Manuel Pe , .E. Product Controlsam' er NOA No. 1 7.01 Expiration Date: May 27, 2019 E-3 Approval bate: April 10, 2014 3 1/2' MAX FALSE MUNTINS/ I 31 f/4' II 32 (SURFACE APPUFA) IJIie--.- tMY BE USED D.L OPG. D.L 38 3/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'0. GLASS .090' INTERLAYER r BUTACITE PW BY 'OUPONV HEAT STREN'D. GLASS SILICONE DOW CORNING 899 pp.. GE SCS 2000 F z 3 � m 1,hl '� GLASS TYPE 'A' 3 1/2' MAX _I ,q', _ 10 8/8' MAX .090' INTERLAYER SENTRYOLAS BY 'OUPONr 1/8' HEAT STREW& GLASS SILICONE IOW CORNING 899 Li I 1 1 1 C 2 2 o II jl Ij TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. 11 rk LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL FALSE MUNTINS/ I 31 f/4' II 32 (SURFACE APPUFA) IJIie--.- tMY BE USED D.L OPG. D.L 38 3/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'0. GLASS .090' INTERLAYER r BUTACITE PW BY 'OUPONV HEAT STREN'D. GLASS SILICONE DOW CORNING 899 pp.. GE SCS 2000 F z 3 � m 1,hl '� GLASS TYPE 'A' 3 1/2' MAX _I ,q', _ 10 8/8' MAX FALSE MUNTWS / 32 3/4' I 32 (SURFACE APPUEDI 1 MAY SE USE'd O.L. OPG.DA 36 7/8' TYPICAL ELEVATIONS ECO—GUARD SERIES -200 HFAT STREN'I. GLASS .090' INTERLAYER SENTRYOLAS BY 'OUPONr 1/8' HEAT STREW& GLASS SILICONE IOW CORNING 899 Li GE SCS 2000 F COMBINATO)NS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER s TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. -1/8' HEAT STREN'O. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8/16' AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0 11 �11 II II WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER AW INTERLAYER LOADS TO THE STRUCTURE BUTACRE P48 BY 'OUPONT' ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS 1/8' HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL I DOW SILIC DIY/ 8 899 FALSE MUNTWS / 32 3/4' I 32 (SURFACE APPUEDI 1 MAY SE USE'd O.L. OPG.DA 36 7/8' TYPICAL ELEVATIONS ECO—GUARD SERIES -200 HFAT STREN'I. GLASS .090' INTERLAYER SENTRYOLAS BY 'OUPONr 1/8' HEAT STREW& GLASS SILICONE IOW CORNING 899 Li GE SCS 2000 F COMBINATO)NS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER s �• - F y L � CARDINAL. XL s. BY Ae GLASS TYPE '$' EDGE SPACER SETTING BLOCKS AATTWSSUGL LAM. GLASS rj tj�i 1 hitemi Product COdiroI ST. STEEL MASS TYPE 'C' iy TO CLEAR BLOCKS � t GLAZING OPTIONS L V' i J � W co Oar 3:2 W m5 g o g3 3 drawing no. W09-12 ALUMINUM HORIZONTAL ROLLING IVINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATO)NS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. -1/8' HEAT STREN'O. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8/16' AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/8' HEAT STREN D. GLASS HURRICANE ZONE (HYRZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER AW INTERLAYER LOADS TO THE STRUCTURE BUTACRE P48 BY 'OUPONT' ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS 1/8' HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL I DOW SILIC DIY/ 8 899 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER, DISSIMILAR MATERIALS SHALL MEET THE I REQUIREMENTS OF THE FLORIDA BLDG_ CODE SECTION 2003.&4. a 23 i I E.Sg JNA6 AMWO FLA. 2 PRODUCTRBVISBD as mwplyiag with the P2Wid8 etdlding Code 0 901 AcceplamNoi )°f �• - F y L � CARDINAL. XL s. BY Ae GLASS TYPE '$' EDGE SPACER SETTING BLOCKS AATTWSSUGL LAM. GLASS rj tj�i 1 hitemi Product COdiroI ST. STEEL MASS TYPE 'C' iy TO CLEAR BLOCKS � t GLAZING OPTIONS L V' i J � W co Oar 3:2 W m5 g o g3 3 drawing no. W09-12 A = NO. OF ANCHORS PER HEAD & SILL { ) = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLO WIDTHS 'XO OR OX' A =NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX, DESIGN LOAD CAPACITY - PSF (XOX SIZES) 1flNDOW DMS. A W/O REINS. um REINF. TYPE GLOBS TYPE GIMTYPE EXf.(+) WT.(-) EXT.(+) KQ-) I EM.(+) WT.(-) WIDTH HEICHT 74"28' 106-1/4' 111" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 8a0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74'38-3/8, 108-1/4' 111' (3) 9 70.0 80A �.0 90.0 70.0 8a0 12 70.0 80.0 80.0 90.0 70.0 a" 12 70.0 80.0 80.0 1 90.0 70.0 80.0 74" 106-1/4' 111' 50-5/8. (4) 9 70.0 1 80.0 80.0 90.0 70.0 80,0 12 70.0 60.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90A 7a0 BOA 74' 106-i/4' 111' 63. (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70,0 70-0 80.0 82.6 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72' 84' 96° 108" 24' (2) 9 70A 80.0180.0 80.0 00.0 70.0 80.0 9 70.0 80.080.0 Mo 70.0 BOA 12 70.0 80A80.0 90A 70.0 804 12 70.0 80.0 90.0 70.0 8OA 72' 84' 98" 108' 36' (3) 9 70.0 80.0 -0 90A 70.0 80,0 B 70.0 80A 80.0 90.0 70.0 80.0 12 70.0 804 80.0 90.0 70.0 80.0 12 1 70.0 80.0 80.0 mo 70.0 80.0 72' 84' 98' 108' 48' (4) 9 70.0 80.0 80A 80.0 7a0 80.0 9 70.0 80.0 80.0 OOA 70.0 80.0 12 70.0 BOA 80.0 90A 70.0 80.0 12 70.0 804 80.0 90.0 1 70.0 80.0 72' B4' 108' 80' (5) 9 70.0 7W80.0 70.0 80.0 9 70.0 7 70.98' 12 70.0 7Tao SO.O 12 70.0 7 70.0 80.0 A =NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX, ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL A = NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) TTRmoB DIMS. A W/O REM. Im REM. G128S TYPE Gum TYPE GLASS TYPE 'A' E' '0' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) YADTH HFJGHT 74" 108-1/4' 111' 26" (3) 9 70-0 80A 80A 90-0 704 90.0 12 70.0 80.0 90.0 80.0 70.0 80.0 12 70.0 80.0 80.0 00.0 70.0 80.0 74' 108-1/4' 111' 38-3/8' (3) 9 70.0 85 80A 90.0 70.0 80.0 12 - - 800 900 704 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-8/8' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 1.9 (6) 70.0 70.0 80.0 904 70.0 80.0 1. 84` 98' toe' 24' (2) 9 70.0 BOA 80.0 90.0 70.0 80.0 9 70.0 90.0 80.0 90.0 70.0 80.0 12 70.0 BOA BOA 80.0 70.0 80.0 12 Tao 804 80.0 00.0 70.0 80.0 72' 84' 98' 108' 36" (3) 9 70.0 80.0 80.0 904 70.0 80A 9 Tao 80.0 80.0 90.0 70.0 804 12 70.0 80.0 80.0 90.0 70.0 80.0 - 80.0 00.0 70.0 1 80.0 72° 84' 98' �4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90A 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 80' (5) 9 70.0 70.0 80A 90A 70.0 80A ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL A = NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCI'RBVL4fi0 as eomPlPtog With the P/9lida �V A O M °43 arowmg no. W09-12 (1/4W) (1/20 (1/0) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCI'RBVL4fi0 as eomPlPtog With the P/9lida �V A O M °43 arowmg no. W09-12 Imo. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD eucQ I METAL ANCHORS • . -- - STRUCTURE SEE SEE EL ELIV. FOR SPACING .a d a• O 17 19 1 9 •- WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: !x o � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o JOINT SEALER. 9 wri d °+ a •.. I •$ I TYPICAL ANCHORS • ? .. ' •• . ; '°• TkAL ANCHORS SEE ELEV. °' 1BY SEE a". FOR SPACING . '+n I WOOD BUCK FOR SPACING Wt I—DADE COUNTY APPROVED JON & MULLION ANCHORS SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING . ,J. aid{h WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ICAL ANCHORS: SEE ELEV. FOR SPACING BY •ITW. (FU -12D KSI, FY -92 KSI) 1/4" DIA. ULTRACON BY ' 1 & (FU -177 KSI, F7=155 KS) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,fi14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7 (NO SHIM SPACE) TYPICAL DO DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Po = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAWS fm = 2000 PSI MIN. :ngr. JAVAD AHMAO CNIL PRODUCTREVISED FLA. pE! 70592 tvGh Bre FlotddU gnmW8 code Acceptaaee No Bx irettonDate )g By Mtwn Pr I Control arcmng no. W09-12 1/,• MAX. 1/4" lox SHIMS A�4mV sHla© pO O TYPICAL ANCHORS "y i SEE FGR SPACING 21 e s ING TYPICAL ANCHORS SEE ELEY. P.• S 7d FOR sPAaNc - -_ - 2 0. s� iiGG s MErR.n o e n STRUCTURE "0 `7 OPT. ------- o AIa�� 4 STEEL REWFORCDilay G 11 12 WOOD BUCKS AS REOD. s SEE SHEET 2 FOR CAPACITY .e WINDOW WIDTH XO LAYOUT TYPICAL ANCHORS SEE Et". FOR SPACING U o 1/4MAIL 1/4' MAX VENT WIDTH VENT' WIDTH SH1/4* IMS SHIM D.L OPO. D.L. OPO. _ © Om 2 B 7 TYPICAL ANCHORS 17 FOR SPACING W v, m Y2-0- ZTWICOD -SCS ----------- O � V - WOOD / _ - `:::: IL I. W a� 8 e 6 77 O 4 113Y 11 12 01. OP0. STEEL FORCIJG WOOD BUCKS EXTERIOR WINDOW VnnnN SEE SHEET 2 FOR CAPACITY v XOX LAYOUT Ito, Ogg$ Of UM-DADE COUNTY APPROVED MULUON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING •mr� � o 'o Engn JAM AHMAD PRODUCP RBYISBD ,� FM PE CAN. Q05W �em1P1YTp6wIUl OtemmidA `i - --------SCREEN oPr. A N. mltllRiGOL oaiO �!q DV a Maw abPtoducl droving rb. t•i;�f 1; WINoaW WIDTH wlNoow vnDTH � W09-12 if sheet 4 of 7 1.087 .74-5 1.434 .813 .082 jj 1.140-J VENT TGP/BOTfGid RAIL (1) FRAME HEAD 140-- 1.610 (e� JAMB STILE a.sF .1-1o1 250 1 1.140 1.340 .082 Am 1.344 (7] MEETING RAIL U FRAME SILL 1.422 8 .340 .312 1.202 .082 .082 1.375 O SILL TRACK (6� FIXED MTG. RAIL MOV. FRAME JAMB I ® FIXED FRAME JAMB 3/18' Ir �1. °� I I 12 11 STEEL REINFORCING 9�"�"'� .730 .719 I .045 J303 .045 .803 -^I 7.047 7.047 10 GLAZING BEADS (D� 2688 082 mo 788 2611 ® FLUSH FRAME ADAPTER 11BM PARTY QUANTITY DESCRIPTION MXTERTAL MANF./SUPPLIER/REnM 1 FY201 1 FRAME HEAD 8083-76 - 2 FY202 1 FRAME SILL 8083-76 - 3 FY203 1 SILL TRACK INSERT 6063-T6 4 FY205 AS REQO. MOV. FRAME JAMB 6063 -TB - 5 FY101 AS REOD. FIXED FRAME JAMB 6083-T8 - 6 FYI04 1/ VENT MED MTG, RAIZ. 6063-T6 7 FY105 1/ YENT VENT INTERLOCK 5063 -TB - 8 FYZD6 1/ VENT JAMB STILE 6083-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T8 - 10 FY108 AS RECD. C A23NG BEAD (IAM. CLASS) 8063-T6 10A FY110 AS READ. GIVING BEAD (INSUL. LAM. GLASS) 8063 -TB - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS REDO. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQO. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 #8 X 1' AS KOO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 $8 X 3' 2/ VENT FIX RAIL SILL SCREWS (SILL END) CRS P.H. SMS t9 V123181 AS REDD. FIN SEAL WVRIPPING - ULTRAFAB 20 0SOOT190 AS READ. BULB SEAL Q-LON SCHLEGEL 21 E207 AS RECD. BULB SEAL SANTOPRENE ULTRAFAS. DUROMETER 65+5 22 E203 AS REQ=. GLAZING BEAD BULBSIWTOPRENE ULTRAFAB. OMOMETER 65+5 23 FLB-50 AS READ. GLASS SPACER SWCONE FRANK LOWE 24 SU03P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 ®e X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS Z7 ^ 1/ VENT S/i6' 80X SCREEN - OPTI L 28 M20 - FLUSH FRAME ADAPTER 6083 -TB OPTIONAL LRE SEnm BLOCK EPOM OUROMETER 754-5 SHORE A FnsCPD� AD PRODUCTRRVLSRD FICA.N.36780592 as plyiq itnIW�BCodavit6 rhe Fimid0 Hl�- cc No Dm. $bn l•UJ� L,U Lk 1i, BY Miami edeFroduct drawing no. W09-12 sheat B of 7 VENT TOPZROTTOM CORNERS IFIXED MTG, RAIL CX),jjN 1�' m�l 0 m Fngr. JAVAO AHWO PRODUQr REVISEDCPAL FUL P.rE 1 70592 0 1� Code`�IhthePtahta s Aceeplml00 No r,rna q` rpi; By c Product Cootr drawing W09-12 MMIAMI-DADS COUNTY, FLORIDA ,a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www m I a mid a de. ao E&Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or -material fails to perform oin the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by ALtFarooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", 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: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. -`�YTERAIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0825.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. DA NOA No. 12-0308.37 E Y Zi l7i Expiration Date: September 16, 2014 Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", 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 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, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 09-0825.03) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 44-07'.2.01) G. OTHERS 1. Notice of Acceptance No. 094825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I.", approved on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E--2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT, AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. MINUM TUBE M THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCA13LE BUILDING CODE REQUIREMENTS ILEI WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPEMY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAgS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCC). TILE ETC.). ANCHOR NG CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 5 USED 04 DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO ST &MALTAL SCREW$ THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP T DETERMINE DESION LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—MADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH .STEP IRNSIGN RATING MORE THAN DESIGN LOAD SPECIFIED ABOVE USING ANCHOR TYPES ON SHEETS S THRU 8 AND ANCHOR CHARTS STEPS ON SHIFT 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTI :aI SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SAES AND SPACING JAVAO cra ,a o aaamplgiaB Flodde FIAE la BA � � i2• 08, 37 CAA. a �— ��.� Colnml drawing no. MAR 0 6 2012 M04-04 VO�YUI'1 •ou Bulr101F 91-£909 9 x Z N 1z 91-£909 RDMTwrmg 9 x Z 91-£909 9 x Z 91-£909 'P3 SNOHONv 'vro .9t/9 U0.4.0/9 o SNONON'.4/t NM .Z/t 'Isla ro 3903 'N91 - P3 a .a/t IvNottao H010N 9J-£909 SNOHONY row .al/S No! .9/9 • 3 SNOFgNv Yro .9/t N0! „Z/1 ISM 3003 'WW P3 .i t IwNoucio HDION 91-£909 91-£999 Rb1TR59�`� $1xz 1 £xz IN s1-£so9 SHOHOW •vW .91/9 80! .9/9 SNOHOW 'MO .b/t NOJ .Z/t 0 1510 3003 'MN - P3 'P3 aaoz sat• 81-£909 91-£909 91-£909 91-£909 m. IT. ag b x l £ x I ti x 1 £ x l Sat' 000'£0001C '£ X11 0� 4 GZ t' 9i l' L-41 I 8C£' 9Z1' 000'I II gat'] -- Z l' 000't £a£' -H 000'L SZ t' -d 900't b- DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 4_ WINDOW DIMS. I Y 9 STD. 1 X 4 STD. 1 XO CUSTOM 2 Y 9 STD. 1 X4 CUSTOM 2 Y 4 STD. 2 Y 5 STD. 2 X 8 STD. 2 Y 8 HEAVY WINDOW DIMS. WIDTH (W) ULU SPAN 1 X 8 STD. 1 X 4 STD. 1 Y8 CUSTOM 2 X 9 STD. 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 8 STD. 2 X 6 HEAVY WINDOW DIMS, WIDTH (W) IMULL SPAN 1 X 8 1 X 4 STD. S'I'D, 1X8 1 X4 CUSTOM CUSTOM 2 X 8 2 X 4 2 X 5 STD. STD. STD. 2 X 6 STD. 2 X 8 HEAVY 1181 �Y WIDTH (W) MULL SPAN 18-1/8' 26-1/2' 30" 37' 42•149.6 48" 84' 60" or 72" 38-3/8' 150.0 150.0 150.0 150.0 150. 150.0 150.0 19-1/8" 26-1/2" 30" 37' 42" 48° 54" 60" 86' 72" 74-1/4° 74.6 140.9 115.1 I50.D 150.0 150.0 150.0 18-I/8' 26-1/2° 30" 37' 42° 48° 54" 80" 6e" 72' 120" - 37.9 27.3 55.3 96.7 146.1 150.0 O �t5 191 ^ r a 7VS 3 $ pg� a7 z 150.0 150. 150.0 190. 150. 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 15MO - 27.3 - 39.9 69.8 105.5 150.0 150.0 150. t50.0 1504 150.0 150.0 160.0 47.5 899 73.4 131.3 150.0 150.0 15MO - 24.1 - 35.3 61.7 932 150.0 150.0 150.0 150.0 150.0 150.0 150. 150.0 38.5 72.8 593 108.4 148.9 150.0 150.0 - - - 28.6 50.0 753 138.8 150.0 150. t50.0 150.0 150.0 150. 33.9 64.2 52.4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 1 6811 122.3 130,8 150.0 150.0 150. 150.0 150.0 150.0 29.7 88.1 45.9 82.t 114.8 150.0 15MO - - 22. 385 58.2 107,0 1183 150,0 150.0 150.0 150.0 150.0 150.0 26.4 48.8 40.8 72.8 102.1 135.2 150.0 - - - - 34.3 519 95.1 104.7 150.0 150.0 150. 150.0 150. 150.0 23.8 44.9 36.7 65.0 919 121.7 150.0 - - - - 30,8 46.6 85.6 95.2 150. 1469 150.0 150.0 150.0 150.0 21.8 409 33.4 59.7 8311 110.6 150.0 - - - - 28,0 423 77.8 873 140.1 134.6 150.0 150.0 150.0 150.0 30.6 54.7 765 101.4 150.0 - - - - 28.7 38.8 713 19-1/8' 26-1/2" 30' 37" 42' 46• 54" 80• 86' 72" 50-5/8' 180.0 180.0 180.0 150.0 150.0 150.0 180.0 19-1/8' 26-1/2" 30' 37" 42" 48° 54' 60" 88' 72' 84• 815 110.1 79.8 150.0 180.0 180.0 180.0 19-1/8' 26-1/2" 30" 37" 42• 48- 54' 60• 66" 72' 132* - 28.5 20.5 41.6 72.7 118.6 150.0 �i�5Q 1 j LL !l66�y d gig,�I p '8LI F 138.2 150.0 150.0 150.0 180.0 150.0 180.0 37.2 79.4 57.4 118.1 180. 150.0 150.0 - 20.5 - 30.0 523 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150. _ - - - 269 463 73.7 135.4 97.8 150.0 150.0 150. 150.0 150.0 150.0 26.6 56.9 41.1 832 118.4 150.0 150.0 - - - 219 37.6 59.7 109.8 88.9 138.0 132.6 15MO 150.0 15MO 180.0 23.4 5MI 1 36.2 73.5 102.5 135.8 150.0 - - - - 33.1 52.6 96.7 m Z a v� 75.2 120.8 118.0 150.0 150.0 1 150.0 1 150.0 20.5 43.9 31.7 64:1 1 89.7 118.8 150.0 - - - - 29.0 46.1 84.8 68.6 1073 103.1 150.0 150.0 150.0 1 150.0 - 39.0 262 57.0 79.7 105.6 150.0 - - 20.7 40.9 782 602 98.6 929 1412 150.0 150.0 150.0 - 35.1 28.3 51.0 95.1 180.0 - - - - 232 36,6 67.7 84.7 879 84.4 128.4 150.0 150.0 180.0 - 31.9 23.0 46.0 86.4 150.0 - - - - 21.1 335 615 50.1 805 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.'! 79.2 145.6 - - - - - 30.7 56.4 18-1/8' 28-1/2' 42" 48' 54' 80" 86" 72" 58" 1439 150.0 150. 150.0 150.0 150.0 150.0 18-1/8" 26-1/2" 30' 37' 42' 48' 54' 80" 88" 72° 98• 34.5 74.0 53.3 I 1 d124.*4 180.0 180.0 19-1/8' 26-t/2' 30•20.4 37' 42" 48' 54' so" se' 72" 144' - 219 - 32.0 86. BB. 180.0 W91.7 m37" Z j Q f Q Q n M Z �v Z 0 tn 'F F 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78,0 150.0 150.0 - - 23.1 40.4 64.3 118.0 147.2 141.4 150.0 150.0 150.0 150.0 22.0 472 34.0 889 145.6 150.0 35.7 589 104.3 74.3 119.3 114.7 150.0 150.0 180.0 150.0 - 38.2 275 55.9 118.0 150.0 - - - - 289 48. 84.5 88.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 492 78.5 104.0 150,0 - - - - 255 405 74.5 57.3 92.0 88.4 1 1349 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - Z23 35.5 65.2 80.9 81.8 7B5 119.5 180:0 150.0 150.0 - 26.2 - 383 81.0 80.9 14&8 - - - - - 315 57.8 45.8 73.8 70.7 107.6 180.0 150.0 160.0 •- 23.6 - 34'i1 54.9 729 133.7 - - - - 28.4 82.1 41.7 86.8 643 97.8 138.8 150.0 150.0 - 21.4 - 313 49.9 8&2 121.6 - - - - - 25.8 47.4 38.2 61.3 58.9 89.8 128.4 180.0 180.0 - 2&7 41LB 60.7 111.5 23.8 43.4 - - - - - 19-1/8" 1219 150. 150.0 150.0 150.0 150.0 150.0 18-1/8° 242 51.9 37.4 28-1/2• 8&0 141.2 138.7 150.0 150.0 150.0 150. 26-1/2" - 375 27.0 30" 77.7 124.8 119.9 150.0 150.0 180.0 150.0 30' - 33.1 23.8 37, e3.0 101.2 972 1 147.9 150.0 180.0 150.0 37" - 26.9 - 42° 559 69.1 85.6 1303 180.0 150.0 150.0 42° - 23.7 - 48" 83' 4&8 7&0 74.9 1 t4.0 150,0 180.0 180.0 08° 108' - 20.7 - 114" 43.2 69.3 88.8 1013 141.8 180.0 150.0 54" - - - 60' 389 62.4 59.9 812 127.6 150.0 150.0 60" - - - 88' 35.3 56.7 54.5 829 118.0 180.0 180.0 66° - - - 72" 32.4 52.0 49.9 76.0 1083 1409 180.0 72° - - - ALL LOADS ARE EXT.(+)/INT.(-)• NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4% 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS.1VITJLLIONS 789 549 48.4 1 392 349 302 26.9 242 22.0 20,2 132.7 98.8 84.6 886 60.4 52.9 47.0 42.3 38.5 35.3 TYPICAL 150.0 150.0 130.2 180,0 11&0 150.0 933 150.0 82.2 150.0 71.8 132.1 639 117.4 575 105.7 52.3 98.1 47.9 �.1 MULLION WIDTH (W) ARIES TO BE IXSCR E0 HDR OMAL MULLION INSIDE RECTANO" SWIPE MAZING .: PRODUCT VERRCAL muumN GLAZING GL � d MDUCT P�G IIII WI MUWON SPAN NTS s" "1VAD AN°7A F1 ARRANGEMECIft u8d1081 ode FLA. PE Wt 2 cad p Conlrot �a u�z a 15Ia15 a 3q a O S u o $ m a drawing no. M04-04 sheet 3 of $ DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (� SPAN A H C D E 19-1/8° 28-1/2' 30° JY 42" 46° S4' 80" 86" 72° 74--1/4' 118.0 150.0 150.0 1°.A.O 150.0 _ 83,7 190.0 108.9 150.0 190.0 74A 137.1 98.2 150.0 150.0 80A 111.1 78.0 1SO.o 19oa 529 97.9 88.7 IJ7.4 190.0 482 85.7 80.1 120.2. 150.0 41.1 78.1 53.4 108.9 133.8 37.0 BB9 48.1 98.2 120.2 33.6 82.3 4J.7 87.4 1093 �.8 57.1 40.1 80,2 100.2 19-i/8' 28-1/2• 30" 3Y 42° 48' 54' �` 68' 72° 84' 102.5 IS0.0 133.4 150.0 1$OA 74.0 137.1 98.3 180.0 150.0 89.4 121.1 85.0 180.0 180A 83.0 98.2 88.9 137.8 180A 48.7 88.5 80.7 1219 150.0 409 75.7 83.1 108.3 1328 38.3 87.3 47.2 B4.$ 118.1 327 80.8 42.5 85.0 108.3 28.7 53.1 38.8 77.3 98.8 27.2 SOS 39.4 70.9 88.8 19-1/8° 28-1/2' 30' s7• 42° ae° 94' 80' 88° 72' as• 89.7 180.0 118.7 150.0 180.0 84.8 120A 842 180.0 180.0 87.2 108.0 74.4 148.8 15DA aaa 85.9 803 ,zo.e t5o.o 40.9 75.7 53.1 108.3 1329 xs.s 883 ae9 93.0 ltea 31.8 58.9 41.3 82.7 103.3 28.8 53.0 37.2 74.4 9J.0 28.0 48.2 339 87.8 84.5 23.8 442 31.0 820 77.5 19-1/8° 28-1/z` 30' 3Y 42' 48" 84' 80' 88' M` 108° 799 7475 103.7 1tb.0 150.0 $7.8 108.7 74.9 149.7 150.0 809 942 88.1 1323 150.0 41.2 78.4 53.8 107,2 134.1 36.3 873 472 04.5 118.1 31.8 58.9 41.3 827 103.3 28,2 82.3 38.7 73.8 81.9 29.4 47.1 33.1 88.1 82.7 23.1 429 30.1 80,1 75.2 21.2 393 27.8 55.1 68.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (� NfA1 SPAN A H C D E 19-i/8' 26-1/2' 30' 37' 42" 48' 84° 8a' 88' 72' 120• 71.8 733.0 93.4 150.0 1$0.0 91.8 98.0 87.4 134.8 150.0 49.8 84.8 $9,9 718.0 948.8 37.1 88.8 48.3 98.9 120.8 327 80.8 429 88.0 109.3 T8.6 53.0 37.2 74.4 93.0 28.4 47.1 3J.1 88.7 82.7 22.9 42.4 29.8 SB.$ 74.4 20.8 38.5 27.1 84.1 87.8 - 39.3 24.8 49.8 82.0 1B -1/B' 28-1/2° 30• 3Y 42' 46' 84' 80" 86• 7T' 132• 85.3 120.9 84.9 150.0 150.0 47.7 87.3 81.3 122.$ 180.0 ats n.t Sa.t toaz 135.3 33.7 62.8 43.9 87.7 108.7 28.7 55.1 ]8.8 77.3 98.8 28.0 48.2 339 87.8 849 23.1 42.8 30.1 80.1 79.2 T0.8 38.5 27.7 94.1 87.8 - 39.0 24.6 49.a 879 - 3Z., 22.9 45.1 58.4 18-1/a° 28-1/2` 30° 3Y 42• 48° 34' �• 86' 72° 144` $99 llo.a n9 180.0 1$O.o 43.2 80.0 582 112.3 140.4 38.1 70.7 48.8 99.2 124.0 30.8 57.3 40.2 80.4 100.$ 27.2 90.5 35.4 70.9 �.8 23.8 a4.2 31.0 82A 77S 21.2 38.3 27.8 89.1 a�9 - 39.3 249 49.8 82.0 - 32.1 225 49.1 58.4 28.4 20.7 41.3 51.7 F s as 7 g� 3 O to a 0 a W I- 1. p ¢ n gnMd z_ zr� � S :i N �N�� tMtE F9TONTAL ►eAll$N TYPE ,C.D OR E TYPANCHORS EARCHES TO INSCRIBED INSIDE RECTANOUViR SHAPE VERTICAL e 1 PRODUCT PRODUCT Q 8 z ALL LOADS ARE EXT.(+)/INT.(-). e ' NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Wt W2VANCHORS R E �" AfULLION "PAN Sc c LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS Ear. JA y w9hwaPladd9 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) I,n ��y�5ezMON �.� 3 WIDTH (W) WI 2 W2 CAN, 7538 ANCHORS TYPE °D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. drowing no. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANCHORS ALL TUBE MULLIONS. ©8 ZQ1Z h-.-t sheet 4 01 6 DESIGN fAAI/ CAPACITY - PSF WINDOW DIME. .ANCHORS TYPE WIDTH (W) NULL SPAN A H C D E 19-1/9' 150.0 150.0 180.0 190.0 150.0 28-1/2° 150.0 1SOA 180.0 150.0 750.0 M. 143.1 180.0 f 50.0 150.0 150.0 37• 116.0 1sa0 180.0 190.0 150.0 42' 1022 150.0 132.9 1SOA 150.0 48° 38-3/8' 69.4 150.0 118.3 150.0 180.0 S4' 799 147.3 103.4 180.0 190.0 80' 719 132.8 93.1 150.0 150.0 88° 85.0 120.5 84.8 150.0 180.0 M° 58.8 110.5 77.8 150.0 150.0 19-1/8• 150.0 150.0 150.0 180.0 150.0 ze-,/Y ,229 150.0 150.0 150.0 150.0 30' 108.5 180.0 141.1 150.0 150.0 3Y 67.8 1$0.0 114.4 190.0 1500 a2• ns I43.6 1009 150.0 ,soo 48' SD-8/6° 879 125.8 8&2 150.0 180.0 54' 80.3 111,7 78.4 150.0 150.0 80' 54.2 1005 70S 141.1 180.0 88" 49.3 91.4 84.1 126.3 980.0 M' 48.2 83.6 58.8 117.0 147.0 19-1/8' 148.5 150.0 150.0 180.0 150.0 28-1/2` 107.2 950.0 138.4 ,50.0 150.0 30• 94.7 150.0 123.1 150.0 180.0 3Y 78.8 142.3 99.6 150.0 150A 42' 67.8 125.3 88.0 180.0 180.0 ae° 56• 59.2 109.7 n.o 150.0 150.0 S4' 52.8 97S 68.4 138.8 180GLAZU40 GLAZING .0 rj 80' 47.3 87.7 81.8 123.1 150.0 88' 43.0 79.7 58.0 111.9 139.8 72° 39.4 73.1 81.3 1028 1283 10-1/8' 138.7 150A 150.0 ,90.0 i�A 28-1/2' 98.7 150.0 128.3 180.0 1SOA 30' 87.2 150.0 113.4 150.0 190.0 37• 70.7 131.0 91,9 180.0 ,50.0 42' 823 115.4 81.0 150.0 130.0 46° BS° 84.8 tOtA 70,9 141.7 150.0 54' 48.4 89.7 83.0 426.0 190.0 p• 43.8 60.8 58.7 113.4 141.7 88' 38.8 73.4 51S 103,1 128.8 M° 38.3 873 472 94S 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) NULOR L `NLBl ZINGE WCI 1/4' GA. ULTRACONS -- CUP (1 ON Each MNG) OOD 1/4' DIA. ULTF " "cs CLIP (1 ON EACH OD BUCK OR WOOD rRUCTURE 1/4' DIA ULTRACONS I PER ANGLE .2 NO CLIP FIT INSIDE MULL j14 SMS 1-3/4' D.C. MN. 2 PER ANGLE VG CLIP FIT INSIDE MULL /14SMS 1-3/4' C.C. MIN. 2 PER ANGLE 1 xte' X ANGLE t/8' 1/4' DIA. ULTRACONS 1/4• DU. ULTRACONS FM 4�jl -Z CLIP (2 ON EAC21 WNC) 2 ERW FLOATING CUP 1 1 I BY Ir-�I SNUG FIT WSYDE MULL 1 1 2 X 2 X 1/8' Q a 000 BUCK 11 II JI O.fCa. AtlI 1U1 ALUM ANGLE 1-3/4PAGE I ( dl Z oftnf 1/4' DIA ULTRACONS 1/4' CIA. ULTRACONS Z A PrR CUP (2 ON EACH WING) 2 PER ANU1E O _ LU J O] m jQQNMI I� QnMa j1 II 1 I TX Z X. Z � j1 I1 7 Z 2 By LJ I FLOATING CLIP 1 1 moo BUCK 1 SNUG FIT INSIDE MULL 1 I I/8' Q N N e14 II y ALUM ANGLE w 1 ! 1-324' O ANGLE I I ANCHORS TYPE '9' PR0DUCrRBV=D aswmplylogwmAsplod& °� 2y / ,/a• DIA. ULTRACONS BY 'ELco' AC�copmncoWo ULTRACONS MAY BE HEX OR nAT BEAD 7 SUBSTRATE Ed. - MN. EDGE DIST. . EMBEDMENT B WOOD 1' . 1-3/8' A9iaral BLOCK 2-1/2' ' 1-1/4' ErV CONCRETE 2-1/2' 1-1/2' FL ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLWS OR ANDES CONNECTED DWC LY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATOM. SUCH AS BITUI NOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. drawing no. M04-04 sheet 5 of 8 NS 2 (I ON H WINO) ��ER �OPM �v CUP INIMDE MULL ®14 PER ANGLE SMS O.C. NW. 2 _1/4° GIA. ULTRACONS 2 PER CLU+ (1 ON EACR WINO) 1/4•. DLL ULTRAG 1 PER AN 211 2 X 1/8' ALUM ANGLE I/4. OlA ULTRACONS 1/4• W0. ULTRACOIJS Ed. 4 PER CLIP (2 ON EACH WWG) 2 PER ANGLE W■I FLOATING CLIP SNUG FR INSIDE MULL J14 4 AN Oil h 2X2% 1/8" ALUM ANGLE z }� o _ J -Ih 7 W 0) Qom» Z z6 Z: Ld X. C� LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPUCABLE FOR 4", 5- AND 6" TUBE MULLIONS PRODUCT a �P1Ym8 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ' CUPS OR ANGLES CONNECTED DRECTLY TO MASONRY TO BE PROTECTED WITH AI.KAU-RESISTANT COATINGS, SUCH AS NUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. - 01- ANCHORS TYPE 'C' R t drawing no. M04-04 sheat 6 of $ 114• GIA. ULTRACONS BY -E' ULTRACONS MAY BE HEX OR FIAT HEAD }//� 8.37 SUBSTRATE Ed. m MW. EDGE DIST. 41N. EMKDMEHTWOOD 51! 1°i 1-J/8° . Eipr• JAYA..AHMAD. F1 PE 70M BLOCK 2-1/2• 1-1/4" CONCRETE 2-1/2• 1-1/2• ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ' CUPS OR ANGLES CONNECTED DRECTLY TO MASONRY TO BE PROTECTED WITH AI.KAU-RESISTANT COATINGS, SUCH AS NUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. - 01- ANCHORS TYPE 'C' R t drawing no. M04-04 sheat 6 of $ 5/18° DIA. ULTRACONS 5/16' 01A. ULTRACONS Ed. 4 PER CUP (2 ON EACH MING) 2 PER AND t—S/4' • � S 1 I II I r Li ��/ 1 I ALUM2ANT7LE8• j,1 --------------ROATBNG CUP Ll I I I I SNUG FIT INSIDE MULL III d CI 1 I 1 1 pp14 SMS 1 1 I I I I 4 PER ANGLE 1 i I I I I 1 I I I I I I 1 I I I I I I W � W ei 995 F 0 VVV .. 'T �•i. .,' 1. J � 1 I I I � ,gJ 1 I II Q I I W m F to ZrZ� SZ�.. I i IAN N LOCATION GF SCREWS CONNECTING ANGLES TO TUBES 0 ANCHORS TYPE 'E' o APPLICABLE FOR 4"r 5" AND 6" TUBE MULLIONS u i •n 5/18' GIA. UI.TRo.CON3 BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD I EAgry • J VVAD% AHMAD C SUBSTRATE Ed. v MW. EDGE GIST. NTN. ENBEDMFM PE / T�82 ii7 CONCRETE 2—I/2'FLA. A.N. PRODUCFRBYISIM 1T ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. tyh (�dQp � iii JJJ CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED pocoptrysao p • / WITH ALKALI—RESISTANT COATINGS, SIXH AS BRUMWOUS PAINT OR Zd/ ( drow(ng no. WATER-WHITE MEt"ITYLATE tACGUER. p Z,pI2 M04^04 6110 t11AR sheet 7of 8 t—S/4' SMS SEE CHART FOR QUtUANTITIES TUBE MULLION 110 FH SAGS 2/ SIDE 1/8' THICK ALUM CHANNEL 1 LENGTH TO FR SNUG INTO MULLION TUBE MULLION I I 'HED INSTALLATION ASSEMBLY B14 FH SATS 1-1/2' O.Cqq.jHMARIN. ACCESS HOLE-� FOR SOUANRT�S� THIS SCREW CAN BE ' �AIO FH SMS INSTALLED IN EOHER I I 3 , OIRECTIIXJ �p /n I PER CLIP , TA I 1'O.C. MW., I 1 , 1 1-3/4' K 2• K 1/8' (FOR 29Y TUBE) 3/4' K 2' K 1/8' FORf1UN AN BY TUBE_ CUT TO FIT SNUG BJSIOE TUBE ANCHORS DETAIL it METAL TO METAL CONNECTION X14 SMS SUBSTRATE Ed. a MIN. EDGE 01ST. MIN CL TO CL SPACING ALUMINUM 1 8/8' ` 1/2' N PRODUCT REVISW ascavoy aft sa NO Z-0308.37 ic By P 1 .0 E arawmg no. ,�p12 M04-04 B ahaei 8 of $ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.09011 Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12-0402.03 00 RADE COUNTY Expiration Date: July 19, 2017 Approval Date: July 19, 2012 `��� Page 1 WI IAMI•DADE ® MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.gov/t)era/ - ECO Windows Systems, LLC 9114 N. W. 106'h Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.09011 Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12-0402.03 00 RADE COUNTY Expiration Date: July 19, 2017 Approval Date: July 19, 2012 `��� Page 1 ECO Windows Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air lnfiltration 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-124003, BETI-12-4003 and HETI-124027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for 'their `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. S� Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 E-1 Approval Date: July 19, 2012 SERIES 600 ALUMINUM OUTMM ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4, j4��UAC 'N'0. GLASS 3/16' HEAT STREN'D. GLASS LAYER .090' INTERLAYER VB BY 'DUPONT' BUTACTE PVB BY 'DUPONT Z AT STREN'D. GLASS 3/18' HEAT STREN'D. MASS ILICONE OW CORNING 899 8 6i SILICONE yy0 DOW CORNING 899 g 26�'SETTING BLOCKS AT LAN, GLASS Q p rt REQ, FOR WIDhiS EXCEEDING 36' ONLY. NOTCH GLAZING BEAD LEG TO .� CLEAR BLOCKS a GLASS,i' GLaSS 1'YP 'G2' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, I Ear: JAVcADAWQ SHUTTERS ARE NOT REQUIRED. Fu PE i 70692 CA. 38 JVn =1a � o g drawing no. W12-08 U 1/8' TEMP. GLASS 5/19' AIR SPACE 1/8' HEAT STREN'D. GLASS ,090' INTERLAYER SAFLEX OIG BY 'SOLUTIA' 1/8' HEAT STREN'D. GLASS VVV111 n SILICONE 16 DOW CORNING 899 O opo '- a- 26 28 ST. STEEL METAL SPACER a �►S Z O d 15 4'3;g 'SRICONE \ / \ / SETTING BLOCKS AT INSUL LAM. GLASS —. -� NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' a _ t Z /IY1�11 , c m THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, I Ear: JAVcADAWQ SHUTTERS ARE NOT REQUIRED. Fu PE i 70692 CA. 38 JVn =1a � o g drawing no. W12-08 FA I 39 3/4' MAX DOORS LOAD CAPACITY - pSp SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME wroTH LEAF moTH HEICHr 39-3/4' 37' 98' 70.0 75.0 (XX) DOORS LOAD CAPACITY - pSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRNdE LEAF FRAME HEIGHT �,,(+).(-) WIDTH WIDTH 78' 37• 1 98' 70.0 1 75.0 BLASS p O DIMS D.L-O. HEIGHT FRAME HEIGHT - 11.125' D.LO. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O.WIDTH (XX DOORS) m (FRAME WIDTH - 22.1257/2 �4..0 Z 0 O IL V n cy O $Ea0 o�I as art NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I Engr. JA AO P701AD M! •p CML PE'f 74W2 G. 353.P -1 -wing no. g 6�k JUN 82012 W12-08 Vl �.� �IIA11u F 3 M o N081� O Z 3 IA4d�dt pEl.. O^232 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I Engr. JA AO P701AD M! •p CML PE'f 74W2 G. 353.P -1 -wing no. g 6�k JUN 82012 W12-08 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C, A. D .O DIM D.LO. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' 4 i FRAME WIDTH i HEAD & SILL ANCHORS AT SMLE ENDS 12' CLUANSTERCR1 F (4) AT 3. O.C. O 3 AT HEAD/SILL 12' 5' MAX MAX HEAD/SILL TYP' HEAD [ CORNERS F -- A - SILL _ Qac [p g$ _ I I 1 I \ ii I iii E-7 r It __JL____- __11___-_ I I 71 O I I II - u� i i L �noN ii SHEET yn G B I \" i i O o� n \ i i / O �� I I Z INACTNE I I gCTIyE 9 z O•*o SURFACE APPLIED FALSE MUNTINS OR 32 3/4' 28 13/18' 28 19/18' s W ^rn DECORATIVE GRILL D.L OPG. O.L OPG. O.L OPG. m MAY BE USED 3Y SIDEUTE FRAME WR1TH LEAF WIDTH MAX 76' MAX SEE CHART AT LEFT DOUBLE DOOR FRAME MOTH (OXXO) .. _ .q 0 �oa O N O Engr. JAVAD AHNAD •� cNa FLA N CAi 0382 3338 NOTE: y GLASS CAPACITIES ON THIS SHEET ARE 2 BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION JUN 2 9 2012 drawing no. DECLARATORY STATEMENT DCA05-DEC-219 W12--08 DESIGN LOAD CAPACITY - PSF SIDEUNES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELRE SIDEUTE FRAME FRAME WIDTH HEIGHT INCHES INCHES MMODT REINFORCING WITR REINFORCING E7R.(+) INT.(-) EXT.(+) OR.(-) 24 30 36 37 42 82 711.0 7s.0 70.0 78.0 70.0 PLO 70.0 75.0 70.0 78.0 70.0 78.0 70.0 78.0 70.0 78.0 81.7 66.1 61.7 68.1 24 30 38 37 42 86 70.0 75.0 70.0 73.0 70.0 73.0 70.0 73.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 JO JB 37 92 70.0 75.0 70.0 73.0 88.8 66.8 70.0 78,0 84.1 64.1 70.0 75.0 Baa 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 7S.0 53.1 33.1 70.0 75.0 52.4 S2.4 70A 75.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C, A. D .O DIM D.LO. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' 4 i FRAME WIDTH i HEAD & SILL ANCHORS AT SMLE ENDS 12' CLUANSTERCR1 F (4) AT 3. O.C. O 3 AT HEAD/SILL 12' 5' MAX MAX HEAD/SILL TYP' HEAD [ CORNERS F -- A - SILL _ Qac [p g$ _ I I 1 I \ ii I iii E-7 r It __JL____- __11___-_ I I 71 O I I II - u� i i L �noN ii SHEET yn G B I \" i i O o� n \ i i / O �� I I Z INACTNE I I gCTIyE 9 z O•*o SURFACE APPLIED FALSE MUNTINS OR 32 3/4' 28 13/18' 28 19/18' s W ^rn DECORATIVE GRILL D.L OPG. O.L OPG. O.L OPG. m MAY BE USED 3Y SIDEUTE FRAME WR1TH LEAF WIDTH MAX 76' MAX SEE CHART AT LEFT DOUBLE DOOR FRAME MOTH (OXXO) .. _ .q 0 �oa O N O Engr. JAVAD AHNAD •� cNa FLA N CAi 0382 3338 NOTE: y GLASS CAPACITIES ON THIS SHEET ARE 2 BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION JUN 2 9 2012 drawing no. DECLARATORY STATEMENT DCA05-DEC-219 W12--08 — 3RS S TIONS 1 EDGE DIST. 18Y WOOD BUCK e:. A4 gib.• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOW BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 s TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DA. UITIRACON BY 'ELCO' (F-177 KSI, F,155 KM) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR F DRI IN roM (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES STEEL : 1/8* THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DICT'AN F INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = I" MIN. s INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SIU. OR JAMBS MC - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING pre u PLOA# 1 brAm am trm"d Coed DOOR DETAILS Uli� n Engn JAVVAD '4 FIA PEu 3 CAN.. f 70592 s 538 JUN 2 8 2012 rW;g—�; �T Va• MAX n _ TYR ICAL ANCHORS ELEV. SPACWG Engr. JAVAD AHNAO FLA. PE � GM CAH. CA ts I" uJUN 2SZ1Z I w129 08 TYPICAL ANCHORS SEE ELEV. FOR SPACING II Z Enqr: JAVADLAHMRO 9 FIA PE R70382 A71Md H1iwf CAN. 33333388 ys r-- drawing no. SIDELITE DETAILSJN$ 2U1 W12-08 LOCKS: 4 POINT LOCK ASSEMBLY OL01-8007 BY 'INTERLOCK USA IND' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" OIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCO LOCATED AT 42-1/2' FROM BOTTOM CONVENTIONAL DOOR LOCCSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY'SUWVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2" FH MS INACTIVE CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. IT661 B PART f RSQO. DffiCRiP1gON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH MANP./9UPPLIER/RBMARKB 1 E601 - DOOR FRAME HEAD/S0.L - - 2 E602 - FRAME COVER °ca --- 3 E603 - DOOR FRAME JAMB N - 4 E604 - SIDELTTE TOP & BOTTOM FRAME TOP HINGE AT 11-3/4" FROM TOP lt�u11 EYih� �®• CENTER HINGE AT NIDSPAN (38' O.C. MAX.) CUE "7&%2 HINGES FASTENED WITH 810 X 1" FH SMS - 4A E626 - SDELITE 9' BOTTOM FRAME 5 E805 - SIDEUTE FRAME JAMB drawing - 6 E605 - SDELITE SUP ON JAMB 6083 -TB _ 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 8083-T6 - a E608 - LEAF W STRIP ADAPTER 8083-T6 - 9 E600 - LEAF HINGE STILE 6083-46- 10 E610 - LEAF LOCK SDLIE 6063 -TB - 11 E811 - LEAF ASTRAGAL STILE 6063-T6 - 12 E81a - LEAF ALIGNMENT BRACKET 6063 -TB - 13 E613 - LEAF CLAMP 8083-76 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 8083 -TB 12" LONG 14 E614 - GLAZING BEAD (5/18' LAM. GLASS) 8083 -TB - 14A E109 - GLAZING BEAD (7/18' LAM. MASS) 6083-T6 t5 E615 - GLAZING BEAD (NSUL GLASS) 6063-T5 _ 18 E616 - SNAP COVER 6083-T6 - 17 E613 - BOLT SUPPORT 6083-T6 NOT SHOWN 18 - AS REQD. SIDELTTE MULLION REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F91202 - FLUSH BOLT LEVER SULLIVAN & ASSOC. 21 SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 ®12 SMS #12 S AS REOD. FRAME ASSEMBLY SCREWS - _ 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS _ FH SMS 24 - - 3/8' DA THREADED ROD STEEL _ 25 W11323 - PILE W%7RWPMG WOOL ULTRAFAB 26 E20818 -KN -3020 - BULB W'STRIPPOLG SANTOP.RENE EPOM 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. 28 E822 - FLUSH BOLT CUP NYLON 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS _ 34 - 2/ LTTE SETTINO BLOCK, 1/4' X 1/2' X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 8525 35 - 2/ LTTE SETTING BLOCK, 1/4' X 3/4' X 4' LONG EPOM AT 6' FROM EACH END, DUROMETER WIN5 SEALANTS: ffi ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. c m - HINGES o °ca --- 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART JFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF •2,• r a •� 1 BOTTOM HINGE AT 10-1/4' FROM BOTTOM nom- Engr. JAVA AWJAO ,� ,. TOP HINGE AT 11-3/4" FROM TOP lt�u11 EYih� �®• CENTER HINGE AT NIDSPAN (38' O.C. MAX.) CUE "7&%2 HINGES FASTENED WITH 810 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB drawing no. / / W12-08 4.000 -yl t .078 .8225_ I-25 F-2.082 -moi 4. ) DOOR FRAME HEAD/SILL 0 SIDELITE TOP & BOTTOM FRAME 078 329 1.812 Tf FRAME COVER 1.887 .Oso I 1.197 19 SNAP COVER LEAF TOP/BOTTOM RAIL t4.719.0781.1.507 s LEAF HINGE STILE 6.344 a.000 FF 2.081 1.750 1 S07 .078 to LEAF LOCK STILE 7.4078 .344 1.5071.750 208 it 1 .000 LEAF ASTRAGAL STILE DOOR FRAME JAMB SIDELITE FRAME JAMB .519 .394 I x,130 .803 .045 .803-I( .050 .803 .045 1.047 ZOO' 1.172 to GLAZINGLI GLAZING I s GLAZING �1"GGLASS IINSUL '7A) 9' BOTTOM RAIL 3. aA SIDELITE 9" BOTTOM FRAME �t.5oo r 312 .08-2 9 LEAF W'STRIP ADAPTER .094 .31,x_ .442 i ,.584 tz LEAF ALI -�I .375 1.57 125 fs LEAF CLAMP HINGE BACK-UP PLATE q 1.250 .719 4.[1. (a) SIDELITE SUP ON JAMB 750 1 .281 125 3.781 L 18 SIDELITE MULLION REINFORCING CIVL M PE f 70892 CAN. 3g JUN 20 2012 N _ p 7 S drawing no. W12-08 GNMENT BRACKET -�I .375 1.57 125 fs LEAF CLAMP HINGE BACK-UP PLATE q 1.250 .719 4.[1. (a) SIDELITE SUP ON JAMB 750 1 .281 125 3.781 L 18 SIDELITE MULLION REINFORCING CIVL M PE f 70892 CAN. 3g JUN 20 2012 N _ p 7 S drawing no. W12-08 LEAF CORNER EMS SIDELTE SLIP —ON—JAMB CORNER "L sm drawing no. W12-08 MIAMI -RADE Wo ML011 DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (it 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidademoy/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I•)", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, modei/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 riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MiArt[aaae cou[mY41V NOA No.13-0206.07 VAN=• • ,Expiration Date: May 19,2016 rApproval Date: May 02,2013 `� Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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 TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10-3141, HETI—l0 3142, HETI-10-3143 and HETI-10-3144, dated 12/29 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al—Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No*. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitea PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window — L.M. approved on 05/03/12 and expiring on 05/19/16 ManuelPejpin. . Product Control xar NOA No. 7 Expiration Date: May 19, 2016 E-1 Approval Date: May 02, 2013 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'O. GLASS NE .090 INTERLAYER .090 INTERLAYER BUTACRE PVB BY 'Dmmr BUTACITE PVB BY 'DUPONT' p. 1/s` HEAT STREN'O. GLASS ¢ 1/9' FEAT STREWD. GLASS F SILICONE COMING 899 F �� �t DOW CORNING 89e 3 rr � a t 19 O SETTING BLOCKS AT INSUL IAM. GLASS NOTCH GLAZING BEAD LEG GLASS TYPE 'A'To CLEAR BLOCKS GI�1SS TYPE 'AA' GLAZING OPTIONS ECO—GUARD SERIES -500 ALUMINUM 019MOG CASEMENT WIND0i9 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, TRUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. it WOW Hg1gIT K TYPICAL ELEVATION — - UPTO AT SASH 26" 2 38-3/8- 3 50-5/8' 4 63' 5 78' 6 MAXIMUM DESIGN LOAD RATING - + 70.0 PSF (FOR SIZES SHOM GR ELLER) _ 75.0 PSF U C 4 m V THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IdPACT. SHUTTERS ARE NOT REQUIRED. 1-. UVAD AHt PRODUCT REVISED Q FIA PEE 7M �t1�P1Y� gm Ploft�' 1. NOTE:%A�'i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 growing no. W11--05 TYPICAL ANCHCRS SEE ELEV. FOR SPS I 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ICAL RS: SEE ELLV• FOR SPAM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fu -120 IM, Fy-92 HSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' (Fuo177 M. Fy=100 00 IpfO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY �. -- 1-1/4' MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" TM MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS (GRAPE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK, a 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN, INTO WOOD STRUCTURE -1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 17 CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MN. IB I3 C-90 HOLLOW/FILLED BLOCK AT JAMBS rm d 2000 PSI MN. . T1RRCAL ANCHORS •lay - WOOD a FOR ELEV. �G drawing no. W 11--05 0� Ettan 4WAD A*= PRODUCERBVLUD ,I n CPAP n comP�s wUh Rre Flor7de Fav FtA. PE �s7a70M WidinaCo& g PL Aoeoplaiue Ado! Dazs Pr0a'�- Browing no. JAN 15 W11-05 METAL_ �V STRUCTURE SEE TYPICAL ANCHORS RM SPACING 1 LOW—DADE COUNTY APPROVED I i .I- >. 111dULUON & MNLON ANCHORS a 1" 11 SEE SEPARATE MOA j I Z 3 I IL 1 tANCHM 0ALT.pgTYPICAL ANCHORS TYPICAFGR SSPA EE INiORSPAgN[ ui [y �n,.Jq�{ 1/4° MAX. O _Z � SHIMS ALT. Z v iS v° B e' O a ° T'i jig TYPICAL ANCHORSSEE EIEV. FOR SPACINGTYPICAL ANCHOR SEE ELEV. FOR SPACING •a $ .q INSTALLATION DETAU 5 WITH FLUSH FRAME ADAPTER EW JAY 1 AAD �oM.�yMp v FIA, PE 78982 as c 010 �g w116 the FWda C.A.N. BWIdmg Code p 2FN* d? 2616 aPloduc. T/ drawing no. N 15 201 W 11-05 sheet ¢ of 6 FRAME HEAD/SILL/JAMB ® VENT 4 b79 803 .048 1.047 03 GLAZING BEAD (LAM. GLASS) .803 .045 9.172 GLAZING BEAD (INSUL. LAM. GLASS) .245 .7L— _e.120 .720 SNUBBER -.VENT 2.68 8 .062 .500 2.611 FRAME ADAPTER 1.750 r.493.493 1.750 CORNER KEY i:,__, L_.120 F_1.256- 7 aA SNUBBER - FRAME ITEM PARY 6 6UANTITY DESCRIPTION MATERIAL MAHP./SOPPLIBS/MXAR88 1 E801 4 FRAME HFAD/9LL7/Wa W63 -T8 2 E502 4 VENT 6063-T6 3 FY108 AS REGO. OtA21N0 BEAD (IAL. GLASS) 8083-T8 3A E50 AS RECD. MAWS BEAD (OML IAM. MASS) 8083-T8 - 4 EIM AS REGD. SNUBBER - VENT. FURL LEROTH 8083 -TB 4A ENS W READ. SNUBBER - FRAME, FULL LENGTH 8083 -TB 8 ETOPWNAL SCREEN FRAME am -T8 7 110X 1-1/4' AS REQ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 [303 AS REDO. BULB 1YEATHERSTRIPPINO, OUROMETER 65 SANTOPRENE ULWAFAS 8 E203 I AS READ. GLAZING BEAD BULB, DUROMEIER 65 SAN70PRENE ULTRAFA9 10 38.12.00.400 2/ VENT 4 H4R HMGE, AT TOP AND WHOM STEEL TRUTH. INSTALLED V91H (2) 110 X 6/8' SDS 11 1 3G 92 1 MULTI PWNf LOCK SMEM 7WAK TRUIH 12 - 8/ VENT REEFER STEEI. - 13 - 1/ VENT RoTG OPEpATOR 2AMA17/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAW4VEM CORNER KEY sr. STEEL 10 M20 AS READ. FLUSH FRAME ADAPIER 6083-T8 WMDXAL 18 3 ANU SLG SKATE NYLGN M&M PLASRKS 77 710 X 1-1/4' 2/ SKATE FH SOS SKATE SCREWS 18 a8 X 3/4" AS REWL FH SMS SNUBBER SCREWS - IN PAIRS 2' APART. PAIRS SPACED AT 7-3/4' O.C. 16 - 2/ UTE SE{TDIG 3/4" X 4" LONG NEOPRENE AT 6' FROM EACH END, MIROMETER 85 20 FL9-80 - OIASS SPACER - 1/8' HIWI PACER. SILICONE FRANK LOWE -SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM55D4 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. -LOCKS MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2` FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489-00-0001 SPACED EACH GUIDEFASTENEDWITH (2) #1 " 0X 1' P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1' P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS I -SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' 2 AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS 1 AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. 5 oromng no. W11-05 a MMUCrRRWUD .���+s�aawtwamxmdm � ' o 709n enuam8IOD coao g C 1 5 Zfl droWing no. W11-05 MIAMI•DADE DIIAI?ZI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww%vmiamidade eov/economx Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "Eco -Guard 550 " Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision B dated 01/11/13, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOAH 12-0223.28 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. MlAM!•DADE COUNNTY NOA No. 13-0206.08 Namuffiul 71, Expiration Date: May 05, 2016 Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision B dated 01/11/13, prepared by Zl arooq 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 TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#11-0309.07) 2. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-I0-3147 and HETIIQ 3149 dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.0 7) 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al—Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#11-0309.07) D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Per . Product Control ExkmWer NOA No. 13-0206.08 Expiration Date: May 05, 2016 Approval Date: May 02, 2013 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.28) 2. Laboratory compliance letter for Test Reports No. HETI-103145, HETI-10-3146, HETI-10-3147, HETI-10 3148 and HETI-10-3149, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candida F. Font, P.E. (Subnai#ed raider NOA#11-0309.07) G. OTHER 1. Notice of Acceptance No. 12-0223.28, issued to Eco Window Systems, LLC for their Series "550 ECO -Guard" Aluminum Fixed Window —L.M.I.", approved on 05/03/12 and expiring on 05105/16. Manuel Perfz,-P.4. Product Control FUQLalor NOA No. 13-0206.08 Expiration Date: May 05, 2016 Approval Date: May 02, 2013 E-2 (SIR HEAT SIREN D. MASS = INTERLAYER 3UTACITE PVB BY 'DUPONT' r1/8' HEAT STREN'O. CLASS 899 TEMP. CLASS •3/8' AIR SPACE HEAT STREWD. GLASS 090 INTERLAYER 111-'BUTACRE PVB BY 'DUPCNT' I t-1/8' HEAT StREN'O. GLASS CHARTS SHOWN ON SHEETS 2. APPROVAL APPiJES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDX./FDC OR FDCED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING J 0 v J LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL }, C THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. n � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MON VELOCITY HURRICANE ZONE (HVHZ). ECO—GUARD SERIES -380 OW ALUMINUM FIXED WINDOj9 aQ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER K � r CHARTS SHOWN ON SHEETS 2. APPROVAL APPiJES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDX./FDC OR FDCED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING J MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. v J LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL }, WALL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MON VELOCITY HURRICANE ZONE (HVHZ). W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER n LOADS TO THE STRUCTURE. M in ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 00") � RING OR LOADING ONS NOT SHOWN IN THESE DETAILS ARE PART a- Z OT THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W (D COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8' HEAT STREN D. CLASS 090 INTERLAYER BUTACIfE PV8 BY 'DUAONT' r-3/18' HEAT STREN'D. CLASS SILICONE SUCONE DOW GOWNING 899 DOW CORNING99 G 8 1• L 7 1 �I 1 II 7 Y Engr..KW_ AHMAD PRODULTRBVISBD p m _ Ful PEE 708921�IuBdingyk%% lh the Floft g y� SETTING BLOCKS AT INSUL LAM. GLASS GAH. cob AaeP�aNa . pimtlon Doro S i� NOTCH GLAZING BEAD LEG By GLASS TYPE. 'AA TO CLEAR BLOCKS 0M0 llrawlrtg r0. GLASS TYPE 'B' W 11-10 GLAZING OPT OM JAN 15 2013 Sheet et s DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSI+�� 8 BINDOEt BumGLA88 TYPE 'd' MASS TYPE 'AA' GLASS TYPE 'B' NlNDOH 01619. MASS TYPE 'A' 0LA89 TYPE 'AA' GLASS TYPE '8' 1 1 /� o WIDTH M LENGTH (L) t7Q.(+) 'Nr.(-) W-(+) 1Nx(-) Exr.(+) HNT.(-) WIDTH (w) Low" (L) Exr.(+) INT.(-) EXT.(+) M4-) Exr.(+) 1Nr.(-) W 30' 7010 7&0 70.0 75.0 70.0 73.0 28-1/2• 70.0 75.0 7010 7310 70.0 75.0 Z 39' 7010 TSA 7010 75.0 T0.0 73.0 32' 7010 7510 7010 73.0 70.0 75.0 0 42" 61.7 66.1 T0.0 75.0 7010 75.0 37' 70.0 7510 7010 7310 70.0 75.0 48" 48' 54.0 57A 70.0 75.0 7010 7&0 42• �-5/Y 61.7 80.1 7010 75.0 70.0 75.0 L $4' S4A 87.8 70.0 75.0 70.0 75.0 48' 34.0 9710 7010 75A 7010 75.0 -� 60' - - 70.0 75.0 70.0 75.0 53-1/8' 51.2 54.8 70.0 70.0 70.0 75.0 a6' - - 70.0 73.0 70.0 7&0 s6" - - 70.0 7&0 70.0 75.0 30" 70.0 7&0 70.0 76.0 7010 7&O 80' - - 7010 75.0 70.0 73.0 8 36' 70.0 7&0 70.0 75.0 [70.0 75.0 89' - 7010 ?S.0 70.0 7510 & Q g 4Y 61.7 8&1 70.0 75.0 7010 75.0 26-1/2' MO 78.0 70A 7SA 70.0 75.0 A. 48' 84' 8410 878 7010 7&0 70.0 75.0 32" 70.0 75.0 70.0 7&0 70.0 73.0 WIDTH AND LENGTH DIMENSI0NS CAN BE ORIENTED {°r3� � a 54" - 86.9 73A 698 73.8 37' 70.0 75.0 70A 75.0 70.0 78.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q g 60° - $616.170.0 7ss 59.8 lab 42' 91.7 6&1 70.0 7&0 7oA 73.0 4 GSI 68° - 73.8 66A 73.8 48• 83° _ 7010 75.0 7010 76.0 M. 70.0 75.0 70.0 7&0 33-1 6" - Q �•i / - 70.0 RLO 70.0 7SA 36" 70.0 73.0 70.0 7&0 36" - - 80.4 71.1 86.4 71.1 42' 91.7 75.0 7010 7SA 60° - - 6210 66.4 6210 8&4 48' 60' - 7510 70.0 754 83' 59.0 83.2 59.0 SA2 �' - 73.9 69.9 73A 26-1/2' 70.0 754 7010 7&0 70.0 7&0 60" - 60.4 62.0 60.4 32" 7010 73.0 70.0 75.0 70.0 75.0 or - - 9210 68.4 82.0 96.4 37, 704 7&0 70A 750 70.0 7&0 � %t 30° 70.0 75.0 70.0 75.0 7010 75.0 4Y 78' - - 70.0 7510 70.0 7&0 3 36" 70.0 7&0 70.0 70.0 70.0 75.0 48' - - 70.0 7&0 70.0 79.0 X 42' ba° 61.7 66.1 70.0 7&0 70.0 7510 53-1/8" - - 70.0 75A 7010 78.0 x a^0 48" - •• 70.0 730 70.0 7510 26-1/2° 70.0 7SA 70.0 7SA 7010 75.0 O M 54' - - 6&9 73.8 88.9 73.8 32' 70.0 75.0 70.0 7510 70.0 78.0 O_ 60° - - 92.0 68.4 62.0 60.4 37" �• - - 70.0 75.0 70.0 75.0 z 'i 30° 7010 73.0 7010 7&0 70.0 7510 42" - - 70.0 73.0 7010 75.0 Z DDSs 36" 70.0 7510 70.0 7&0 70.0 75.0 48• - - 70.0 MO 70.0 78.0 42" 72' - - 70.0 7&0 70.0 78.0 28-1/2' O z 70.0 780 70.0 75.0 70.0 78.0 t W 48• 78.0 3Y 70.0 7510 704 75.0 1 70.0 75.0y 54° - - 88.9 73.666.9 738 37' w - 70.0 7510 7010 75.0 O 30" 70.0 75.0 7010 73.0 7010 7" 42' - ^ 70.0 MO 70.0 7510 36" 76' 70.0 7510 70.0 MO 7010 75.0 48" 7010 7SA 70.0 75.0 4Y - - 70.0 73.0 70.0 7SA 29-1/2" 704 7510 7010 75.0 70.0 75.0 �s 48. - 70.0 7SA 70.0 7510 3Y - 7110 75.0 70.0 78.0 30' 7010 7SA 70.0 7&0 70.0 76.0 37' - - 70.0 7&0 70.0 75.0 0 38' - - 70.0 MO 70.0 7&0 42' - 7010 784 70.0 78.0 42" - - 70.0 7&0 7010 754 26-1/2- 70.0 7&O 7010 7510 70.0 78.0 48" - - 70.0 75.0 70.0 75.0 3Y �, - - 7010 7510 70.0 73.0 30° 075.0 704 MO 70.0 .75.0 37' - - 70.0 7&0 .70.0 73.0 38' 90" - - 70.0 75.0 70.0 7510 42' n 1 11 4Y - - 70.0 7&0 70.0 75.0 C 30° - 70.0 75.0 70.0 754 0 o 36" 96 - - 7ao 7&0 70.075A c a m 42" - 70.0 7SA 7010 784 NOTE: Eagn JAVAD AHMAO PRC2/tIC1'R1iVISBD F •� GLASS CAPACRIES ON THIS SHEET ARE O(70392 as BASED ON ASTM E1300-04 (3 SEC. GUSTS). CAJ . Building Coda tt� 11% /CIS ABnwi adoPraduNCo drawing no. N 9 5 2 3 t W11-10 sheat 2 of g WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GWZING SYSTEM AND TRANSFER THEM TO THE BURRING STRUCTURE. I TYPICAL ANCHORS: SEE 0". FOR SPAMG ,)/4' DUI. TAPCON RY '11K (FU -120 NSI, Fy-02 KSI) 1/4" DIA. ULTRACON BY =01 CF. -177 KSI, F7-168 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY _@ 14 SMS OR SFI F DRILLING SCREN (ORAOE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MRN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063-T5 NN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8-) (NO SHIM SPACE) MOCAL EDGE DISTANCc INTO CONCRETE AND MASONRY = 2" MRV. INTO WOOD STRUCTURE - 1" MIN, INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Po a 3000 PSI MW. C-90 HOLLOWAILLEO BLOCK AT JAMBS I'm a 2000 PSI MIN. PRODUCTRBVISw an Iff �c Amts 42 Quin Mnrlda v e• - Atttjtaam No ion Data !To " . TYPICAL ANdion WOOD BUCK FOR SPACtNti MF+� PlaWvl �-. JAN 5 3 arowMg n6. W11-10 TYPIi :Al ANCHM ELEV. SPACPIO BUCK CW- dAVAD AHM PRODUCT RSVLSBD •� FIA "7=2 ��8 W da FWdaCAA g Aacepmuoe Nu - DB �CAIreUon a /6 � .ti� A Product droving no. JAN 9 wig -1o. MEM �4.0 s STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS COUNTY O .�- e .. •'� > Z SEE SEPARATE NOA j s. , s ALT. ` ` Q cy TYPICAL ANCHORS TYPICAL ANCHORS i -*--i SEE ELEV. E FOR SPACING FOR SPACING t J z N s = O oM © z` t SHINS ALT. Z a � o �� 0 I w��k a' Q A ° TYPICAL ANCHORS ° • • a g SEE ELEV. FOR SPACING TYPICAL ANCHORS g SEE ELEV. FOR SPACING a ALT. 5 g<m INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ear JwAD AmMAv PRODucr itwAwD FIX PE 11C, CAe�vunmaFtatea `3f33tH 9uUdi�Codo . om. .9 . a ' • N. pesntary Dille $.V C 9• �liyilAi{pp_ ee e o v: H I B McP�udCe t droving no. JAN'1?� . W11-10 sheet g of 6 FRAME HEAD/SILL/JAmB o w 482 ,.287 SNAP COYER F.394 ,.047 GLAZING BEAD (7/16' LAM. GLASS) .130 .803 �r 1.172 - GLAZING BEAD (IN.SUL. LAM. GLASS) .519 T- eo3 .040 1.047 2.888 .082 .300 785 x.611 FLUSH FRAME ADAPTER GLAZING BEAD (5/16' LAM. GLASS) 10 CORNER KEY 1TBM I PART f E803 QUANTLTy ORSCRipTION 4 FRAME MEAD/SU/&4W MATERIAL NAND./BUPPLIBA/6BN m BOW -To 2 E504 4 SNAP COVER 6083 -TB 3 Fr109 AS REQa G1A2010 BEAD (7/16• LAN. GIASS) 6083 -TB 3A ENS AS REOa GLAZING BEAD (MSUL IAM. MM) 6083 -TB - 38 FfIOB AS MM WA21N9 BEAD (S/IB' UW. OUSE) 8083 -TB - 4 #10 X 1-1/4' 3/ CORNER ASSEMBLY SCREWS $ E203 I AS RMIX otA2W0 READ BULB. 1XIRmom 6s sMROPMM ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER XEY Sr. STEEL- 7 Fte-So - otAss SPACER - 1/8' HION SIUCMM FRANK LOwE U 8 B Fr120 - AS REOa FLASH FRAME ADAPTER - �r gar �. , e. .,.. _... - - 8083 -re .OPW - SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. es Eagr JAcm VAD AHUAD PRODUCTRBYISRO FIA CALL :1538 82 BUNIn81'1C devD616o Rlortda 'tom imp 6 By AN 5 n `�� J ,9� lHi-lbi drawing no. W11-10 MIAMEDADE I1IiAlyll-DARE COUNTY � DEPARTMENT OF REGULATORY AND ECONOi4IIC RESOURCES (REF) PRODUCT CONTROL RECTION11805 SW 26 Street: Room 208 BOARD AND CODE AD6•IINISTRATION DIVISION T(786)315-2590 E(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gay/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 100" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 13-0206.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMMADE COUNTYNOA No. 14-0317.02 a E Expiration Date: April 08, 2019 04- ��ggApproval Date: April 10, 2014 41flPage 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Tess, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIr7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No, HETI-08-2166A, dated 12/15/09, signed and sealed by Candida F. Font, P.E. (Submitted under NOA#49-0224. Q7) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-21.66C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. , .... (Submitted tinder NOA#09-0224.0 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#09 0224.07) Product Co rol Exa incr NOA NA.1 17.02 Expiration Date: April 08, 2019 Approval Date: April 10, 2014 E-1 Eco, Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowwu w) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Subinitted under NOA#09-0.224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/24/14, 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. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.04, issued to Eco Window Systems, LLC for their Series "Eco -Guard 100" Aluminum Single Hung Window — L.M.I.", approved on 05/02/13 and expiring on 04/08/14. Maimelp PT4 P.E. Product Contqq Ex tner NOA N 1 317.02 Expiration Date: April 08, 2019 Approval Date: April 10, 2014 E-2 ECO—GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOj9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED To STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. m 53 IDC 47 11 11 1. 1 1. 1f FALSE MUFITINS J NO ANCHORS AT SU (SURFACE APPLIED) OPTIONAL 47 3/8' o.LO. (VENT) ao 3/18• VENT WIDTH EQUAL WES as•1/s• WINDOW WIO 47 3/8' D.L.O. (FOL L a' MAX. 12' MAX. 00 HEAD HEAD CORNERS A SWEEP LATCHES D AT 12-1/2• FROM TVP. ENDS ,;I R FALSE MUNTINS (SURFACE APPLIED) 13PTIONAL SPRQ'!C LOADED IATCHES AT 7' FROM ENDS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NO AN73/847- AT SILL D.L.O. (VENT) 50 3/18' VENT WIDTH UNEQUAL LITES (ORIEL 'TYPE) PRODUCf'RBVIagp av B9 �P1yA181dTI611�INoTWe i 4.03 .02 19 By aPt ',OajtW 1drowing no. W09-08 ,I 1111 ,i 11 II n ; FALSE MUFITINS J NO ANCHORS AT SU (SURFACE APPLIED) OPTIONAL 47 3/8' o.LO. (VENT) ao 3/18• VENT WIDTH EQUAL WES as•1/s• WINDOW WIO 47 3/8' D.L.O. (FOL L a' MAX. 12' MAX. 00 HEAD HEAD CORNERS A SWEEP LATCHES D AT 12-1/2• FROM TVP. ENDS ,;I R FALSE MUNTINS (SURFACE APPLIED) 13PTIONAL SPRQ'!C LOADED IATCHES AT 7' FROM ENDS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NO AN73/847- AT SILL D.L.O. (VENT) 50 3/18' VENT WIDTH UNEQUAL LITES (ORIEL 'TYPE) PRODUCf'RBVIagp av B9 �P1yA181dTI611�INoTWe i 4.03 .02 19 By aPt ',OajtW 1drowing no. W09-08 EQUAL LITHS WINDOWS DESIGN LOAD CAPACITY - PSF FIANCE DIMS. GLASS T"m W. 'S' & 'C' -TH HEIGHT EXT.(+) INT.(-) 18-1/8' 24' 28-1/2' 32• 37' 40M 48" 53-1/8" �� (3) 754 90.0 75.0 80.0 75.0 80.0 75.0 90.0 75.0 21.0- 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24" 26-1/2' 32" 37" 40" 48' 53-1/8• 38-3/8' (3) 75.0 80.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 78.0 904 7&0 90.0 19-1/8' 24" 26-1/2" 32" 37` 40' 48' 53-1/8" 60-5/8' (4) 1 754 90.0 75.0 80.0 7&0 80.0 75.0 904 75.0 80.0 75.0 90.0 75.0 90.0 7&0 90.0 19-1/8" 24' 26-1/2' 32" 37' 40" 48' 53-1/8' 83' (5) 75.0 90.0 7&G 904 7&0 90.0 75.0 -0 75.0 90.0 75.0 80.0 754 90.0 754 solo 19-1/8" 24' 28-1/2' 32` 37" 40• 48' 53-1/8' 76" (a) 7&0 90.0 75.0 90.0 7&0 90.0 76.0 904 754 904 754 904 75.0 80.0 754 904 NOTE- GLASS OTEGLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13O0-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 EQUAL LITES HEAT SIREMD. GLASS .090' INTERLAYER BUTACUE PVS BY 'DUPONT' r1/8' HEAT STREN'0. CLASS UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/6" HEAT STREN'O. GLASS 5/10" AIR SPACE 3/16' HEAT WREN'0. GLASS 1/8' HEAT STREN'O. GLASS 080" INTERLAYER 090' INTERLAYER BUTACXIE PLB BY 'OU1'ONT' SUTACRE PV8 BY 'OUPONT' 3/16° HEAT WREN'O. CLASS L/8" HEAT STREN'O. GLASS L� SILICONE SILICONE $ OOVi 898 m DOW 899 s s 21 io 16 q I m ] 18 p 13 SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BFAO LEO II H TO CLEAR BLOCKS EW IAVAD AHW4 PUMUCPREVISBU 8A 21 8821 RA. PE7082 B9QMPIYft with Om Raft BOBdlvgCodd CARDINAL XL ! ` Aaaeptama No EDGE SPACER 'P�Ton Data GLASS TYPE 'B' ST. STEEL GT.ASS TYPE 'C' //^ GLAZING OPTIONS / PI�;} aP'a l Ita ( I �` It�7�1 i 41F �IIII�II� Ormng no. W09-08 UNEQUAL LITES WINDOWS DEMON LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' I GLASS TYPES S' & 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) HIT.(-) 19-1/9' 24" 26-1/2` 32" 37" 40` 48' 53-1/8' 50-5/8' (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 904 78.0 90.0 75.0 80.0 75.0 90.0 75.0 80.0 73.0 904 75.0 904 75.0 90.0 75.0 80.0 75.0 90.0 75.0 90.0 19-1/8' 24" 26-1/2' 32' 37" 40' 48" 53-1/8' 83' (5) 75.0 004 754 90.0 78.0 90.0 75.0 90.0 75.0 90.0 754 804 75.0 90.0 75.0 90.0 75.0 90.0 1 75.0 90.0 75.0 90.0 75.0 904 - - 75.0 80.0 - - 7&0 00.0 19-1/8' 24` 26-1/2' 3Y 3T 40' 48` 53-1/6" 78' (8) 75.0 00.0 784 90.0 750 90.0 7&0 904 75.0 80.0 7&0 80.0 7&0 00.0 75.0 90.0 - - 75.0 00.0 - - 7119 90.0 - - 7&0 90.0 - 7&0 90.0 UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/6" HEAT STREN'O. GLASS 5/10" AIR SPACE 3/16' HEAT WREN'0. GLASS 1/8' HEAT STREN'O. GLASS 080" INTERLAYER 090' INTERLAYER BUTACXIE PLB BY 'OU1'ONT' SUTACRE PV8 BY 'OUPONT' 3/16° HEAT WREN'O. CLASS L/8" HEAT STREN'O. GLASS L� SILICONE SILICONE $ OOVi 898 m DOW 899 s s 21 io 16 q I m ] 18 p 13 SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BFAO LEO II H TO CLEAR BLOCKS EW IAVAD AHW4 PUMUCPREVISBU 8A 21 8821 RA. PE7082 B9QMPIYft with Om Raft BOBdlvgCodd CARDINAL XL ! ` Aaaeptama No EDGE SPACER 'P�Ton Data GLASS TYPE 'B' ST. STEEL GT.ASS TYPE 'C' //^ GLAZING OPTIONS / PI�;} aP'a l Ita ( I �` It�7�1 i 41F �IIII�II� Ormng no. W09-08 18Y TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING da a 4•e -44 �a a is �a L 0 70E ���� OPTIONAL TO GOMM LATCH ag0O SEE I—DADE COUNTY APPROVED ION & MULLION ANCHORS SEPARATE NOA SEE WOOD= AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'nW (Fu -120 KSI. F•y>92 Km) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2 -_ MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA TEKS OR SELF DRILLING IMG SCRcws (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AAA SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MUWONS (MIN. THK. = .090') (NO SHIM SPACE) TYPICAL EDGE DISTAN INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'e - 3000 PS MPI. MASONRY Pm - 2000 PST' MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i �ji1i JOINT SEALER, w' PRODUCT RBVISE D 69 complying mAlhtim Ploft A Z �o a C C)Ogg orowing no. W09-08 ITEM PARS P REQB. DESCBIPION MATERIAL PIJSB/REMARKS 1 FYIO1 1 FRAME HEAD 6063 -TO 2 FY115 1 FRAME SILL 6063-T8 - 3 FY103 2 FRAME JAMS 5063 -TB - 4 FY104 1 FIXED MFG. NAIL 6063-T8 _ 5 FY105 I VENT TOP RAO_ 6063_76 _ 6 FY114 1 VENT l�7TOM RAIL 6063-16 _ 7 FY107 2 VENT SIDE RAR 5083-T6 - 8 FYIOS AS RQD. GIAZWG BEAD (5/16' IAM. GLASS) 6063-T6 - BA FY109 AS RW. GYAMNG BEAD (7/16' IAM. GLASS) 6083-T8 BB FYI IO AS ROD. GLAZING BEAD (OML LAM. CLASS) 6083 -TB - 9 FY116 2/VM SASH STOP 6063 -TS - 11 FYI 13 2/VENT SPRING LOADED LATCH, AT 7- FROM ENDS 5063-T8 - 11A - 1/ LATCH LATCH SPRWG ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH. AT 12-1/2" FROM EROS ZAMAK SULLIVAN & ASSOC. 12A 08 X 5/8' 2/ LATCH LATCH DLSL SCREWS ST. STEEL FH SMS 13 - 2/ LITE SETTING BLOCK EPOM _ 14 B8 X I' AS REOD._ FRAME & VENT ASSEMBLY SCREWS CFS PH SMS 14A i8 X 3/8' 2/ VEM BOTTOM RAIL ASSEMBLY scREws CRS PH SNS 15 F207 AS REDO. I BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAS 16 E203 AS REOD. I GLAZING BEAD BULB SAMOPRENE ULTRAFAB 18 W23181 AS REOD. FIN SEAL W'STRIPPING ULTRAFAS 19 FY117 4/ VM SASH GUIDE CELCON M&M PLASTICS 19A e8 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE 8 20 F210 2/VENT SASH BALANCE suPmwm KBSI 20A 08 X 5/8' 1/ BAUWCE LTALANCE INET. SCREW - P FH SMS 21 - AS REOO. GLASS SPACER SILICONE FRANK LOWE 22 - 15/18' BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063 -TB OPTIONAL 1/4' MAX. PRODUCSRRV1SHD •� B mmpl w,VhhRteY&ft GI L ndlug Code Wm No AY 5 arawing no. W09-08 ALF. ANCHORS V. FOR SPACING F] TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED SEE ELEV. FOR SPACING MUU.ION k MUWON ANCHORS SEE SEPARATE NOA I TYPICAL SEE a". FOR TYPICAL SEE ELEV. FOR INSTALLATION DETAM WITH FLUSH FRAME ADAPTER y� p LL P i 3�M z3C 31: Z§ 0 in w�Lu S i NRODUCT R8V18HD �+ 9 RA. IOE 70 2 BuRdiagCodovUhGwPteclde ftpkw- u� r NO ,,Mt�m fuduet drewing no. 1'� I W09---08 r-2750 x- 1.688 7� �8{3 a.6t2 O FRAME HEAD 1.202-1 ® FRAME .082 2.188 1.378 p --x,519 tA01 ' .045.8713 1.422 Q FIX. MEETING RAIL O� t.oa7 F ® VENT TOP RAIL ® VENT BOTTOM RAIL FRAME SILL JAMB a .394 -1 r-,130 .050 .803 .045 I .803 ® 1.41 ® -M 1.047 GLAZWG BEADS T— r- 1.434- i 1.087 .821 VENT SIDE RAIL 1.247 7.254,078 1.445 L. 963 1t SPRING LOADED LATCH 2688�.082 .500 T— J69 2.8t 1 ® FLUSH FRAME ADAPTER T 14 FRAME CORNERS DETAI En9r. JAVA hoop PRODUCt REVISED N •� !3 FlA PE}� 7,0.592 °8 0°°�P$'�8 wOh the Plorlde N 43.79 BucdiagCgde �' \ AcaptrIm Dd T �. @tpdaliw717�.e +fir s- Miam Product drawing no. W09-08 i i Q; {O� g h Q� T Zit—•— vi 74 � i (3 3 O O «� a mM 1 O .? Q Wrng�, FRAME CORNERS DETAI En9r. JAVA hoop PRODUCt REVISED N •� !3 FlA PE}� 7,0.592 °8 0°°�P$'�8 wOh the Plorlde N 43.79 BucdiagCgde �' \ AcaptrIm Dd T �. @tpdaliw717�.e +fir s- Miam Product drawing no. W09-08 MIAMI -DADS MIAMI_DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (N" Nn w.miamidade.eovleconomv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 20, titled "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless other%vise 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 Nvill occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 13-0206.05 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. 14-0317.03 MIAMI Ul1ut9 courorir Expiration Date: June 17;2019 Approval Date: April 10, 2014 '4j4i Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Ai-Farooq Corporation, signed and sealed by davad Ahmad, P.E. (Submitted under previous NOA#13-0206.05) 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 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Sirbtiritted underNOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-0$ 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed andido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P , .E. Product Control a I NOA No. 1 7.03 Expiration Date: dune 17, 2019 Approval Date: April 10, 2014 •E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcorrrnjuED1 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted uttderNOA#09-0413 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subfnitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11113, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 17, 2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 05/02/13 and expiring on 06/17/14. Mauue Pergamh.0e.!; Product Control E NOA No. ]4- Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 .oSz soo 769 2811 FLUSH FRAME ADAPTER FRAME HEAD/SILL/JAM9 .6kff.05wo ® GLAZING BEAD ,.070 �8 ��G (3) ANCHOR COVER ECO—GUARD SERIES -30Q ALUMINUM FIXED IVINDOW DESIGN LOAD. RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE- BY SIDE COM910TIONS OF RX./FIX. OR FIXED IM OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TWA IEWREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - ANCHORS SHALL AS OSTEO, SPACED AS SHOWN ON OECAIS, AN(310RS EMBEDMENT TO BASE MATERIAL SHRILL EK BEYOND WALL ORESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN OEM OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 8UT NOT UMREO TOS METAL SCRLtiW3, THAT COME INTO CONTACT WTI}i OTHER biSS1MILAR MAT SHALL MEET THE REQUIREMENTS OF THE FLORIDA 61,00. CODE SECTION 2003.8.4. FAU (SUWA( CLASS D.L.D. DIMS D.L.O. HEIGHT 8 WINDOWHEIGHT - 3.828° O.L.O. WIDTH n WINDOW WIDTH - 3.828° tROD11tTRENP Aust *La�wOhiPtetRat[ttC 13*2n><Coda Tt AeacptaneeNe 'o i Q3 m Bc attoa Bate ' 6y osmu M1limit adehlodaMConim" THESE WINDOWS ARE RATED FOR LARGE d: SMALL MISSILE IMPACT. ° JRAW ANUM PRODUCrXWjSaU,� S am SHUTTERS ARE NOT REQUIRED. tiA rI' 7oe »w�scode cab, ae AewpaateeNo � � :. a Bata illy. • � Mi oP drawling no. AJA13 x013 Wos -zo . sheet 1 of ANN. GLASS 18 DY 'DUPONT' ANN. GLASS GOW CORNING 899 GE SCS 2000 410 Ai x 1-1/4" sms AT 3-112" FROM ENDS AND 10 O.C. MAX. GLASS TYPE 'C' NIX STREWD, CLASS .000' INTERLAYER SENTRymm OY 'OUPONT' ' J/10' HEIT S1RENb. wm StCONE L I DOW CORNING s09 F II!S GE SCS 2000 N 1 4 4 s !i ..n 08 X 1-114' SMS AT J-112 FROM ENDS AND 10 O.C. MAX. GLASS TYPE In GLAZING OPTIONS Llr- 3/18- VANDOY1HNDo,@( yDpTH LYINDOW WIOTH WINDOW WroTNWIN�NIOTH-' 3c 3 1 3 W.4P�� J r -_. I r � WwoGlb 'r W!aTH_ . Ww, �lv WIOTNWINDOW xaoTN I I L J E OIYABLE LOADS FON ALTERNATE SHAPES AS SHOWN ABOVE GRS fiLAR CAN NE IFIED DYINSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLEASWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PIP DEBION (AAD CAPACITY - POP WDDIOW DIUS. GLASS TYPE 'C' SUN TYPIC 'D' WINDOW DB13. I GLASS; TYPE 'C' OLABS TYPE 'D' WgBH (W) LENGTH (L) EXL(+) IML(-) EXT.(+) /NL(-) WroTH (W) LENGTH (L) M+) 1NL(-) EXL(+) INT.(-) 24' 73.0 BOA solo 90.0 26-1/2• 78A SOX 50.0 90A 30' 784 50.0 a" 90.0 37' �„ 784 80.0 804 BOA 30• 79.0 Bao 804 90A 83-1/8' 715.0 40.0 80.0 004 42• JB' 78.0 BOA sw 90.0 74• 75.0 BOA 40.0 90A 40' 78A B04 804 90A 29-1/2' %A 80.0 80.0 Sob 84' no 80.0 804 80.0 37• JB -3/8' 700 80.0 80.0 80.0 80' 78.0 80.0 ODA 90A 83-I/8' 78.0 80.0 804 904 68• 75.0. 80A 80.0 90.0 74' 70.0 SO.O 80.0 20.0 72' 78.0 80.0 80.0 90.0 20-1/2' 780 SOA 80.0 90.0 24' 7$0 80.0 80.0 90.0 37• 78A 80.0 80.0 00.0 30' 7" 80.0 804 SILO S3-1/81 -8/S+ 71.3 74.0 Sao Bao 30' 784 80.0 06.0 90.0 74' 71.3 XLI 80.0 90.0 42' 49, 15A SOA 80.0 90.0 20-1/2• 7&0 80.0 80.0 00.0 48' 78.0 50.0 SOA 90A 37' BY 7&0 150.0 40.0 90.0 84' 78.0 80.0 SOA 60.0 83-1/8' 87.9 728 gob 90.0 BO' 7&0 00.0 BOA 9" 26-1/2' 7SA BOA a" 90.0 88' 764 50.0 40.0 904 J7° 76' 704 80.0 80.0 90A 72' 754 79.6 80.0 804 83-i/8' 67.8 89.9 80.0 90A 24' 7&0 804 800 90.0 30' 7&0 80.0 GOA 90.0 36' 75.0 80.0 ama 90A W 42' a. 7&0 150.0 004 90A 48' XQ 80.0 80.0 Iwo B4' 88.8 71.3 804 90.0 or 60.2 84.2 80.0 WA L BB' B 44 40.2 .2 olo 90.0 72' SOa 04.2 gob solo '' % 24' 75.0 80.0 00.0 90.0 30' 75.0 .80A 80.0 90.0 1e� 39' 75.0 80.0 80.0 90.0 42' 72• 7B0 - BOA 80.0 90.0 48' 75.0 78.8 80.0 90.0 iLQIE! 64' 6" 71.3 80.0 90.0 WIM AND LENGTH MIMSIONS CAN BE ORIENIEO 60' 6" 84.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24' 78.0 80.0 150.0 90.0 �• 75.0 60.0 BOA 90.0 MODUCPt mffivim 7so Bao 150.0 9oA 'sbe4nIPI7logwaamet0ort6� 42' 7oA 70.0 80.0 90.0 �!eg Code 48' 88.6 e&8 80.0 SDA Aecopteam No 3/ , C)3S kSptraOon pate 84' 64.3 84.3 00.0 904 D r 24' 71L0 SOA 80.0 90A A9iem paOeProdudCon JO' 7" BOA 80.0 20A 36' 98' 78.0 78.2 SOA 90.0. NOTE: Ale BNA 64.6 a" 90.0 GLASS CAPACITLES ON THIS SHEET ARE 48' 89.9 W.9 �.0 Solo BASEL) ON ASTM Et�O-04 (3 SEC. GUSTS). 24• 7&0 a" 80.0 90A 30'780 80.0 BOA 90.0 Enn-Aw AWD PROD=RDVg;IID w 108' 74.8 74.5 a" 90A HA. PEE 70592 Baan ha"f0,IwF ft 42' 61.5 61A SOA SILO CAbL 93g ws 24' 76.0 80.0 SILO GOA /. 30' 12V 75.0 1 80.0 80.0 90.0 9 3 2A IbltwOl Prow 74.5 74.5 BOA 90.0 drawmg no. W09-20 1BY TYPICAL ANCHORS HOOD BUCK SEE EIEV. FOR SP1 .e' aa• a': a' n°•' d•.'. O O 0 4 da d'I 4-4 �?g a TYPICAL ANCF SEE ELEV. FC RS SPACING SEE ELEV. FOR WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. APPROVED ANCHORS SEE I TYPICAL_ ANCHORS: SEE ELEv. FOR SPACING IX DIA. TgPCON_QY-!fflC (Fu -120 M. Fy-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y SUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY IWO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114" OTA. TEKS OR SELF DRILLING SCREWS (ORAOE O CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) IWO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) ,TYPICAL EDGE DISTANCE INTO' CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE f'o = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK I'm = 1990 PSI MIN. sI�ALAiNT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Don -aLA %- PRODUCE crime •' a v. . v::M.' a..- a II .v , --•FTYP°ICaSAPLAAC:.NDvK.0TH. ORS BEasdebmWoC>ntoDdaa ' ,I.,n . /y XJAO 562 p©' ukttmIdtaatpioly ain gagpuASBlding AcceptnG!3 1 pimll IBY I m DadoP [a 5 5 WOOD BUCK a�G�y ly0 8 a V9 49 �dfie drmvMq no. W09-20 !Taal B PART B RM. AESOMMON MATERIAL 6lAM/0—ItB/RBLMM 1 FY301 2 FRAW HFAO/SILL/,Wn M3 -yo - " 2 3 FY302 FY303 AS RE00. AS AMM ppZINO 8W- 7/18' a= MMOR COYER 6081 -Ts 0083-78 4 E203 AS REQ. GLAZING BEAO-BULB NEOPRENE 10.7RWAB .8 F57501 OLASS SPACER - 1/8' RICH SIUCOHE FRANC ME 0 B10 z 1' a nWX ASSEll01Y SCREWS qts PH Sl1S " 7 FY120 - FLUSH FRAME ADAPTER 8083-78 OPTIONAL RECT. OR SQUARE WINOW/S AURA <. am z ' ��99a w�8 � draw" no. W09-20 .vMu f'RENEL4 S ,ft cimPW,Ylogwith Me Floo t BnWingCede ae�a"nN,r� RM uY A.11m Add . U00 PRODUCTRRYmRD Ba0�dt codottdtk0reFlmldn / 9; i u"14 am z ' ��99a w�8 � draw" no. W09-20 .METAL sTe fit% 0 ♦, s .' TYPICAL ANCHORS S SEE ELEV. PoR PACGdO . , s s Yl. TYPICAL ANCHORSUMU—BAD£ COUNTY APPROVED IdUU SEE kiEY• FOR SPASPACINGCH & UU UON ANCHORS SEE SEPARATE HOA Z �I s � A • s �a O 9 v t ALT. Q Q¢ G Y� RANCHORS SEE p SPACING .♦{{ �yN{ Q i�d r•1 N QQ 1� �n m O O M Q Ile Mom z SHIMg ALT. 5 c W m8 k� a.• 0 d d N • • TYPAL ANCHORS W D3 SEE ELEV• FOR SPACING •D � ssgg,, e • d ', ,' AROMICr WRIho $ $ 1 ' � � F1orTAt O"'•'. e " Aemptace No -O 11'i"on Bite ALTo' • J O/ y O 0 I 3 11BW Bits! .. � . < m v �•• �vr � INSTALLATION DETAILS WrM FLUSH FRAM ADAM O --AV.NwmPRtmUCTRtiVlSBt) •F(Mal �39 nnldlneCL,a1t1i0IRof�Ai .. ♦v' P°.v v v AtteplaroeNo �illob R� g •�U_ „• P". .•�v,. ♦ I ♦ � bo�d By de047it1g n0. 71�PICAL ANCHORS M "pr." SEE aEY FOR SPACING W09 sheet Sof 5 n STRUCTURAL CALCULATIONS H AN SEGAL PROPERTY NEW INTERIOR STEEL FRAME 500 NE 9e ST. M AM SHORES, FL. 33138 INDEX 1. Load and Materials 2. New Interior Steel Frame 3. Footings 4. Connections .. ... . . . . . .. Codes. FBC 2010 Edition • • • ASCE 7-10 •• ••• •• •• NDS 2014 Revised Edition ACI 318R-05 "'000 .... AISC Ninth Edition• W5 -®r---% ... . . . . ... . . . ..... . ... ... ... .. . . .. .. . . ...... . Page 1-10 11-21 22-27 28-37 , . ` JOB ^ wwssr . ... CmCwLwww DATE m*smmam CATE SCALE U' n .""^"",",""^m",".""^"",^,"","^,"`**°"",^`"°^"","`""^5"~"`"' ~°~.~-~~.~~.~-~° All ri 4-1 ~°~.~-~~.~~.~-~° ' measr . _-----_� _ C�_'_ SC" o ` " " ^ , ° , " ` " " " " " , v , , ^ . " " , o . " * , ^ ^ , o 1 2 3 4 5 8 1 2 ^ *//,�,�, , " w " , o , " , " " ~.~~~�~_~~~~~^~-ft~~~~.~_~~~~~.~-~~~~~.~-~~~~~.~-~._~~~~-~~ man MM on a IN pa mastillanummuran MINIBUS ma muumuu MR ;.d - IN m x4PEWIJ Memo Aw- MAR IN IN .19M MI on Man meMMUM No 14 0 MIKE ~.~~~�~_~~~~~^~-ft~~~~.~_~~~~~.~-~~~~~.~-~~~~~.~-~._~~~~-~~ JOB .' . OF - DAM xmmCmsx DATE aMmE ^ '^''~'`^`^^'^^^^'^-''''''^`'~^`^`^^'^^`^'^^'^^`^'''''-''''' -~°~~~^~-~~~~~~°-~~~°°~~-~~~~~~~~~~~^~~~-~~~~~~~-~~~~~~~-~~ , MW ran on vit my MEN IF -~°~~~^~-~~~~~~°-~~~°°~~-~~~~~~~~~~~^~~~-~~~~~~~-~~~~~~~-~~ , JOB ern% OF CALCULATED BY DATE CFEeY DATE SCALE _ _ __ _ _ _ _ __ _ _ __ � � � � � � .. � . .. . r � w w � r r r r � w w � v o w o � W A � W O A • � b W " w wtvw�w..w " ■ariaia■■riiliir[41Ml7!! lira■■■risia#■ar aala#brrr 3E! ■r■b! b�■■�� !/�Ii■rr■ a#ia b ��[��na� ■a rib■ iiNlb�bi bl .► . ■� a■ iNn�ab Human �###!il�li�■i in ■iwr ,i#i11.. � r; i� �r t 1 tRrAM •r Vic. .�2mm !a irar#i l �■bi.::# ■#� a�naali�an �1Y ■WErm�on r# i ■ i dab iaa ilirraal rlaiU ! s.■ a a■a� ■ i ■ lb ■ar raa!la�tlrar ■�� iii ■br[ ■ b r■aarl aa.� {� # H #!! ■: �� i l aim raa �il t ■s■ ral■aiir aiia#■■rarl#■�_■iaa■■r�ill#a� ■r �■■ a� a ar ■■■ra■ ■i� i !ice ■ i ■ ! u Ram ■ !a rr j bIm ; !# !! ■�r■i ■ i�j ■■! vara ■ ra ■ ��r!!■!■ laitl#irral# an rra��il■#■■ a #�i■ �somm!!■it/aia■iirri�� iaa#iflrrai#a raal■ba it rl�■ i �alMra!9 vii■# #ra€ra la## ! ural■!aril#r #!# r■lln ■r��ia■R iMEIN !#■laib■b bariaaii■ri laa#lrrrl#■aaa ll #lriliaiariri! i■rraur■!ir■ilarriri rill■lltii##i ■■■aarls■■!ar araliirl #li, i ��r ■r H r■ i#r alli�rrrauu�iilr 1�lii■i#!tray■arra !■bila■■lrrrirr arl # ■l■tar lrrr■r!!r i . lriali r ■l■■WMA ! �! :fi■r ■arar#■r #■i b ■�■aaa �Eibl�N a�saasrlata=■lia�a � a�■r t��������lrar� �raxx i� . a i� ■ ■a a� _ _ __ _ _ _ _ __ _ _ __ � � � � � � .. � . .. . r � w w � r r r r � w w � v o w o � W A � W O A • � b W " w wtvw�w..w CESAR- M. CAVO A.I.A. a r c h i t e c t STRUCTURAL CALCULATIONS INTERIOR REMODELING FOR A RESIDENCE PROPERTY OF ILAN SEGAL LOCATED AT 500 NE 96 ST MIAMI SHORES, FL 33138 4905 Campo Sano Ct. Coral Gables, FL 33146 Phone (305) 740 7929 Fax (305) 740 7929 REGISTRATION No. 4929 STRUCTURAL CALCULATIONS RAN SEGAL PROPERTY NEW INTERIOR STEEL FRAME 500 NE 966 ST. NIIAAR SHORES, FL. 33138 INDEX Page 1. Load and Materials 1-10 2. New Interior Steel Frame 11-21 3. Footings 22-27 4. Connections 28-37 Codes: FBC 2010 Edition ASCE 7-10 NDS 2014 Revised Edition ACI 31SR-05 RISC Ninth Edition Project Name: INTERIOR REMOD./RENOV. FRAME Location: MIAMI, FLORIDA By: ANS Start Date: 4/21/2414 Comments: BASIC7WIND SPEED: 175 MPH F:*MRYUNTERIOR STEEL FRAMEIWIND LOAD.wis INTERIOR REMOD./RENON. FRAME n01 zt, 2014 Local Information 41Yr Wind Dir. ! Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: Mone Optional Factors This project uses load combinations from ASCE 7. MW Loads on ShwWrm INTERIOR REMOD./RENOV. FRAME Apri121, 2014 _ �s Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall i Length(ft) 1 Overhang(ft) 1 50.0 3.0 2 80.0 3.0 3 50.0 3.0 4 80.0 3.0 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Flat WMmd Loads on S#uc Wm V" wa v INTERIOR REMOD.IRENOV. FRAME Composite Drawing D D April 21, 2014 D Wind Loads on Sbuctunes a 2 1 q 3 4 D Wind Loads on Sbuctunes a INT�RIOR REMOD./RENON. FRAME ApMZ,,za,a ZF Components and Cladding Input �/ w L SparqMfQ WOW JOIST a 1fr Roof A (AN) 10-0 1.3 33.3 Wind Loads on Structures INTERIOR REMOD./RENON. FRAME April z1,zo,a Components and Cladding Output 8%� Component Description Surface Zone z(fi) I q(psf) I GCp I GCpi I ExWres(psl) Net wl +GCpi (pot) I Net wl 46 (psf) WOOD JOIST @ 16" A 1 10.0 56.6 025 0.18 14.2 4.0 24.3 10.0 56.6 -0.95 -53.8 -64.0 -43.6 10.0 56.6 -1.65 0 -93.4 2 10.0 56.6 0.25 0.18 14.2 4.0 24.3 10.0 56.6 -1.43 -80.9 91. -70.7 10.0 56.6 -1.65 0 -93.4 3 10.0 56.6 0.25 0.18 14.2 4.0 24.3 10.0 56.6 -1.91 -108.1 -118.3 97.9 10.0 56.6 -1.75 0 991 Wind Loads on Strucbures iNTERIOR REMOD./RENOV. FRAME April 21, 2014 MWFRS Net Pressures r This data was calculated using the building of all heights method. Wind Direction 2 # Isurface 1z (ft) I q (psf) I G jCp jGCpI Ext Pres Net w/ +GCpi LPI Net w/ -GCpi (Psf) 1 Side Wall 10.0 56.6 0.87 -0.700.18 -34.5 -44.7 24.3 2 Windward Wait 10.0 56.6 0.80 39A 29.2 49.6 Overhang Top 10.0 56.6 -0.900 -14.3 Overhang Bot 10.0 56.6 0.80 39.4 3 Side Wap 10.0 56.6 0.87 -0.700-18 -34.5 -44.7 24.3 4 Leeward Wali 10.0 56.6 0.87 -0.500.18 24.6 -34.8 -14.4 A Roof 0 to 5.0 * 56.6 0.87 -0.900.18 -44.3 -54.5 -34.1 5.0 to 10.0 * 56.6 -0.90 -44.3-54.5 -34.1 10.0 to 20.0 * 56.6 -0.50 24.6 -34.8 -14.4 20.0 to 50.0 * 56.6 -0.30 -14.8 25.0 -4.6 0 to 50.0 * 56.6 -0.18 -0.9 -19.1 1.3 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cam. * Distance from windward edge. Wind Loads on Stnictures INTERIOR REMOD./RENOV. FRAME April 21, 2014 MWFRS Net Pressures �® � This data was calculated using the building of all heights method. Wind Direction 1 # Isurface 1z (ft) Iq (psi) IG jCp GCpi Ext Pres Wet tar/ +GCpi ( Net wl -GCpi (psfl 1 Windward Wall 10.0 56.6 0.88 0.80 0.18 89.8 29.7 50.0 Overhang Top 10.0 56.6 -0.900 44.8 Overhang Sot 10.0 56.6 0.80 39.8 2 Side Wall 10.0 56.6 0.88 -0.700.18 -34.9 -45.1 24.7 3 Leeward Wall 10.0 56.6 0.88 -0.380.18 -18.9 29.1 -8.7 4 Side Wall 10.0 56.6 0.88 -0.700.18 -84.9 -45.1 24.7 A Roof 0105.0* 56.6 0.88 -0.900.18 -44.8-34.6 -55.0 5.0 to 10.0 * 56.6 -0.90 -44.8 -55.0 -34.6 10.0 to 20.0 * 56.6 -0.50 24.9 -35.1 -14.7 20.0 to 80.0 * 56.6 -0.30 -14.9 25.1 -4.8 0 to 80.0 * 56.6 -0.18 -9.0 -19.2 1.2 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. * Distance from windward edge. Wmd Loads on Structures -- -- - - - - - - - - - v w m - - w - 0 v h O - 4 W ♦ b 0 Iw O . . . . 0 0 P O • b W SHEET NO. ,►TEDSY CHBOM SOLE OF3 UM OATIE -- -- - - - - - - - - - v w m - - w - 0 v h O - 4 W ♦ b 0 Iw O . . . . 0 0 P O • b W JOB ANO.-_ OF --:F Z DATE CHEM= DATE SCALE • 1 3 4 6 6 7 4 1 2 S{ 9 A I w ■ owl iii IN a JAW 1 LO no on onii a■ is In a ME EMN MI Um- A on In IN v An so on so low "Sit O'N a Mml- IN U a ■ifiiiiiirim r J BREEr fn CALCUIATED BY. DATE CHECKEDear DATE � ■ is H tit � s+ +��r �.. • .: ar , s :Nt� itit ittiit�ittt�ii, 1i hitt , ■ `xy'i41 i. 1►��!:liii!�!�H ['.:' titriiirtrR .���w� titttittit ifti' iitttt tr►lit% �) 1■ �rwriiir �r it�..a '� W: f - �-,1,��ii� Nt H■ Hili a tt rim, � �A�HN ■i[i i t i' tFH►� ■sit �� titt rr �r�tii ttl tas r� -8tiaiHilifiH a ii ���H �s �i�ttti rrtir fit .�i�� ■ ii mmmit rt htir iiiiti{tit H ams �■ hitt i�il��� iMW rrr Hii, ��i iii H ■ flf���N�i !!t� �t��ii iii iEt�tai � t ii ■ItitR i tr tttHl tait i �ONE r itrr man � r N +qtr itr �i0 r irt�rir�ittr�rtan itril[iiRr�tatitrno �triiet�riiitmti man titrlHiiiatH#itttrH arttiri�tit iittit�tSitl�tHtitti�iNliittiiti�tl�Nlitttt /ftittman iiirtlil �itiii��iiti rimass ittiitiKama itiHi trttrttittiittttlirta itrit i� < �� iH itHitHgl� ritaR1�i� #!� ■ tt�ititi hitt tt�il�i %t�11�Hiit��t H ■�ilttt i�tr�i�tiiit Httiit s■� an ti arrH Milt tti fl�a t __ - - - ._ - - .. -- r .. r- v o, o o„ a .. ..• c o w s. W • 0 O N 0 .- . W s 1 I 1 1 1 . A tr ''8 x z . 14/�? INTERIOR STEEL FRAME Apr 22, 2014 at 4:53 PM INTERIOR STEEL FRAMEAd INTERIOR STEEL FRAME Apr 22, 2014 at 4:55 PM INTERIOR STEEL FRAME.(3d Company Designer • --�-- INTERIOR STEEL FRAME Apr 30, 2014 ZrS AM Oaslc Load Cases is (_ r%mcffmin!><v. rQh,.....,. Y ^--.+ y -- s 7 -- 1..:... n..:... r%L..`a......r s— nA- I � �.i fir"►rte ��1� ��� Load Combinadons MNembw ASD Steel Code Checks (By Combinadon) 1 r 111a.nf r Sh� ! if, U~ 1 —m Cl. 1 if% 1 ....rpt res. c_m_n CRI—a RISA -313 Version 5.0 [F:IHARRYIINTERIOR STEEL FRAMEUNTERIOR STEEL FRAME-1.r3d] Page 1 Miff -�Emrlxr "T "W;m ����++°°+����►'l��! 1x'1 ��������®+����,����� RISA -313 Version 5.0 [F:IHARRYIINTERIOR STEEL FRAMEUNTERIOR STEEL FRAME-1.r3d] Page 1 w Loads; LC 1. DL ResnSa for LC 1, UL Rion unft are k and k -t! —� INTERIOR STEEL FRAME ! Apr 22, 2014 at 5:26 PM i I INTERIOR STEEL FRAMEAd I loads: LC 2 LL RMft fw LC Z LL Reacbm unit are k and k -R INTERIOR STEEL FRAME N; 4.542 Apr 22, 2014 at 5:27 PM iNTERM STEEL FR"E.r3d w I oadx LC 3. VW4VAlW Resugs for LC 3, R units ale k and" INTERIOR STEEL FRAME Apr 22, 2014 at 5:28 PM INTERIOR STEEL FRAME.f3d Loam Lc s DL * LL ResuRs fmLcs.DL+LL Ramon utas are k and k-ft INTERIOR STEEL FRAME Apr 22, 2014 at 5:30 PM INTERIOR STEEL FRAMEAd Leack LC6..6DL+.6WEd1 Resew for EC 6, . + .8tfl LM Reactlem wills are k ard k4t INTERIOR STEEL FRAME Apr 22, 2014 at 5:32 PM INTERIOR STEEL FRAME.r3d J013 8NEffT NC CALCULATM DOE CHECKM DATE w. a a .. a. a w. a e w e. w a. e. e. a.. e e .. e. a e. a e w<• a e+ e o w e a s WWI mill I I � ci „�17i���rf__ s ii #tiiiiiril��es:rilta ■IN iiiliiii�i , � �� iii ■ iiili ii T � i� � 1�iH%� �I�� � ■Il�l�ld����� mm ��r�. �i i[1��� � •�I�i�� � r�' ar'� rr�, <�r� •■j. ..}r� ... II�������I€,I�i�i!` , .!f.;,��ir�.��(L:�'r .?!�� ��:!]4idCS ltt,,gg Crr,.'t. 1Mtt� l'(I�'�'� Off" ■iiiii Viii Ii i i� ■iii iiil�ii �` ��ii ■■r■a�ill�■ �� ■ +r�rrr! i�!tl�'!i� iiiiiif�ii �il���l�iil���f ,, ids! I ►Jf11.. srie�rif{,� I•>MlaO, ter. , ... M J!/L 0• r , ■ �IIIIIII�� pool �iL.r M'� r1'f1ii�l♦1�1 r��112 ii f... I ne'y I : lr leo_z- � !W i i (tt , 'G irye►1'J�rff l� i )� 1 iv :Uw��fiitiiiiii i����F�N����i�i����i � �N�iiiii• ■ii ■i I�pll��i#iM ■ itlii�� fi fi ■ ! Eii/N ���M�l� � i� i��� iilMltl� ilaiiitfiiiil��� �itii i! SM MOKWK� ■iiii8 I Miiil�iiii•ii 1�[11ii1�111i1MEN M MM�iiRiiiiii��iiii�i dii�lil iiA BEi/il 1• a 0 iNl�iriiiiii liilmuss Stan i!!■ssomioiii WHO M �iRoom ■■fiii:r•�tSOMEONE noMSM iii/iii#}l��tis iiia tllfii�[�tl•i �lasom ino i#I� ■ ■ om on IM /� ■Nil• � NiE�i ■ in �itii��iii 0 Ei)rEiiilsi• lli 0 ilii illi rNii■i;<SN;• a Miii iii i ! liiiiRoom ��� ��� a � �� � ■i lil ■ ii ■ I: w. a a .. a. a w. a e w e. w a. e. e. a.. e e .. e. a e. a e w<• a e+ e o w e a s .r Company Designer Job Number: Joint Reacbbns (Sy Combinathon) INTERIOR STEEL FRAME Apr 28, 2014 4:31 PM Checked I3y: RISA -3D Version 5.0 [F:IHARRY\INTERIOR STEEL FRAMEUNTERIOR STEEL FRAME-1.r3d] Page 1 WRENN WEEM �© � �■ � Ego RISA -3D Version 5.0 [F:IHARRY\INTERIOR STEEL FRAMEUNTERIOR STEEL FRAME-1.r3d] Page 1 V4 FOOTING CENTRAL COLUMN GL 1.146 ft Z X A lowabie Soil Bearing :2000 psf Concrete Weight :150 p of Concrete fc :3 ksi Steel fy :60 ksl B N 1123.22 psf DL + LL .51t < S a (104 1123.22 psf 0 psf [l Uplift Flemne Design M wmffn MuXX Ij6 3.354 k -ft Mm mum Mu?Z ISS 3.354 kit C L 1.2DL+1.6LL 1.2DL+1.6LL X Dir. • .� (min) Z Dir. :.648 k? (min) Stan Slur Cock Rados (Vu Id VC) Two Way (Punching) Shear .13.9 1.2DL+1.6LL One Way Shear, X dir. cut .11 1.2MO ALL One Way Shear, Z dir. cut .11 1.2DL+1.6LL Overturning Mooren# SO* Factors (OTM SF) OTM SF Abut X X Axis WA, DL + LL OTM SF Abut Z Z Axis NA DL + LL Concrete Bearing (For VwUcal Loads On" Maximum Eki IA3 18.708 k 12QL+1.6LL Allowable Bc 368.475 k Loads P Vx Vz (k) Nix (k ft) mz k -ft t3verburden DL 3.8.37 110 LL 4.162 +p +Vx +Vz +Mx +Mz A D D C B A A D s -- .7:- _ A, PrqMde 6 -h bars MTO A lowabie Soil Bearing :2000 psf Concrete Weight :150 p of Concrete fc :3 ksi Steel fy :60 ksl B N 1123.22 psf DL + LL .51t < S a (104 1123.22 psf 0 psf [l Uplift Flemne Design M wmffn MuXX Ij6 3.354 k -ft Mm mum Mu?Z ISS 3.354 kit C L 1.2DL+1.6LL 1.2DL+1.6LL X Dir. • .� (min) Z Dir. :.648 k? (min) Stan Slur Cock Rados (Vu Id VC) Two Way (Punching) Shear .13.9 1.2DL+1.6LL One Way Shear, X dir. cut .11 1.2MO ALL One Way Shear, Z dir. cut .11 1.2DL+1.6LL Overturning Mooren# SO* Factors (OTM SF) OTM SF Abut X X Axis WA, DL + LL OTM SF Abut Z Z Axis NA DL + LL Concrete Bearing (For VwUcal Loads On" Maximum Eki IA3 18.708 k 12QL+1.6LL Allowable Bc 368.475 k Loads P Vx Vz (k) Nix (k ft) mz k -ft t3verburden DL 3.8.37 110 LL 4.162 +p +Vx +Vz +Mx +Mz A D D C B A A D s -- .7:- _ A, PrqMde 6 -h bars A CENTRAL FOOTING WL 1. 146 ft Z Alkwable Soil Bearing :2508 pef Concrete Weight :159 pd Concrete fc :3 Mi Stw ty :60 Mi Loads DL WL Service Soil Bearing Maximum Bearing MaxlAHowable Ratio L Vr4 Fkmm Design Maximum MuXXl0 .154 kit Ma)ftm MuZZ /jzf .154 k4ft N C .9DL+I.OWLZ .9DL+1-OWLZ X DW. Steel: .648 ft? (min) Z Dir. Steel: .648 int (min) - maximm show Cho(* Pidios (VU 10 VC) Two Way (Punching) Shear .006 .9D1 +1.OWLZ One Way Shear, X dw. cut .005 9DL+1.MNLZ One Way Shear, Z dir. cut .005 gDL+1.OWLZ Overt ndng NWmat Salify Factors (OTM SF) OTM SF About X -X Aids MA .6DL + -6Wt.7- OTM SF About Z -Z A)ft MA .6DL + .6WLZ Concrete Bearing (For Vertical Loads Onkl) Ma*nuffn Bu 10 .906 k .9DL+I.OWLZ ARmable Bc 36B.475 k Vx (k) Vz (k) Nb((kft) Mz (k #t) Overburden PSO I I T-110 I +VX +VZ WN +MX W --.N +Mz +Over Elm A D D C B A A D 1: C Alkwable Soil Bearing :2508 pef Concrete Weight :159 pd Concrete fc :3 Mi Stw ty :60 Mi Loads DL WL Service Soil Bearing Maximum Bearing MaxlAHowable Ratio L Vr4 Fkmm Design Maximum MuXXl0 .154 kit Ma)ftm MuZZ /jzf .154 k4ft N C .9DL+I.OWLZ .9DL+1-OWLZ X DW. Steel: .648 ft? (min) Z Dir. Steel: .648 int (min) - maximm show Cho(* Pidios (VU 10 VC) Two Way (Punching) Shear .006 .9D1 +1.OWLZ One Way Shear, X dw. cut .005 9DL+1.MNLZ One Way Shear, Z dir. cut .005 gDL+1.OWLZ Overt ndng NWmat Salify Factors (OTM SF) OTM SF About X -X Aids MA .6DL + -6Wt.7- OTM SF About Z -Z A)ft MA .6DL + .6WLZ Concrete Bearing (For Vertical Loads Onkl) Ma*nuffn Bu 10 .906 k .9DL+I.OWLZ ARmable Bc 36B.475 k Vx (k) Vz (k) Nb((kft) Mz (k #t) Overburden PSO I I T-110 I +VX +VZ WN +MX W --.N +Mz +Over A D D C B A A D . . .JOBCAMCNECM WESrALE --'---~-~~~~°~~-~~ ' JOB swo.---- CALCULATED ett DAT9 CHECM DATE p•• m O n m • b A •• m n B .. b p• 4 0 !. • b m••• n• 6 p••• n• b• ••• b•. p .. • m m n•. p m ■� . ilPRY E!E!€€yy€y!y!jjj������ y�L% �� �� ■� ���:f�,e`:� .:+If�.f ' .N.���i1 M'f'r ES ■ems ��� ■ ��u� ������ ME ��i�1J L'���.�a►l���e�',�� f/, �:1►:�'r�/�;� �'/���,jC>�/t�"i�,�� � �"I ,�,�� fly i� eyf r�,1�. �4r;. MIM -111, i"wo Mmmw NO now �11�1li� Aman iiiIN 0����mass numn/ a milmsm ■moi mus sre� RUNEAR r ■ � �i��� mss m"m � on ■ �9 MONo � no �n p•• m O n m • b A •• m n B .. b p• 4 0 !. • b m••• n• 6 p••• n• b• ••• b•. p .. • m m n•. p m Joe SHM NO - OF.., oauo 'Wer DATE CHSCIODeY Date scALS � JOB w�a� .- � . =~.=~.W DAYE �. CHsOM DATE � ` SCAM ,.'''''''''''''' � - --'---------~~~-~~~~~.~-~~~~"~~~~~~~°.~~~~ t PIA am fill .41 -77 t4 f - --'---------~~~-~~~~~.~-~~~~"~~~~~~~°.~~~~ Company Designer Job Number: INTERIOR STEEL FRAME Apr 29, 2014 .T07,P' 3:31 PM Checked By , Joint Reactions (BY Combfnatfon) X Qkl Y_IIcL Z !kl -WIke RISA -3D Version 5.0 [F:IHARRYVNTERIOR STEEL FRAMEUNTERIOR STEEL FRAME-1.r3d] Page 1 CQUNIN BASE PLS Q M. j.sF kTE GRAVITY LOAD - Bearing Pressure Maximum Bearing ksi Max/Alk wable Ratio .271 DL + LL (ABtF =1.000) .569 .011 0.5 in Plain Base Plate Connection Base Plate Thickness :.5 in Base Plate Fy : 36. ksi Bearing Surface Fp : 2.1 W Anchor Boit Diameter :.62.5 in Anchor Bolt Material : A307 Anchor Bolt Fu : 50. ksi Column Shape : Pl 4.0 Design Code : AISC ASD 9th - Base Plate+ Stress Maximum Stress 1.966 ksl Max/AllowaWe Ratio .073 DL + LL < ® (Ok-) (ASiF =1.000) 1.965 (ksQ .007 - Anchor Bolts Knit X (inl 7 linl Tara M VY (kl V7 M Ft (kiit Fv (hail Unitw Cnmbimbon 1 2.75 2.75 0. 0. 0. N.A. NA NA DL + LL 2 2.75 275 0. 0. 0. NA NA NA DL + LL 3 2.75 2.75 0. 0. 0. NA NA NA DL + LL 4 2.75 1 -2.75 0. 0. 0. 1 NA NA NA DL + LL Loads DL LL P k Vx k) Vz Nbc (k -ft) Mz k -ft Reverse 3.837 1 1 No 4.162 1. 1 No X COUMN BASE PLATE WIND LOAD 3 Bearing Pressure Maximum Bearing .641 Mi MaWAllowaWe Ratio .305 AM + .6WL 1,0 (OX) (ABiF =1.000) Base Plate Fy : 36. Mi Bearing Surface Fp : 2A Mi Anchor Boit Diameter : in Anchor Bolt Material : AW Anchor Bolt Fu : 60. kai Column Shape : Pt 4LOX Design Code : AISC ASD lith i .644 (k9Q 4. - Anchor Bobs FWt X rtnl 7 [inl Tans M Vx M V9 (k1 Ft tknil Fv 1knil t lniiv [`.nenhinatinn Loam DL WL P k Vic Vz (lc) Nk(k ft Mz (k -ft) Reverse 2.302 into -6.46 Yes JOB ZSF SF(EErNo. CIF- CAUXAAIW DATE CHECKED DATE SCALE m . . m . O m P . - . . I . O P O � . Q . . . 1. . . . . . . . t o - a . ♦ . m P m - a a . . O . • . . i! 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TED ONE DATE SCALE I F - i-_ ' I. .i.._ �:� _ i- - • + n a r a 1 8 3 ♦ 8 8 1 8 1 a a 4 8 B 1 # F I } ( ( # •..i. •��„•#•--o.-. _..�.. 1.....o-. a i a 8 + ITI 7 i `• f-4- m _'}^'^'�„�..'•.�..-•'^. t , Y r ..�......i _....t...•.S. 5.....#.._.' ...5......f _.}.....1...... ....s.... s.. I i 4 -¢t.-. ."�'.._.�.• fit Fl f _£ �...:�...r e f Lit- -4 T PT, i a 1 1 3 ' , i. # # F 44- es »F---'�'.-.. F y # .. # _.j..... , ........F...^ ..i......�._., i i i .....�..L--a.....�.,...'+i,_..�.._. «. s_...�..-.s.._. .. #.... y {��_...ij^...�..i-._.�..,_,.._ �._3^.^a-...5......i... S s r F # i-•- ^ _ ? � �..�..�._. [{ ._�' .�'�'_'.r...�......�...�._ ..4.- + F •.-.ti- .�...: 8 a -.-3--.i.-..•£.-_ E_._.t_ _.;_.-e_9.....},.._ } ........i.._ •��. # ...: � i t ._.4"_s—_: 3- S I ' � £ - `i � 'j_.'}"_"f_'...y .�.._f..» { I ? f £ { £ # i i _s_ ._ _....'._.i i f' 1 _...�. 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Designer 4:26 PM Job Number: INTERIOR STEEL FRAME Checked By: Joint Reactions By Combina kw) Lc Jaw I x fkl -ArOF&- 7 nki we lk-M Mr ok an P" Ik-M RISA -3D Version 5.0 [F:\HARRY\INTERIOR STEEL FRAMEIINTERIOR STEEL FRAME-1.r3d] Page 2 4/160 c QIRF Qxr, .769 d;r�7 PJ/;Lrl kWjk TO JFJ(fA WbAJ IN, &)LX,;, -Al-000 cin, orzhwi �G Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 TN: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been reglad by XLdS•AA QeC-•Mto perform mal inspector sem under the Florida Bulling Code at the two Ar- at& *q7 prafect on Ztta bar listed structures as of 04—"-t4- (die). I am a registered architect or professional wow licensed in the Stile of Florida. PROCESS NUAABERS: ❑ SPECIAL INSPECTOR FOR PMG, FBC 1827120 (R4404.6.120) ❑ SPECIAL INSPECTOR FOR TRUSSES >35'LONG OR W HIGH 2319.17.742 (84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REItFORCED MASONRY, FBC 21274 (84407.54) VK SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (84408.52) )0. SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS 8 ATTACHMENTS, F8C 1927.12 (84405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marW boxes ably. The fdWng in Mdual(s) employed by this firm or me are authorized representatives to perform irtsped)an 1.1 &aj?Y 2. 3. -- 4. *Sperm Inspeclors ubbq authonzed representatives shall insure the authorized represerdaft is qualified by education or licensure to perform the duties assigned by the Spial inspector. The qualftdons shad dude 11censure as a professional engineer or architect graduation from an engmrmg education program in ova or structural Lural a tg, graduation from an architectunil education program; successful completion of the NCEES Fundamental Examination; or registration as building Inspector or general contrador. 1, (we) will notify Miami Shares Village Building Department of any changes regarding authorized personnel peforming inspection services, 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Budding Department Inspector. All mandatary inspections, as required by the Florida Uding Code, must be p ubv ed by the County. She Vftp budding inspections must be calletl for on all mandatory Inspections. Inspecdom perbmed by the Special Humor hired by to Owner are in addition to the mandatory it ons pert irned by the DeierbnenL Further, upon completion of the work under each Building Permit I will subrrd to the Budding Inspector at the time of final mon the compleW inspection log form and a sear statement Indicaft that, to the best of my knowledge, belief and professional judgment Those portions of the prsood outietml above meet the intent of the Florida Budding Code and are In substantial accordance with the approved plans. Signed and Sealed Engin'/A rchiW Name c+uo ow • Addnw ! ROCp C3e.�tPo 9�o c3�' DATE: _ 0 - phone No. qWS V40 °l eat - Created on 6/10/2009 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Interior Remodeling & Renovation - Builder Name: Street 500 NE 96th ST Permit Office: City, State, Zip: Miami Shores, FL, 33138- Permit Number. Owner. Ilan Segal Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing Existing (Projects 9. Wall Types (4104.4 sgfL) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=0.0 3543.90 ft2 b. Concrete Block - IM Insul, Adjacent R=0.0 560.55 ft2 3. Number of units, If multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10. Catling Types (3602.0 sgft.) Insulation Area a. Under Attic (Vented) R=19.0 2097.00 ft2 6. Conditioned floor area above grade (ft2) 3602 b. Under Attic (Vented) R=30.0 1505.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(788.4 sgft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 145 a. U -Factor: Dbl, U=0.65 788.44 ft2 b. Sup: Second Floor, Ret: Second Floor, AH: Seco 6 45 SHGC: SHGC=0.30 b. U -Factor. N/A fF 12. Cooling systems kBtu/hr Efflcency SHGC: a. Central Unit 60.0 SEER:20.00 c. U -Factor NIA ft2 b. Central Unit c, Central Unit 36.0 SEER:17.50 24.0 SEER:20.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Strip Heat 34.1 COP:1.00 SHGC: b. Electric Heat Pump 9.6 HSPF:9.30 Area Weighted Average Overhang Depth: 2.533 ft. c. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0,300 14. Hot water systems 8. Floor Types (3720.0 sgft.) Insulation Area a. Propane Tankless Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 2838.00 ft2 b. Conservation features EF: 0.590 b. Raised Floor R=11.0 764.00 ft2 None c. other (see details) R= 118.00 ft2 15. Credits Pstat Glass/FloorArea: 0.219 Total Proposed Modified Loads: 86.00 PASS Total Standard Reference Loads: 107.87 1 hereby certify that the plans and specifications covered by Review of the plans and 4 -TUE S -r this calculation are in compliance with the Florida Energy specifications covered by this Code. -,�.. calculation indicates compliance Florida Energy PREPARED BY: / with the Code. Before construction is completed C DATE: this building will be inspected for compliance with Section 553.908 0 , 1 hereby certify that this building, as designed, Is in compliance Florida Statutes. 5� COD with the Florida Energy Code. WE OWNER/AGENT: - - • BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Interior Remodeling & Renova Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3602 Lot # Owner. Ilan Segal Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 500 NE 96th ST Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: 231000 Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: Existing (Projected) Comment CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2097 17824.5 2 Block2 741 6669 3 Block3 764 6494 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2097 17824.5 Yes 3 2 1 Yes Yes Yes 2 Maids and Play Rm 741 6669 No 7 1 1 Yes Yes Yes 3 Second Floor 764 6494 No 3 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 224 ft 0 2097 ft' ____ 1 0 0 2 Slab -On -Grade Edge Insulatio Maids and Play 143 ft 0 741 ft2 1 0 0 3 Raised Floor Second Floor — — 764 ft2 11 0 0 1 4 Floor Over Other Space Second Floor — 118 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 1/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Gravel 3615 1`12 152 ft2 Medium 0.96 No 0.9 No 0 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Vented 300 3602 ft2 N N 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Tniss Type 1 Under Attic (Vented) Main 19 2097 ft2 0.11 Wood 2 Under Attic (Vented) Maids and Play 30 741 ft2 0.11 Wood 3 Under Attic (Vented) Second Floor 30 764 ft2 0.11 Wood WALLS # omt AdjacentSpate TO Wall Type Cavity Width Height Sheathing Framing Solar Below _ 1 NW Exterior Concrete Block - Int Insul Main 0 63 6 8 6 539.8 ft2 0 0.75 0 2 NE Exterior Concrete Block - Int Insul Main 0 39 5 8 6 335.0 ft2 0 0.75 0 _ 3 SE Exterior Concrete Block - Int insul Main 0 50 3 8 6 427.1112 0 0.75 0 _ 4 E Exterior Concrete Block - Int Insul Main 0 5 1 8 6 43.2 ft2 0 0.75 0 _ 5 W Exterior Concrete Block - Int Insul Main 0 26 5 8 6 224.5 fP 0 0.75 0 6 SW Exterior Concrete Block - Int Insul Main 0 11 1 8 6 94.2 IV 0 0.75 0 T 7 SW Exterior Concrete Block - Int Insul Main 0 4 8 6 34.0 ft2 0 0.75 0 T 8 S Garage Concrete Block - Int Insul Main 0 25 3 8 6 214.6 ft2 0 0.75 0 _ 9 N Exterior Concrete Block - Int InsMaids and PI 0 13 9 9 1 124.9 ft2 0 0.75 0 10 E Exterior Concrete Block - Int InsMaids and PI 0 8 4 9 1 75.7 ft2 0 0.75 0 `11 S Exterior Concrete Block - Int InsMalds and PI 0 13 8 9 1 124.1 ft2 0 0.75 0 _ 12 E Exterior Concrete Block - Int InsMalds and PI 0 14 9 1 127.2 fP 0 0.75 0 _ 13 S Exterior Concrete Block - Int InsMaids and PI 0 26 2 9 1 237.7 112 0 0.75 0 _ 14 W Exterior Concrete Block - Int InsMaids and PI 0 18 11 9 1 171.8 ft2 0 0.75 0 T 15 N Garage Concrete Block - Int InsMalds; and PI 0 25 3 9 1 229.4 112 0 0.75 0 _ 16 W Garage Concrete Block - Int InsMalds and PI 0 12 10 9 1 116.6 ft2 0 0.75 0 17 N Exterior Concrete Block - Int Ins6scond Floor 0 26 2 8 6 222.4 ft2 0 0.75 0 _ 18 E Exterior Concrete Block - Int Insdiecond Floor 0 31 9 8 6 269.9 112 0 0.75 0 _ 19 S Exterior Concrete Block - Int Ins6bcond Floor 0 26 2 8 6 222.4 ft2 0 0.75 0 _20 W Exterior Concrete Block - Int Ins8econd Floor 0 31 9 8 6 269.9 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood Main None 0.460000 3 6 6 10 23.91666 2 S Wood Main None OA60000 2 8 6 18 20 ft2 3 E Wood Maids and PI Metal 0.460000 3 6 10 20.5 ft2 4 N Wood Maids and PI None 0.460000 3 4 6 10 22.77777 5 W Wood Maids and PI None 0.460000 2 8 6 10 18.22222 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation int Shade Screening 1 NW 1 Metal Double (Tinted) Yes 0.65 0.3 64.8 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 2 NW 1 Metal Double (Tinted) Yes 0.65 0.3 27.1 ft2 2 It 6 in 1 ft 8 in Drapes/blinds None 3 NW 1 Metal Double (Tinted) Yes 0.65 0.3 10.3 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 4 NE 2 Metal Double (Tinted) Yes 0.65 0.3 16.8 1`12 2 ft 6 in 1 ft 8 in Drapesiblinds None 5 NE 2 Metal Double (Tinted) Yes 0.65 0.3 16.8 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 6 NE 2 Metal Double (Tinted) Yes 0.65 0.3 13.6 ft2 2 ft 6 in 1 It 8 in Drapestblinds None 7 NE 2 Metal Double (tinted) Yes 0.65 0.3 13.6 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 8 NE 2 Metal Double (Tinted) Yes 0.65 0.3 19.0 W 2 ft 6 in 1 ft 8 in Drepes/blinds None 9 SE 3 Metal Double (Tinted) Yes 0.65 0.3 120.0 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 10 SE 3 Metal Double (Tinted) Yes 0.65 0.3 80.0 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 11 E 4 Metal Double (Tinted) Yes 0.65 0.3 18.1 ft2 2 ft 6 in 1 ft 8 in Drapesiblinds None 12 W 5 Metal Double (Tinted) Yes 0.65 0.3 31.0 112 3 ft 1 in 1 ft 8 in Drapesiblinds None 13 N 9 Metal Double (Tinted) Yes 0.65 0.3 5.2 ft2 4 ft 0 in 1 ft 8 in Drapes/blinds None 14 E 10 Metal Double (Tinted) Yes 0.65 0.3 13.6 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 15 S 11 Metal Double (Tinted) Yes 0.65 0.3 40.7 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 16 S 13 Metal Double (Tinted) Yes 0.65 0.3 100.7 f12 2 ft 6 in 1 ft 8 in Drapes/blinds None 17 W 14 Metal Double (Tinted) Yes 0.65 0.3 64.8 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 18 N 17 Metal Double (Tinted) Yes 0.65 0.3 20.7 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 19 E 18 Metal Double (Tinted) Yes 0.65 0.3 26.4 ft2 2 ft 6 in 1 It 8 in Drapes/blinds None 20 E 18 Metal Double (Tinted) Yes 0.65 0.3 37.6 f12 2 It 6 in 1 ft 8 in Drapes/blinds None 21 S 19 Metal Double (Tinted) Yes 0.65 0.3 27.1112 2 It 6 in 1 ft 8 in Drapes/blinds None 22 W 20 Metal Double (Tinted) Yes 0.65 0.3 20.7 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wail Perimeter Avg. Wall Height Exposed Wall Insulation 1 645.895 ft2 646 ft2 100 ft 9.5 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 4724.0 259.34 487.73 0.4247 9.1470 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34.1 kBtu/hr 1 sys#1 2 Electric Heat Pump None COP: 9.3 9.6 kBbAr 2 Ductless 3 Electric Strip Heat None COP:1 17 kBtu/hr 3 sys#2 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 20 60 kBtu/hr 1800 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 17.5 36 kBtu/hr 1080 cfm 0.75 2 Ductless 3 Central Unit Split SEER: 20 24 kBtu/hr 720 cfm 0.75 3 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fP DUCTS v — Supply --- — Return — Air CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler CM"5 OUT QN RLF Heat Cool 1 Main 6 145 ft2 Main 60.033 Default Leakage Main cfm (Default) 1 1 2 Second Floor 6 45 ft' Second Floor 15 ft' Default Leakage Second Flo aft (Default) 3 3 TEMPERATURES Programablre Y Ceiling Fans: ,Thermostat: Heat g [X] Jan Feb i , [X] Mar May Jun Jul [Xj I Aug �C] [ ] Steep Oct Oct Nov Nov Dee Venting [[[[ ]]]] Jan Feb [[[[�Xxx]]]] Mar [ Apr L May Jun Jul E I Aug E 1 Sep t^, v Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 500 NE 96th ST PERMIT #: Miami Shores, FL, 33138 - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in / Table 403.4.3.2. Provide switch or dearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 (/,/ + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. / No make-up air from attics, crawlspaces, garages or outdoors adjacent v to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from I 1 site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion doling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/29/2014 2:04 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 500 NE 96th ST, Miami Shores, FL, 33138- 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Adjacent 4. Number of Bedrooms 5 c. N/A 5. is this a worst case? No d. N/A 6. Conditioned floor area (ft') 3602 10. Ceiling Types 7. Windows" Description Area Area a. U -Factor. Dbl, U=0.65 2097.00 ft' 788.44 ft' SHGC: SHGC=0.30 1505.00 ft' c. N/A b. U -Factor. WA ft' ft' SHGC: R W a. Sup: Main, Ret Main, AH: Main c. U -Factor N/A 6 145 ft' SHGC: d. U -Factor N/A ft' SHGC: Area Weighted Average Overhang Depth: 2.533 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2838.00 ft' b. Raised Floor R=11.0 764.00 ft' c. other (see details) R= 118.00 ft' 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=0.0 3543.90 ft' b. Concrete Block - Int Insul, Adjacent 11=0.0 560.55 ft' c. N/A R= ft' d. N/A R= ft' 10. Ceiling Types Insulation Area a. Under Attic (vented) R=19.0 2097.00 ft' b. Under Attic (Vented) R=30.0 1505.00 ft' c. N/A R= ft' 11. Duds R W a. Sup: Main, Ret Main, AH: Main 6 145 b. Sup: Second Floor, Ret Second Floor, AH: Seco 6 45 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Heat Pump c. Electric Strip Heat 14. Hot water systems a. Propane b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 60.0 SEER:20.00 36.0 SEER:17.50 24.0 SEER:20.00 kBtu/lrr Efficiency 34.1 COP:1.00 9.6 HSPF:9.30 17.0 COP:1.00 Cap:1 gallons EF: 0.59 Pstat ®*'iBfi Sr Cr. 45i O � � a r�COD WE`C'���eC *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "`Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ASHRAE HANDBOOK, 2004 FUNDAMENTALS VOLUME, MAIN CHAPTER 26 COOLING LOAD CALCULATIONS: Interior Remodeling & Renovation 500 NE 96th St AREA: 2,097 SaFT. MIAMI SHORES, FLORIDA 33138 DATE: 0401114 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL "J" CONDITIONS: INSULATION: 91 FDB, 79 FWB, OUTSIDE WALLS R-0 76 FDB, 50-60% RH, INSIDE ROOF R-19 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA-U(THER COEFF.)•Tdeq Q= 1697.8 X 3.1 5263 Q= 214.6 X 12 258 DOORS: Q= 43.92 X 8.6 378 ROOF Q= 2097 X 2.1 4404 SOLAR (SINGLE CLEAR GLASS) GLASS Q- AREA -FACTOR (OSF•SH. COEFF.) NE & NW Q= 182 X 45 8190 E & W 4= 53.1 X 75 3983 SE & SW Q= 200 X 65 13000 INTERNAL HEAT GAIN: PEOPLE Q=#PEOPLE'FACTOR SEN. Q= 6 X 300 1800 LAT. Q= 6 X 230 1380 POWER Q=AREWFACTOR(APPL.) Q= 2097 x 1 2097 TRANSMISSION: Q=#PEOPLE'CFM'T.DIFF." FACTOR) SEN. Q-- 6 15 15 1.08 1458 Q=#PEOPLE•CFM'T.DIFF -FACTOR) LAT. Q= 6 15 50 0.68 3060 DUCT HEAT GAIN: Q=FACTOR(R-6)`D.LG/100 Q= 1.4 1200 145 100 2436 LATENT FACTOR (30% OF SENSIBLE) 12980 SENSIBLE TOTAL 43266 LATENT TOTAL 17420 GRAND TOTAL (SEN +LATENT)= 60685 Manual J: 8th Edition Residential Heat Loss and Heat Gain Cakukftm Wage 1 ASHRAE HANDBOOK, 2009 FUNDAMENTALS VOLUME, MAIN CHAPTER 26 COOLING LOAD CALCULATIONS: HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB, INSIDE HEATING LOAD, KW 47FDB, OUTSIDE HEATING: TRANSMISSION: Q-AREA'FACTOR(U FACT.'TEMP DIFF.) GLASS: Q= 435.1 X 29 12618 WALLS: Q= 1697.8 X 4 6791 ROOF: Q= 2097 X 0.9 1887 VENTILATION: Q=FACTOR'CFM" T.DIFFJFACTOR (-)INTERNAL HEAT GAIN (L.P.A.) SENSIBLE: 0= 1.08 1800 0.4 23 - 9171 8714 HUM LOAD Q=FACTOR'SHD'CFM Q= 0.67 10 1800 0.4 4824 DUCT HEAT LOSS Q=FACTOR(R-6)`D.LG1100 Q= 1.4 900 145 ! 100 1827 TOTAL 36661 OR 10.75 EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. ONE 5 TON A/C UNITS 60,000 STUN TOTAL 145,000 BTUH SENS. (SEER 20) (104.01%) TRANE 4TTZ906OA1000AA CONDENSING UNIT AND 4TEE3008A1000AA AIR HANDLER UNIT WITH STRIP HEATERS 10 KW Manual J: 8th Edition Residential Heat Loss and Heat Gain Cakulatfons Page 2 ASHRAE HANDBOOK, 2004 FUNDAMENTALS VOLUME, MAIDS AND PLAY ROOM CHAPTER 26 COOLING LOAD CALCULATIONS: Interior Remodeling $ Renovation 5W NE 96th St AREA: 741 SOFT. MIAMI SHORES, FLORIDA 33138 DATE: 04/29/14 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL "J" CONDITIONS: INSULATION: 91 FDB, 79 FWB, OUTSIDE WALLS R-0 76 FDB, 50-6016 RH, INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA•U(THER COEFF.)*Tdeq Q= 861.4 X 3.1 2670 Q= 346 X 1.2 415 DOORS: Q= 61.4 X 8.6 528 ROOF Q= 741 X 1.4 1037 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREA -FACTOR (OSPSH. COEFF.) N Q= 5.2 X 45 234 E & W Q= 78.5 X 75 5888 S Q= 141.4 X 65 9191 INTERNAL HEAT GAIN: PEOPLE Q=#PEOPLE'FACTOR SEN. Q= 5 X 300 1500 LAT. Q-- 5 X 230 1160 POWER Q=AREWFACTOR(APPL) Q= 741 x 1 741 TRANSMISSION: Q=#PEOPLE'CFM" T.DIFF.'FACTOR) SEN. Q= 5 15 15 1.08 1215 04PEOPLE'CF14'T.DIFF'FACTOR) LAT. Q= 5 15 50 0.68 2550 DUCT HEAT GAIN: Q=FACTOR(R-6)'D.LG1100 Q= 1.4 1200 0 100 0 LATENT FACTOR (30% OF SENSIBLE) 7026 SENSIBLE TOTAL 2U19 LATENT TOTAL 10726 GRAND TOTAL (SEN.+LATENT)= 34145 Manual J: 8th Edition Residentlal Haat Lass and Heat Gain Calculations Page 3 ASHRAE HANDBOOK, 2004 FUNDAMENTALS VOLUME, MAIDS AND PLAY ROOM CHAPTER 26 COOLING LOAD CALCULATIONS: HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB, INSIDE HEATING LOAD, KW 47FDB, OUTSIDE HEATING: TRANSMISSION: (1=AREA-FACTOR(U FACT. -TEMP DIFF.) GLASS: Q= 225.1 X 29 6528 WALLS: Q= 861.4 X 4 3446 ROOF: Q= 741 X 0.9 667 VENTILATION: Q=FACTOR'CFM" T.DIFFJFACTOR (-)INTERNAL HEAT GAIN (L.P.A.) SENSIBLE: Q= 1.08 1160 0.4 23 - 4606 6920 HUM LOAD Q=FACTOR'SHD'CFM Q= 0.67 10 1160 0.4 3108.8 DUCT HEAT LOSS Q=FACTOR(R-6rD.LG/100 Q= 1.4 900 0 / 100 0 TOTAL 20669 OR 6.06 EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. ONE 3 TON AIC UNITS 35,400 BTUH TOTAL / 26,550 BTUH SENS. (SEER 17.5) (113.37%) MITSUBISHI MXZ-4B36NA-1 C.U. AND (1) MSZ-GE06NA-8 & (2) MSZ-GE15NA-8 AIR HANDLER UNIT WITH HEAP PUMP HEATERS 2.1 & 5 KW EACH Manual J: 8th Edition ResMential Heat Low and Heat Gain Calculations Page 4 ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, SECOND FLOOR CHAPTER 26 COOLING LOAD CALCULATIONS: interior Remodeling & Renovation 500 NE 96th St AREA: 764 SQ.FT. MIAMI SHORES, FLORIDA 33138 DATE: 04/29/14 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL -.r CONDITIONS: INSULATION: 91 FDB, 78 FWB, OUTSIDE WALLS R-0 76 FDB, 50-60% RH, INSIDE ROOF R-30 R-11 AT GARAGE TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA-U(THER. COEFF.)Tdeq Q= 984.6 X 3.1 3052 Q= 0 X 12 0 DOORS: Q= 0 X 8.6 0 ROOF Q= 764 X 1.4 1070 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREA -FACTOR (OSF'SH. COEFF.) N Q= 20.7 X 45 932 E & W Q= 84.7 X 75 6353 S Q= 27.1 X 65 1762 INTERNAL HEAT GAIN: PEOPLE 0=#PEOPLE`FACTOR SEN. Q= 3 X 300 9w LAT. Q-- 3 X 230 690 POWER Q=AREA FACTOR(APPL.) Q= 764 x 1 764 TRANSMISSION: Q=#PEOPLE`CFM'T.DIFF -FACTOR) SEN. Q= 3 15 15 1.08 729 Q=#PEOPLE-CFM-r.DIFF.`FACTOR) LAT. Q= 3 15 50 0.68 1530 DUCT HEAT GAIN: Q=FACTOR(R-6rD.LG/100 0. 1.4 1200 45 100 756 LATENT FACTOR (30% OF SENSIBLE) 4895 SENSIBLE TOTAL 16316 LATENT TOTAL 7115 GRAND TOTAL (SEN.+LATENT)= 23431 Manual J: 8th Edition ResIdentiai Heat Loss and Heat Gain Calculations Page 5 ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, SECOND FLOOR CHAPTER 26 COOLING LOAD CALCULATIONS: HEATING: TRANSMISSION: Q=AREA-FACTOR(U FACT. -TEMP DIFF.) GLASS: Q= 132.6 X 29 3643 WALLS: Q= 861.4 X 4 3446 ROOF: Q= 764 X 0.9 688 VENTILATION: Q=FACTOR-CFM`T.DIFFJFACTOR (-)INTERNAL HEAT GAIN (L.P.A.) SENSIBLE: Q= 1.08 800 0.4 23 - 3839 4110 HUM LOAD Q=FACTOR-SHD-CFM Q= 0.67 10 800 0.4 2144 DUCT HEAT LOSS Q=FACTOR(R-6)-D.LG/100 Q= 1 A 900 45 / 100 667 TOTAL 14797 OR 4.34 EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALLS. ONE 2 TON A/C UNITS 24,000 BTUH TOTAL / 18,000 BTUH SENS. (SEER 20) (110.32%) TRANE 4TTZ9024A1000AA CONDENSING UNIT AND 4TEE3001AI000A AIR HANDLER UNIT WITH STRIP HEATERS 5 KW h4o-1--o CESAR M. CANO A.I.A. ARCHITECTURE & PLANNING PHONE: 305-740-7929 REGISTRATION No. 4929 Manual J: 8th Edition Residential Heat Loss aW Heat Gain Calculations Page 6 MIAMI<DAD NIIAAII DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (RER) 11805 SW 26 Street, Room 248 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (780 315-2599 NOTICE OF ACCEPTANCE (NOA} tivww.miamidadeeovleeonon� Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 AEU 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 Ifigh Velocity Hurricane Zone. MSCRIPTION: Series "Ec"uard 500" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertnination 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. N 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 0mcial. This NOA revises NOA# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1145, titled "S-500 Alum.. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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 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 a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI 10--3140, BETI 10-3141, HETI-10-3142, HETI 10-3143 and HETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted underNOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `9DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window --- L.M. ' ; approved on 05/03/12 and expiring on 05/19/16 Manuel P apinr Product Control NOA No. Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 -50 AWAUNUM OUTRWTNG CA9KKM WINDOW APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WMIDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MM—DALE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL MU APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOIAREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WWH WOOD BUCKS BY OTIilDis, MUST BE ANCHORED PROPERLY TO TRAM LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHOJS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOACING CONDITIONS NOT %OWN IN THTC DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOi LIAR1Ta) TO AL SCREWS, THAT ' COME INTO CONTACT WITH OTHER DIS h67LAR I� SHALL MEET THE REQUIREMENTS OF THE FLORIDA MM CODE SECTION 2003.8.4. 8 POINT I= WW. HEIGHT NO. OF TYPICAL UF"NIRS AT SASH 2 38-3 3 80-H r 4 H 76 8 MAXIMUM DESIGN LOAD RATING - + 70.0 PSF (Fat SSW SHOWN OR SMALLER) — 75.0 PSF NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED POR LARGE & SMALL MISSILE IMPACT. Ecamu SHUTTERS ARE NOT REQUIRED. i Vqn JWD AHMAD FLA FE 7=2 PRODUCTRWLW avemapfydigxNlhOmFlmiQ9 b j^ S3 � s: i dremdng no. W11-05 WOOD SLICKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a ... I 71�CN. ANCIO}RS 1 m g = FOUR SPAMG TYPICAL ANCHORS: SEE Em. F" SPAM 1L4" DIA. TAPCON BY 'I1W010-120 M. Fy-82 10) 19° DIA. UL BACON BY 'ELCD' (FU -177 K% Fy-100 11"0) INTO 28Y WOOD SUCKS OR WOOD STRUCTURESS 1-3/8" MEN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,014 SMS OR SELF QHIILUNO SCREWS (owNS 2 cm) INTO METAL STRUCTURES STEEL t 1/8" THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRIL I SCM" (GRAVE 2 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/9") (NO 9111M SPACE) TYPM EDGE �srA INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1" MN, INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT READ. ELL OR JAMBS Po . 3000 PSI MN. C-90 NOHOW/FS1ED BOCK AT JAMBS Pm - 2000 PSI MON. drawing no. W11-05 gAyy�« lanom A{I Product dravtng no. Jp�{ 15 Vd11-05 SEE I .. ., lam FSH■ L.�li �, SEE MMI -mom COUNN nam SSE SMARATE Mk n Is drawing no. W11-05 FRAME HEAD/SWJAMB VENT GLAZING BEAD (IAM. GLASS) .tom .803 04S 1.172 GLAZING BEAD (INSUL, LAM. .a4a .1K _ .120 .7aD Q SNUBBER -.VENT x.888 .CS2 Sao ea 2.611 OMER KEY SNUBBER - FRAME t= PAST g quawff Cosca1PTTOS NATAL I M819R/11UPPLiBB/RBIARSB 1 001 4 FRW I`W1 U./MA GM -T8 2 moa 4 VENT 5003 -Te 3 moo AS RECQ OIA M SM PA MASS) 6083-111 3A E00S AS RIS, 6tAM BFAD QNSUL LAI. MASS) 6003-T8 - 4 FSm A4 RW% SNlJSSSR - VM FULL 1ENOTH 6083-18 40L on AS REOD. SNUBBER - FRAME, FULL LEMOTH 8083-16 8 I 60011 OMNAL SCREEN FROME 8083-16 - 7 #10 X 1-1/4' AS REM RVA AND VCM ASMW&Y SCREWS - N Vol 5778 8 no AS READ. BULB W AMM110 10, WINIQUER 63 S990PRM ULTRAFAB 0 mu AS REXIM OWING SEW BULS, 011IMETER 68 SNVFOPRENE MIRAFAS 10 30.IM400 2/ VELA 4 BAR KNO9. 10 TOP AND 80ft0I STSEL TRUTH, INSTALLED NM (2) /10 X 8/8'M 11 13CW92 1 MULTI POW I= 6Y8TEI aAIMi TRUTH 12 - 0/ VQ0 IiE60ER SEEL - 13 - it VENT ROTO OPERATOR mm 14 PSKO-SS 2/ 00FIRM FLUWE/VENT CONNER HEY SL STEEL I - 18 PYi20 AS REAM FUAA611 FRAME AVAPTES 8063-70 OPTMNAL 18 3 ANR SW SK1E NYLON UlkM PLASM 17 /10 X 1-1 4' SKATE FM 603 SIM S�EtYS 18 %B X 3/4- AS RSCA FH SATS MASER SCREWS IN PAW r MART, PAW SPACED AT 7-3/4- O.C. 10 'l/ UTE SERINO BLOtT1, 3/18' X 3/4• X r LOIS ISOPRENE AT r FRWA EACH END. OURMAM 88 28 FLS -SO MUSS SPAM - 1 Hm SuccNE FRM I= SNALANT ALL JOINTS,AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOW MULTIPOINT LOCK SYSTEM 813096.82 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR 824.33.%X.004 AT 8-1/2- FROM SILL FASTENED TO JAMBS WITH (2) 810 X S/8- SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 833489.00.0001 SPACED AT 12-3/4. O.C. MAX. EACH GUIDE FASTENED HATH (2) 810 X 1- P PH SMS STAINLESS STEEL KEEPERS 831964.92 AT VENT EACH FASTENED WITH (2) 810 X 5/8- P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES MNGE_s5 4 BAR ST/ST HINGES 835.12.00.400 BY 'TRUTH' DATED AT TOP AND BOTTOM CORNERS FASTENED WM (2) 810 X 5/8- P PH SELF DRIUJNG SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR 852.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) 810 X 1- P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) 810 X 1- P PH SMS ,ANTI -SAG SKATES: VINYL ANTI -SAG SKATES BY 'm&m PLASTICS' (2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4- FROM LOCK STILE EACH FASTENED WITH (2) 810 X 1-1/4- P FH SDS. "RR. 5 ar11Wing no. W11-05 ammmulmalm MIAMFW MIAMI -DARE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/sera/ ECO Windows Systems, LLC 9114 N. W. 106* Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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 daze 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. AP-PROYED j NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No - HETI -12-33579 HETI-12-3358, HETI-124003, BETI-12-4013 and BETI-124027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved. by PERA. I S �• i 1_4 Ishaq I. Chanda, P.E. Product Control Examiner NOA Nb 12.-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 1/8' HEAT STREN'0. GLASS 3/16" HEAT STREN'D. GLASS �V .090' INTERLAYER .090' INTERLAYER BUTAOTE WB 8Y 'DUPONT' BUTACTE PYB BY bUP061T' a 1 J8' HEAT STREPI'0. GLASS 3/18" HEAT STRENb. GLASS O S9JCONE DOW CORNING 809 � CORNING 899 ip 26 L 26 A m 14 / i m / \ � V } ` 34 ' / \J \ / \ / SETTING BLOCKS AT LAY. CLASS yj _ ---Il REGO. FOR WIDTHS EXCEEDING 38' ONLY. q} NOTCH GLAZING BEAD LEG TO elRl CLEAR BLOCKS GLASS TYPE 'G1' GLAS3 TYPE 'G2' 1/8' TEMP. GLASS 5/16' AIR SPACE kA 1/e' HEAT 111 1). GLASS 090' INTERLAYER SAFLEX MG BY %=TIA' n 1/8' HEAT STRENb. GLASS 3 o_ SILICONE DOW CORNING �9 � ,Z 26 ST, STEEL §z W 1S MET SPACER O -j� ' SILICONE .SERIES 80 J ALUMMM OUTSMNG ENTRANCE DOOR \ / SETING BLOCS AT INSUL. LAM. GLASS SINOLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. G LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. wlllllsx DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). g a 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, n t ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. uva0 alma0 J, EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED.FLA PE�p ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 3s NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ij dmWHrtg no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT12_08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2S2112 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. _ sheat 1 of 9 39 3/4" AJAX 78" MAX, FRAME WIDTH FRAME VADTH HEAD & SILL ANCHORS 0 [ATSTILE ENDS g 12" (4) AT 3" GG iyffiGy 12' 5' MAX MAX MAX MAX a HEAD/Su rw CORNERS r T SILL SILL I 8 h u n II t.I= OPDCALS II LOCK opTiw �===tt-=== 7 SHEET 7 / %/ �SEE,7\a 14 � As I \ I /T if \ ii \ / • WMllM ~ ADTWE INAC WE 1 ACTIVE �' 2 SURFACE APPLIED SURFACE APPLIED W m m FALSE MUNTINS qi 28 15/18" + FALSE MUNTWS 0.—//28 18/18' 28 18/18" DECORATIVE GPoLL O.L. OftDECORATIVE ORO.L Or XI, D.L OPG MAY BE USED MAY BE USED NOTE: EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH�Ap IMDTH BY BUILDING OFFICIAL (X) (XX) I DOORS LOAD CAPACITY - PSF DOT1RL1s (XX) NOTE: D� DIMS. LAMDVATSD GLAG4 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME111 WTM EXT'(') NIT.(-) AND FLORIDA BUILDING COMMISSION 76" 37° 9B" 70.0 75.0 DECLARATORY STATEMENT DCA05-DEC-219 ga GLASS D.L.O. DIMS. DLO. HEIGHT - FRAME HEIGHT - 11.125° � 040 AHM O =' D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813' FIA E # 70982 g D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 CAX � � }} i drawing no. JUS 81012 W12-08 sneer a c1 D001� LOAD CAPACI'PY - PZ� savaLE DOORS DDDR DIMS. LAMDQATED OLA&4 FRAME W1Dht LEAF WIDTH FRAME EXT.(+) KdT.(-) H£WFIT �-3/a° �r 9e• 70.0 7s.o ,4e" .V FRAM vADTH HEAD $ SILL ANCHORS N AT STU ENDS 12° CLUSTER OF (4) AT 3" O.a Z 10 3" AT HEAO/MLL 12' F 5' MAX /r ANCHORS 0 MAX CORNERS F M. / ''- \\ HEAD / \ g u n I I O -J li 11/' 1 I ' -� '1 N O Jl_---- _-__L----- iI O • $ li \ ii II \ Ii // REMFORCtNO II \ 11 SEE CHART 11 II\ I 1 /D7, li fl \ 1 1 �tT ii GC� I I I 11 INACTIVE 1 I ACTA'E Z SIDELITE MOTH DDDR FRAME WIDTH FA tSURFACE APS � 32 3/4" 26 15/18' 26 15/16- FA11 1 LSE GRILL D.L. OPO. DZ OPG. D.L. OPa C� MAY BE USED 37' NOTE: SOEUTE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX 76' MAX FOR SIDELITE CAPACITIES SEE CHART ABOVE, SEE CHART AT LEFT O0UWX DOOR FRAME WIDTH e LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) �M WILL APPLY TO ENTIRE SYSTEM.IIN - fi1��i L GLASS D.L.C. DIMS SID D.L.O. HEIGHT (SIDEUTE) =FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) ® FRAME WIDTH - 4.438- °c < Erpr: J0.AD AtDAAD eR FIA. E __70582 ,g CAN. aua NOTE: b GLASS CAPACITIES ON THIS SHEET ARE BASEAND DON ASTM FLORIDA BUILDINOG COM0-04 MISSION 3 SEC. GUSTS) ,Ugh 2 8 2012 aTe�,ing no. DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of D)�8IGN LOAD CAPACITY - PEP StDELRES WITH 581f3f.E OR DOUBLE LEAF DODRS {SEE NOTE � SIDELITE SIDELTE 91780UT WITH FRAME FRAME D6INFORClNG IT8IP,PORCING W'IDTF1 HEtOHT Wf2iE5 INCHES EM.(+) WL(-) EXT.(+) INT.(-) 24 70.0 73.0 70.0 78.0 � 70.0 73.0 70.0 76.0 38 62 70.0 730 70.0 75.0 37 70.0 78.0 70.0 75A 42 81.7 88.1 81.7 88.1 as Tao Iso Tao Tao 30 T0.0 79.0 70A 7aD 38 68 70A 75.0 70A 75.0 37 70.0 75.0 7a0 76A 42 81.7 Bat 81.7 88.1 2a 7ao 75A 70.0 75.0 so � sae se.s 70.0 76.0 ss ea.l s4.1 Tao 7s.o s7 ssa ess 70.0 Tao as sas s3a nz.. Tao30�57.8 s7.a no3853.1 53./ 73037 52.4 52.4 730 ,4e" .V FRAM vADTH HEAD $ SILL ANCHORS N AT STU ENDS 12° CLUSTER OF (4) AT 3" O.a Z 10 3" AT HEAO/MLL 12' F 5' MAX /r ANCHORS 0 MAX CORNERS F M. / ''- \\ HEAD / \ g u n I I O -J li 11/' 1 I ' -� '1 N O Jl_---- _-__L----- iI O • $ li \ ii II \ Ii // REMFORCtNO II \ 11 SEE CHART 11 II\ I 1 /D7, li fl \ 1 1 �tT ii GC� I I I 11 INACTIVE 1 I ACTA'E Z SIDELITE MOTH DDDR FRAME WIDTH FA tSURFACE APS � 32 3/4" 26 15/18' 26 15/16- FA11 1 LSE GRILL D.L. OPO. DZ OPG. D.L. OPa C� MAY BE USED 37' NOTE: SOEUTE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX 76' MAX FOR SIDELITE CAPACITIES SEE CHART ABOVE, SEE CHART AT LEFT O0UWX DOOR FRAME WIDTH e LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) �M WILL APPLY TO ENTIRE SYSTEM.IIN - fi1��i L GLASS D.L.C. DIMS SID D.L.O. HEIGHT (SIDEUTE) =FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) ® FRAME WIDTH - 4.438- °c < Erpr: J0.AD AtDAAD eR FIA. E __70582 ,g CAN. aua NOTE: b GLASS CAPACITIES ON THIS SHEET ARE BASEAND DON ASTM FLORIDA BUILDINOG COM0-04 MISSION 3 SEC. GUSTS) ,Ugh 2 8 2012 aTe�,ing no. DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of D)�8IGN LOAD CAPACITY - PEP StDELRES WITH 581f3f.E OR DOUBLE LEAF DODRS {SEE NOTE � SIDELITE SIDELTE 91780UT WITH FRAME FRAME D6INFORClNG IT8IP,PORCING W'IDTF1 HEtOHT Wf2iE5 INCHES EM.(+) WL(-) EXT.(+) INT.(-) 24 70.0 73.0 70.0 78.0 � 70.0 73.0 70.0 76.0 38 62 70.0 730 70.0 75.0 37 70.0 78.0 70.0 75A 42 81.7 88.1 81.7 88.1 as Tao Iso Tao Tao 30 T0.0 79.0 70A 7aD 38 68 70A 75.0 70A 75.0 37 70.0 75.0 7a0 76A 42 81.7 Bat 81.7 88.1 2a 7ao 75A 70.0 75.0 so � sae se.s 70.0 76.0 ss ea.l s4.1 Tao 7s.o s7 ssa ess 70.0 Tao as sas s3a nz.. woo" BUCK d . TYPICAL ANCHORS SEE El.EVATt0NS n v FOR SPACING 28Y WOW SUCK OR WOOD STRUCTURE SEE NOTE SKEET I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO VANDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FGR SPACING i/4" DIA. LILTRACON BY 'ELS(Fu m KSI, Fy-m KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -TS MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE OWANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN, CONCRETE AT HEAD. SILL OR JAMBS ra - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT ,IAMBS rm - 2000 PSI MN. u TYPICAL ANCHORS � T141CAL AN04ORS SEE ELEVATI"NS B -h6e .l:._. SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO VANDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FGR SPACING i/4" DIA. LILTRACON BY 'ELS(Fu m KSI, Fy-m KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -TS MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE OWANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN, CONCRETE AT HEAD. SILL OR JAMBS ra - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT ,IAMBS rm - 2000 PSI MN. u � B -h6e .l:._. DOOR DETAILS . JAVAD els n cm FLA. 74"2 CAN 45M g n 8 JUN 2 S 2012 drawing no. w12-08 sheat 4 of 9 ,/a• Max SHHHM © CONCEALED FLUSH BOLTS O , LEVERS AT TU FA SHIM Y TYPICAL ANCHORS SEE ELEV FOR SPACING t® ACTIVE LEAF OW 13,CK 1 28 13 TYPICAL ANCHORS qMETAL SEEELEV.FOR SPACINGEXTERIORSTRUj LEAF MOTH ' SINGLE DOOR FRAME WIDTH LOCK OPTIONS SEE SHEET 7 N i/a' MAx LOCK OPMONS SHIM t/a' MNL S11d. SEE SHEET 7 E 3 m o TYPICAL ANCHORS 3 CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE cmNCEALEo FLUSH BOLTS REVERS AT STILE FACE WOW g M SEE EI.EV"'. OR NSD STR R E Z ti r, FOR SPACING 16 NOTE 9 ¢ z INACTIVE LEAF ACTIVE LEAF W _ 28 13 28 _ ;;Wm as 23 � TYP,CAI ANCHORS 1B 9 0.L0.i1 t0 D.LO. OR SP CM0 LEAF WIDTH EXTERIOR LEAF WIDTH o < DO1%E DOOR FRAME WIDTH id Engr: IAV AH" N1 n e p A 70S9a 3yi3 C.A.N. B Browing no. DOOR DETAILS JUN 2 t2 W12-08 sheet $ of 9 TYPICAL ANCHORS �u SEE ELEVATIONS AO EDGE MST. FOR SPACING •Y N I Z N $ � G tmG OPTIONS �-- SEE SHEET 1 912 SMS 18 ASS NO Ile MAY, H AT 5' FROM ENDS � SEE SHEET 3 F, $Ht91 AND 11° Or. MAX. to n Wk ,a AS as W m� 1 1 1 TYPICAL ANCHORS �• L - SEE EIEV. FOR SPACIN23 G .'� ' .i • . 14 15 25 D.LO. 19 8 D.LO. • " EXTERIOR LM WIDTH � SIDELITE WDTH DOOR FRAME MOTH m 2 UNIT FRAME TTIDTH o wool G p iv v Ka Z, Erpl MYYcra g F PE g T05g2 33 - 3538 a drawing no. _EDGE DIST. TYPICAL ELEVATIONS N 3 8 201 � W12-08 FOR SPACING SIDELITE DETAILS sheet 6 of g LOCKS Omm #j ACTIVE 4 PUNT LOCK ASSEMBLY OL01-8007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM TNA AP 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/Y DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM TION &2 ACTIVE LEAF': CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONGEALED FLUSH BOLTS BY *SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) ILS -32 X 1/2' FH MS INACTIVE tEaF': CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SRL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #6-32 X 1/2- FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. Ism 0 PARTS REP. DESCRIPTION MATBRtAL MANF./SUPPLIER/BEMARHB 1 E601 - DOOR FRAME HEAD/SILL 803-T6 - 2 E602 FRAME (OVER 6063-T8 3 E803 - DOOR FRAME JAMB 600 -TB - 4 E804 - SIDELiTE TOP & BOTTOM FRAME 6083-T6 - 4A E626 - SIDEUIE 9" BOTTOM FRAME 6088 -TB - S E808 - SIDEUTE FRAME JAMB 6063 -TB - 6 EGOS - SIOELITE SLID ON JAMB 6083-T8 - 7 E607 LEAF TOP & BOTTOM RAL 6083-T8 7A E026 LEAF 9- BOTTOM RAIZ. 6083 -TB B Em - LEAF W STRIP ADAPTER 6063 -TB - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 EBtO - LEAF LOCK SIRE 8083 -TB - 11 E811 - LEAF ASTRAGAL STILE 6063-76 - 12 E812 - LEAF ALIGNMENT BRACKET 8083-T6 - 13 013 - LEAF CLAMP 6083-16 4-1/4- LONG 13A E613 - HINGE BACK-UP PLATE 8083-T8 12" LONG 14 E814 GLAZING BEAD (5/18' IAM. GLASS) 8063 -TB 14A E109 GLAZING BEAD (7/16- LAM. GLASS) 6083-78 - 15 E61S GLAZING BEAD (INSUL GLASS) 600-78 - 18 E616 - SNAP COVER 6083-T8 - t7 E813 - BOLT SUPPORT 6063-T8 LOT SHOWN 18 AS REIN. SIDEUTE MULLION REINFORCING 6063-T8 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLWAN & ASSOC. F81202 - FLUSH BOLT LEVER - SULLVAN & ASSOC. 21 F6014SS - CONCEALED FLUSH BOLT ROD Sr STEEL SULLIVAN & ASSOC, 22 /12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FN SMS 24 - - 3/8- DIA THREADED ROD STEEL - 2S Wl1323 PILE W STRIPPING WOOL I ULTRAFAS 26 E2061B-KN-3020 BULB W'STRIPPING SANTOP.RENE EPDM 27 E206 - GLAZW BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SRKIONE FRIVOL LOWS RUBBER 00. 28 E622 FLUSH BOLT CUP NYLON 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLAIWS WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS 1- 34- 2/ LRE SETTING BLACK, 1/4" X 1/2- X 4" LONG EPOM AT 6' FROM EACH 00. OUROMETER BS*S 3S 2/ LRE SEMNG BLOCK. 1/4- X 3/4' X 4' LONG ow AT 6' FROM EACH END, DUROMLim 67sSS MGES: 3-1/2" X 7-5/8- X .122' TKK. EXTRUDED ALUM HINGE PART 0�0-107 BY SUU.IVAN & ASSOC. 3 KING.ES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDS'AN (38" O.C. MAX.) HINGES FASTENED MTN 010 X t- FH SMS (S) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. �irlS[ 1Tr?v;F.. drawing no. W12-08 4,� .078 F .0784.031 4.7SD .� �^K117' .803 7.047 �- .iceL .803 .045T- 9.172 t .825 1.825 I -2.082 1 DOOR FRAME HEAD/SILL 7 LEAF 1.507 TOP/BOTTOM RAIL t4 GLAZING GLASS GLAZING � 15 GLAZING � 8 i7 �3 G 1.507 4.00D� �d ; �5 078 t4:111.7 0783.719 1.780 1.507 .078 � 9 LEAF HINGE STILE 7.531 .312 ,oea � N g 9.507 8.344 O -1.750-4,=, , I 9 LEAF W STRIP ADAPTER I�ye� SIDEUTE TOP & BOTTOM FRAME �� 1.750 �7lllL 094�W •3 w•� 76 O �M Z� i 1.790 •329 .079 U12 J .078 7A 9" BOTTOM RAIL to 1•�4 ^o W Ow W 2 FRAME COVER 10 LEAF LOCK STILE Ing 1.507 LEAF AUGNMENT BRACKET 750 -� .375 --t.75o 9.57a .,25 x781 344 7,07a �o� t.SO� .� 1.197 _J ole 18 SNAP COVER ----a.GooL tt LEAF ASTRAGAL STILE 8.281 9.� 73 HINGELBACK-UPPPLATE 18 w m ffi 1.5 00 .925 4.000 .OTB 2.097 1.900 719 .678 4.000 .5 7 i00 � 82$ 1.2 50 •719 SIDEUTE MULLION REINFORCING AO 4.188 F C PE �2 38 .078 N 3 2012 4ju h u g $ b O 4.0L drowing no. w�2-o8 a) DOOR FRAME JAMB (s SIDEUTE FRAME JAMB SIDEUTE 9" BOTTOM FRAME (s) SIDELITE SUP ON JAMB sheet 8 of 9 MIAMI -BADE MIAMI DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(796)315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.gpv/bueldinx Sun -Tek Manufacturing, Inc. 10303 General Dr. Orlando, FL 32824 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 to 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 -Dada County Product Control Section (In Miami Dade County) and/or the AHJ (tn 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: MD -CMA. Skylight. APPROVAL DOCUMENT: Drawing No. CMA -002, titled "MD -CMA", sheets I and 2 of 2, prepared by Sun -Tek Manufacturing, Inc., dated May 09, 2011, signed and sealed by James D. Welts, Jr., P.E., on May 08, 2012, 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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: Tile NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed In advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08-0110.06 and consists of this page 1, evidence submitted pages E -I and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malar, P.E., M.S. NOA No. 11-0601.04 hD"9 CO Airy L " `"°'�' Expiration Date: 03113/2015 o /3 Approval Date: 05/02/2013 Page 1 Sun -Tek Manufactar°ina, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #08-0110.06 A. DRAWINGS L Manufacturer's die drmidngs and sections 2. Drmving No. CMA -002, titled "MD -CASA ", sheets I and 2 of 2, prepared by SM -Tek Manu factrntin& Inc., dated 09113195 and 04/25/93, with no revisions, signed and sealed by Rene J. Quiroga, P.E B. TESTS L Test reports on 1) Air Wllftwtion 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 Model MD -CMA Curb Mounted Plastic Donne Skylight, prepared by National Certified Testing Laboratories, Test Report No. 210-288.5-1, dated 1013.102, signed and sealed by W. A. Davis .h :, PX C. CALCULATIONS 1. Anchor calculations prepared by Product Technology Corporation on 02105103, signed and sealed by A. Perez Maldonado, PE. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-0212.01 issued to General Electric Plastics for their "Lexan Sheet Products", approved 05/25/07 , expiring on 07/17/08. F. STATEMENT 1. Code compliance letter issued by Product Technology Corporation on 02/06/03, signed and sealed by A. Perez Maldonado (Evidence Submitted under NOA # 03-0401.07) HqJWX Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 11-0601.04 Expiration Date: 03/13/2018 Approval Date: 05/02/2013 E-1 Sun -Tek Manufacturinm Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 03-0401.07, issued to Sun -Tek Manufacturing, Inc., approved on 10/09/03 and expiring on 03/13/08. 2. No change letter issued by Sun -Tek Manufacturing, Inc., dated 01/02/08, signed by James Feudner. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. CMA -002, titled "MD -CMA'; sheets I and 2 of 2, prepared by Surf -Tek MantVacturing, Inc., dated May 09, 2011, signed and sealed by James D. Welds, Jr., P. E., on May 08, 2012. B. TESTS L Test reports on 1) Air Inflitration 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 S) 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 Model MD -CMA. Curb Mounted Plastic Dome Skylight, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3559-1, dated 03104113, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor calculations prepared by J & L Wells Consulting LLC, 19 pages, dated 0311912013, signed and sealed by James D. Wells, Jr:, P.K D. QUALITY ASSURANCE L By Mian Dade County Department of Regulatory and Economic .Resources. E. MATERIAL CERTIFICATIONS L None. F. STATEMENT 1. Florida Building Code, 2010 Edition, compliance letter prepared by J & L Wells Consulting LLC, dated 0412512012, signed and sealed by James D. Wells, Jr:, P. E. Hel Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 11-0601.04 Expiration Date: 03/13/2018 Approval Date. 03/02/2013 E 2 I --3.0000'f -to.625--4 DIMENSIONS FUR FASTENER LOCATIONS 14 FASTENERS TO CURB MD—CMA 2246 6 RIVETS POLY TO ALUM RIVET LOCATIONS SYM �i 41 13.3 27.251�MAX.125 FASTENER SCHEDULE SKYLIGHT TO CURB I FASFENER CURB RIVET sCl 010 x 2 PAN HM SHEEP METAL SCREIS TO ♦]Fisc 10 X r DECK TO POLYCARSO PER LONG I PER urmin SIDE P� SIDE ER ORT PER SIDE NNO MD -CMA Wwom --I DkIG.#, CMA -002 i°w oaw • (1 :ALL MUM OEPAI.S SHALT. COMPLY WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE DESIGN PRESSURE RATING (2) r b=WM MM= FROM ANGLE UP TO ROOF }— PSF. SURFACE LS FOR SHINGLE. OR B.U.R. WRHWT INSULAMLTIL� INSULAWIN AND O 70 4&W LARGE MI MPA T RESISTA MMUM HEIGHT.10 MADENW_OGRRGSK PRODUCTRBYISDD (3S ABLE WITH ALUMINULL MAIER[AL, as""1003i0hMeFloft Huffdhm Cab AvapMuNu 11-01-4 01. p4- iLgdrmlanDate n o/g Engineer of Record: E 0000 / Dw James D. Wells, Jr., P.E. ,ER SHORT Professional Engineer No. 53616 SIDE J & L Wells Consulting LLC 1453 Arbitus Cirde Oviedo, FL 32765 S i tv (407) 496-5489 Certificate of Authorization No. 27162 SUN TEK MANUFACTURING, INC. ___ 10303 GENEim DINE ORLANDO, FL 3=4 J & L Wells Consultlng LLC 1453 Arbltus Circle Oviedo, FL 32765 (407)496.5489 Cerdflcate of Authorization No. 27162 #10 X 2' SCREW PPH ILARGE (4) ON LONG SDE& (3) ON SHORT SIDE MINIMUM ENBEDMENT 1' DECO RING STI -275 080 THICK ALUMINUM 8063 T5 MITRE AND WELDED CORNERS Engineer of Record: James D. Wells, Jr., P.E. 1 Professional Engineer No. 63816 dER LINER .030 polyc (Palrom Poloun, Sheffield Makrolon or Subic Lexon 9034) DWG.@, CMA --002 M eoma Vf=Niru 11%Mdda Z OUTER DOME .070 POLYCARBONATE t!`%riliMapz+Mut ({Palrom Paleun, Sheffield Mak olon or Subic Lexan 8034) — SILICONE BEDDING (CONTINUOS) STS -1000 SEALANT BETWEEN SKYLIGHT AND CURB (CONTINUOS) 5-11/2' DOME RISESHIM0 EA. ANCHOR (TYP) WITH LOAD BEARING SHIM AIR INSULATED SPACE I0.500 MAX. 16 . RIVET (1yDE �ORT SDE —[� 36 #10 x 3' DECK SCREW vp (4) ON LONG SE OTHERS IN 4" MINIMUM FINISHED WALL MATERIAL (3) ON SHORT SIDE -_-,,,ACCORDANCE WITH NBCA SEE NOTE 2 BY ()APPROVED MINIMUM ENBEOMENT 5L8 DADOTHERS INGLES (2) NOTE: ro e (1) ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 15 OF THE FLORIDA BUILDING CODE (2) MINIMUUP TO ROOF SDISTANCE SHINGLE. R WITHOUT SURFIIFOR B 2X SYP (SG 0.55) CURB HEIGHT INSULATION. FOR INSULATION AND TILE ROOF ADD TO BE SUFFICIENT TO MAINTAIN TILE HEIGHT AND INSULATION THICKNESS TO 4" 4' MINIMUM AT LOWEST POINT MINIMUM HEIGHT. OF FRAME TO ROOF SURFACE (3) ANCHORS TO BE MADE OF NON—CORROSIVE MATERIAL, ROOF DECK t SUPPLIED BY OTHERS AN COMPATABLE WITH ALUMINUM. SI�{llL (APPROVED BY DADE COUNTY) STS -1000 SEALANT (CONTINOUS) ' 1°'m' � p _ C MA SUN TEK MANUFACTURING, INC. _ -.. - - _ _- - _ _ -- - - - -- - _-- to= NERAL DIM OMM00, FL 52824 FORM 405-10 Project Nam: Interior Remodeling & Renovation Bulkier Name: Street SW NE 96th ST Permit Office: CRY, State, Zip: Miami Shores, FL, 33138- Permit Number Owner Ilan Segal Jurisdiction: 2310 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types(4104.4 sqfL) Insulation Area 2. Single farruly or multiple family Sing"moy a. Comte 3543.90 ft2 b. Co t4nsul,-Adjacent g5i�r-t 560.55 fta 3. Number of units, If multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. NIA R= fe S. Is this a worst caw? No 10. Ceiling Types (3602.0 sqft) Insulation Area a. WdWkMinwe-dP 3602=ft- 6. Conditioned floor area above grade (fl?) 3602 b. N/A R= ft2 Conditioned floor area below grade 0 c. NIA R= fe 11 cts. Du R ft2 7. Win 92.4 sqfL) Description Area a. Sup: Main, Ret Main, AH: Main 6 145 a. U -Factor Dbl, U=0.65 792.44 fe b. Sup: Second Floor, Rat Second Floor, AH: Seco 6 45 SHGC: SHGC=0.30 b. U -Factor N/A fe 12. Cooling systems kBtu/hr Efficiency SHGC. a Central Unit 604 SEER -16-00 c, U -Factor NIA ft2 b. Central Unit 36,0 SEEP -17.60 c. Central Unit 24.0 SEER:16.00 SHGC: 13. Heating system kBtu/hr Efficiency d. U -Factor: N/A fe a. Electric Strip Heat 34.1, COP1,00 SHGC: b. Electric Heat Pump 9.6 HSPF:9.30 Area Weighted Average Overhang Depth: 2.533 ft c. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.300 er tams & Floorypee (3720.0 sqft.) Insulation Area a. Sia rade Edge Insulation R=0.0 2838.00 1`12 b. Conservation features b. Raised Floor R=11.0 764.00 fe None c. other (see details) R= I I&GO fiR 16. Credits Pstat Glass/Floor Area: 0.220 Total Proposed Modified Loads: 84.49 oft PASS Total Standard Reference Loads: 107.87 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPESED BY, I hereby cerfifythat thisbuilding, as designed, Is in compliance with the Florida Energy Code. OWNERAGENT: DATE: - Compliance requires completion of a Florida Air Barrier and N 3117/2014 9:09 AM =11 Checklist I rm F-ILOG DEPT suBJECT - TO COMPLIANCE WITH ALL FEDERAL T 4-m ",I -/'\TF AND COt INTY RULES AND REGULATIONS EnergyGaug" USA - FlaRes2010 Section 406.4. 1 Compliant Software Page 1 of 6 Title: interior Remodeling & Renova Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3602 Lot # Owner: Ilan Segal Total Stories: 2 BWWSubDMWon: # of Units: 1 Worst Gass: No PlatBook Budder Name: Rotate Angle: 0 Street 500 NE 96th ST Permit Cross Ventilation: County: Miami -.Dade Jurisdiction: 231000 Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL. 33138 - New ng: Existing (Pro� comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Whiter Summer Degree Days Moisture Range FL Miami FL_]MIAMUNTLjAP 1 51 90 700 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2097 17824.5 2 Bkxk2k2 741 6669 3 Slock3 764 6494 SPACES Number Name Area Volume Itchen Occupants Bedrooms Infd ID Finished Coaled Heated 1 Mair 2097 17824.5 yes 3 2 1 Yes Yes Yes 2 Maids and Play Rm 741 6669 Na 7 1 1 Yes Yes Yes 3 Second Floor 764 5494 No 3 2 1 Yes Yes Yes FLOORS Floor Type IF Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Sia de Edge Insulatio Main 2241 0 2097 fe 1 0 0 2 Slab -On -Grade Edge Insulatio Maids and Play 143 ft 0 741 fO 1 0 0 3 Raised Floor Second Floor — 764 112 11 0 0 1 4 Floor Over Other Space Second Floor 118 fe 0 0 0 1 ROOD J Roof Gable Roof Soler SA Emitt Emht Deck Pitch 1/ # Type Materials Area Area Color T Tested insuL (deg) 1 Fiat Gravel 3615 fe 152 fie Medium 0.96 No 0.9 No 0 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No aft Vented 300 3602 IF N N 3/17/2014 9:09 AM EneWGau USA - FtsRas=10 Section 405A.1 Compliant Softwam Page 2 of 6 3/17/2014 9:09 AM EnergyGauge@ USA - Fla10 Section 406.4.1 Compliant Software Page 3 of 6 Ceiling Type Space R -Value Area Framing Frac Truss Type 01 1 Under Attic (Vented) Main 19 2097 fie 0.11 Wood 2 Under Attic (Verb Maids and Play 19 741 ft2 4.11 Wood 3 Under Attic (Vented) Second Floor 19 764 ft2 0.11 Wood WALLS Adjacent Cav�4y Width Height Sheathing Framing Solar Below a nrnt To -wan TypeSpare -4.1 1 NW .or Concrete Bloc k - Int Insui Main 63 6 8 6 539.8 ft2 0 0.75 0 2 NE Exterior Concrete Bks - Int Insul Main 4.0999 39 5 8 6 335.0 ft' 0 0.75 0 3 SE Exterior Concrete Bloc - Int Insul Main 4,0999 50 3 8 6 427.1 ft2 0 0,75 0 4 E Exterior Concrete Block - Int Insul Mein 4.0999 5 1 8 6 43.2 fill 0 0.75 0 L/ 5 W Exterior Concrete Black - Int Insul Main 4.0999 26 5 8 6 224.5 ft2 0 0.75 0 V 6 SW Exterior Concrete Block - Int Insul Main 4.0999 11 1 8 6 94.2 ft2 0 0.75 0 7 SW Exterior Concrete Block - Int Insul Main 4.OW9 4 8 6 34.0 ft2 0 0.75 0 6 S Garage Concrete Block - int Insui. Main 4,0M 25 3 8 6 214.6 ftp 0 0.75 0 9 N Exterior Concrete Block - int InsMaids and Pi 4.0999 13 9 9 1 124.9 ft2 0 0.75 0 10 E Exterior Concrete Black - int InsMaids and PI 4.0999 8 4 9 1 75.7 ft2 0 0.75 0 V 11 S Exterior Concrete Bkx* - Int InsMaids and PI 4.0999 13 8 9 1 124.11/2 0 0.75 0 12 E Exterior Concrete Block - Int Inshlaids and PI 4.0999 14 9 1 127.2 fit 0 0,75 0 13 S Exterior Concrete B - Int Inshlaids and PI 4:0999 26 2 9 1 237.7 ft2 0 0.75 0 14 W Exterior Concrete Block - Int in ids and PI 4.0999 18 11 9 1 171.8 ft2 0 0.75 0 15 N Garage Concrete Block -Int InsMalds and PI 4.0999 25 3 9 1 229.4 ft2 0 0.75 0 i! 16 W Garage Concrete Block - Int insMaids and PI 4.0999 12 10 9 1 116.6 ft2 0 0.75 0 9/ 17 N Exterior Concrete Block - Int ins0econd Floor 4.0999 26 2 8 6 222.4 ft2 0 0.75 0 18 E Exterior Concrete Black - Int Ins8scond Floor 4.0999 31 9 8 6 269.9 fie 0 0.75 0 / 19 S Exterior Concrete: Block - Int lnsGbwnd Floor 4.0999 26 2 8 6 222.4 W 0 0-75 0 v 20 W Exterior Concrete Block - Int Ins6acond Floor 4.0999 31 9 8 6 269.9 ft2 0 0.75 0 DOORS # omt Door Type. Space Stones U Value Width Height Area Ft In Ft in 1 NW _ Wood Main None 0.460000 3 6 6 10 23.91666 2 S Wood main Dane 0.460000 2 8 6 18 20 W a® 3 E Wood Maids and PI metal 0.460000 3 6 10 20.5 ft2 4 N Wood Maids and PI None 0.460000 3 4 6 10 22.77777 5 W Wood Maids and Pi None 0.460000 2 8 6 10 18.22222 3/17/2014 9:09 AM EnergyGauge@ USA - Fla10 Section 406.4.1 Compliant Software Page 3 of 6 V/ # Omt Wail ID Frame Penes NFRC U-Factor SHGC Area Overhang Depth Separation Int Shaft Screening I I NW I Metal Double (Tinted) Yes 0.65 0.3 64.8 fe 2 ft 6 In I ft8in Drapesiblinds None 7 2 NW I Metal Double (Tinted) Yes 0.65 0.3 27.1 fe 2 It 6 In I ft$In Drapes/blinds None 3 NW 1 Metal Double (Tinted) Yes 0.65 0.3 10.3 fe 2 ft 6 In I ft In DrapesIblinds, None 4 NE 2 Metal Double tented) Yes 0.65 0.3 16.8 fe 2 ft 6 in I ItS In Drapes/blinds None 5 NE 2 Metal Double (rmted) Yes 0.65 0.3 16.8 W 2 It 6 In I ft 8 in Drapestblinds None ✓ 6 NE 2 Metal Double (Tinted) Yes 0.65 0.3 13.6 ft2 2 ft 6 in I ft 8 in Drapesiblinds Norte 7 NE 2 metal Doubts tented) Yes 0.65 0.3 13.6 IF 2 ft 6 in I ft in Drapesiblinds Norte 8 NE 2 Metal Doubts (Tinted) Yes 0,66 0.3 19.0 ft2 2 ft 6 in I ft 8 in Drapesiblinds None 9 SE 3 Metal Double (Tinted) Yes 0.65 0.3 120.0 ft2 2 ft 6 in I ft 8 in Drapes/blinds None V 10 SE 3 Metal Double (Tinted) yelt 0.65 0.3 80.0 ft2 2 ft 6 in 1 ft8in Drapesiblinds None 11 E 4 Metal Doubts (Tinted) Yes 0.65 0.3 18.1 W 2 ft in I ft in Drapes/blinds; Norte V7 12 W 5 Metal Double (Tinted) Yes 0.65 0.3 31.0 ft2 3ft1 In Ift8in Drapes/blinds None 13 N 9 Metal Double (Tinted) Yes 0.65 0.3 5.2 ft2 4 ft 0 In I ft8in Drapes/blinds None 14 E 10 Metal Double (Tinted) Yes 0.65 0.3 13.6 ft2 2 R 6 in I ft 8 in Drapesiblinds Norte 15 S 11 Metal Double (Tinted) Yes 0.65 0.3 40.7 ft2 2 ft 6 In I ft 8 In Drapes/blinds None ✓ 16 S 13 Metal Double MnWM Yes 0.65 0.3 100.7 fe 2 ft 6 in I ft 8 in Drapestblinds None 17 W 14 Metal Double (Tinted) Yes 0,66 0.3 64.8 fe 2 ft 6 In I ft 8 In Drapes/blinds None 18 N 17 Metal Double (Tinted) Yes 0.65 0.3 20.7 fe 2 ft 6 in 1 ft 8i Drapestblinds None 19 E 18 Metal Double (Tinted) Yes 0.65 0.3 26.4 ffl 2 ft 6 In I ft 8 in DrapesMinds None 20 E 18 Metal Double tented) Yes 0.66 0.3 37.6 W 2 ft 6 in I ft 8 in Drapes/blinds None 21 S 19 Metal Double (Tinted) Yes 0.65 0.3 27.1 ft2 2ft6 in 1 ft in Drapasiblinds None 22 W 20 Metal Double (Tinted) Yes 0.65 0.3 20.7 fl? 2 ft 6 In I ft In Drapesiblinds None 23 W Skylt Metal Double (Tinted) Yes 0.65 0.3 4.0 fe 2 ft 6 In I ft 8 in DrapesMinds None G #F Floor Area Calling Area EWmd Wall Perimeter Avg. Wall Height Exposed Wall Insulation -F1 646.896 ft2 646 fe 100 ft 9.6 ft 1 INFILTRATION # Scope Method SLA CFM 50 EIA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 4724.0 259.34 487.73 0.4247 9.1470 'I i 1 '11�IN 3/17/2014 9.09 AM EnergyGaugeO USA - ft 010 Section 405.4.1 Compliant Software Page 4 of 6 # System Type Subtype EMcfency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34.1 kBWhr I sys#1 2 Electric Heat Pump None COP. 9.3 9.6 kBtu/hr 2 Ductless 3 Electric Strip Heat None COP: 1 17 kBtu/hr 3 sys#2 3/17/2014 9.09 AM EnergyGaugeO USA - ft 010 Section 405.4.1 Compliant Software Page 4 of 6 311712014 9:09 AM EnergyGau - Fla 10 Section 405.4.1 Compliant Sobware Page 5 of 6. System Type S Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER: 16 60 k r 1800 dm 0.75 1 sys#1 2 Central Unit Split SEER: 17.5 36 kBtulhr 1080 cfm 0.75 2 Ductless 3 Central Unit Split SEER: 16 24 kBtuthr 720 cfrn 0.75 3 HOT WATER SYSTEM # System Type Sub7ype Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 66 gal 80 gal 120 deg None SOLAR SOT WATER SYSTEM FSEC Collor Storm Cert # Company Name System Model # Collector Model # Area Volume FEF None None fta DUCTS ---- Supply -- .-- Retum ..- Air CFM25 HVAC V # Location ft Velue Area Location Area Leakage Type Handier CW25 OUT ON RLF Meat Cool 1 Main 6 145 ftp Main 60.033 Default Leakage Main cfm (De€auit) 1 1 2 Second Floor 6 45 W Second Floor 15 ftz Default Leakage Second*ft cfm (Default) 3 3 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: CooHng Jan H Feb Janbb Mar Ma p, WA I IMay n Jun n Jul Jul n nfi Sep S W Oct WNov NOVOct H Dee Dee VHeatienting Jan Feb X r A May Jun Aug Sep Oct Dec Thermostat Schedule: HERS 2006 Reference T Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling MfEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 68 66 66 68 68 68 688 PQM 6688 68 68 B 8 68 68 68 68 68 w 68 Heating (SEH) AM w 66 66 66 66 68 a 68 68 68 68 68 PM 68 68 es 68 68 68 a 68 68 66 66 311712014 9:09 AM EnergyGau - Fla 10 Section 405.4.1 Compliant Sobware Page 5 of 6. ADDRESS: 500 NE 96th ST PERMIT* Miami Shores, FL, 33138- r' • - � . r{ ..: � .: . - : �. it 3/17/2014 9:08 AM SnergyGaugeO USA - Flalkes2010 Sion 405.4.1 compliant: Software Page 6 of 6 SUMMARY OF REQUIREMENT(S) To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed fighting • as meeting ASTIVI E 283. Windowsand : • .:>.« fit 0.30 cfmtsq.ftiinspectionrequired. Fireplaces: �r• combustionTesting • ;,.i doorsoutdoor i { is d. i•envelope1. leakage report 1:' visually verify Table+.0 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can load.403.1 meet the 403.2.2 All ducts, air handlers, fifter boxes and building cavities which form the primarycontainment passageways •i-.' i air distribution s be considered ducts or plenum •e be constructed and sealed in accordance with Section 503.2.7.2 of this code. 3.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pi risers. Comply with efficiencies in pe Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or.shutaff as). Circulating system pipes insulated to = R-2 accessible OFF switch. Homes designed to operate at positive pressure or with mechanical fib ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. SvAmmin• Pools 403.9moi.:• pumps ♦ !o• pump • '•.• i1 a total horsepower •. spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or Nltf other means proven to reduce heat loss except if 70% of heat fromE energy. Off/timer switch required, Gas heaters minimum thermalsite-recovered after(82%• pump pool minimum COP-- ::.. Coolin~ng 403.6 SiAng calculation performed & attached. Minimum efficiencies perI Tables 503.2.3. Equipment efficiency veffication required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >I OkW must be divided into two or more stages. Ceifings/lum walls 405.21 R-1 9 space permitfing. 3/17/2014 9:08 AM SnergyGaugeO USA - Flalkes2010 Sion 405.4.1 compliant: Software Page 6 of 6 The lower the EnergyPerformance Index, the more efficient the home. 500 NE 96th ST, Miami Shores, FL, 33138- 1. New construction or existing Existing (Projects 9. Wall Types Insulation 2. Single family or multiple family Single-family 9. Concrete Block - Int Insul, Exterior R=41 b. Concrete Block - Int Insul, Adjacent R=4.1 3. Number of units, If multiple family I c. NIA R= 4. Number of Bedrooms 5 d. NIA R= 5. Is oft a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Faclor Dbl, U=0.65 SHGO: SHGC=0.30 b. U -Factor. SHGC: NIA c. U -Factor. WA SHGC: a. Electric Strip Heat d. U -Factor NIA SHGC: *. Electric Strip Heat Area Weighted Average Overhang Depth: Area Weighted Average SHGC: No 10. Ceiling Types Insulation a. Under Attic (Vented) R=19.0 3602 b, WA R= Area c. N/A R= 792.44 fe 11. Ducts a. Sup: Main, Rat Mah AH: Main b. Sup: Second Floor,*Ret Second Floor, AH: Saco fe 8. Floor Types Insulabon a. Slab -On -Grade Edge Insulation R=0.0 b. Raised Floor 8=11.0 c. other (see details) R= fl_ajUt �MiTir-R7777C j&PT_M7& 77 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. -21� i -' � City/FL Zip: Area 3543.90 fF 560.55 fe fe fe Area 3602.00 iF fe fe R fe 6 145 6 45 k8tuthr 12. Cooling systems ftZ a. Central Unit 36.0 b. Central Unit fie c. Central Unit kBtu/hr 13. Heating systems 34.1 a. Electric Strip Heat 2.633 ft. b. Electric Heat Pump 0.300 *. Electric Strip Heat Area 14. Hot water system 2838.00 ft' a. Electric 7$4.00 ft2 118.00 fr b. Conservation features None 15. Credits fl_ajUt �MiTir-R7777C j&PT_M7& 77 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. -21� i -' � City/FL Zip: Area 3543.90 fF 560.55 fe fe fe Area 3602.00 iF fe fe R fe 6 145 6 45 k8tuthr Efficiency 60.0 SEER16.00 36.0 SEER:17.50 24.0 SEER:16.00 kBtu/hr Effidency 34.1 COP:1.00 9.6 HSPF.9.30 17.0 COPA.00 Cap: 66 gallons EF: 0.92 Pstat al 1111:11; 11�!IIII ;plilq 11� i EnergyGauge@ USA - FlaRes201 0 Section 405.4.1 Compliant Software InWW Remodeling & Rwmadon 500 NE 9M St AREA: 2,W7 SCLFT. MIAMI SHORES, FLORIDA 33138 DATE. 03117114 CONDITIONS. INSULATION: SEN. Q= 6 x 91 FDS, 79 FW8, OUTSIDE law WALLS R-4.1 LAT. Q= 6 x 76 FDB, 6"M RH, INSIDE ROOF R-19 TRANSMISSION: COOLING LOAD, BTUH Q= 2087 x 1 SENSIBLE LATENT WALLS- Cl-ARFA-U(rHER. COEFF.)-rdeq Q= 1697.8 x 3.1 6263 Q= 214.6 x 12 268 DOORS: 0=#PEOPLE-CFM-r.DlFF.-FACTOR) Q= 43.92 x 8.6 378 ROOF Q= 2097 x 2.1 4404 SOLAR (SINGLE CLEAR GLASS) GLASS 0= AREA -FACTOR (OSF-SH. COEFF.) 146 NE & NW Q= 182 x 45 also E & W Q= 53.1 x 75 3983 SE & SW 0= 200 x 85 13OW vU0ziLTJ%1,1 PEOPLE 0=#PEOPLE*FACTOR SEN. Q= 6 x 300 law LAT. Q= 6 x 230 1380 POWER O-AREA-FACTOR(APPL) Q= 2087 x 1 2097 TRANSMISSION: 0-#PEOPLE'0FM-T.MFF.-FACTOR) SEN. Q= 6 15 is 1.08 1458 0=#PEOPLE-CFM-r.DlFF.-FACTOR) LAT. cl-- 6 Is so 0.68 3080 DUCT HEAT GAIN- Q=FACTOR(R-6rD.LGfl00 Q= 1.4 1200 146 100 243e LATENT FACTOR (30% OF SENSIBLE) 12980 SENSIBLE TOTAL 43266 LATENT TOTAL 17420 GRAND TOTAL (SEN.+LATENT)= 906w Manuel J: ft Efton RoWdential HOW Loss and Heat Gain Cak%datlom Page 1 ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME. MAIN CHAPTER 26 COOLING LOAD CALCULATIONS: CONDITIONS-, 70FDB, INSIDE HEATING LOAD, KW 47FDB, OUTSIDE HEATING: TRANSMISSION: O-AREkFACTOR(U FACT. -TEMP DIFF.) GLASS: Q= 435.1 x 29 12618 WALLS- Q= 1697.8 x 4 mi ROOF: Q= 2097 x 0.9 1887 VENTILATION. Q=FACTOR*CFM*T,DIFFJFACTOR ()INTERNAL HEAT GAIN (L.PA,) SENSIBLE. Q= 1.08 Im 0.4 23 - 9171 8714 HUM LOAD Q*FACT0R*SHD*CFM cl= 0.67 10 Ile= 0.4 4824 DUCT HEAT LOSS 0=FACT0R(R-6)-D.LG/10D Q= 1.4 Sao 145 1 100 1827 TOTAL 36MI OR 10,76 BASED ON THE COOLING AND HEATING LOAD CALLS. ONE 5 TON A/C UNITS 61,500 STUH TOTAL 144,000 STUH SENS. (SEER 16) (101.7(r/*) RHEB4 14AJMSQA01 C.U. AND RHLL-HMSM4JA I RCSL-H6024 AIR HANDLER UNIT WITH STRIP HEATERS 10 KW Manual J, ft Edtfion Residential Heat Loss and Hest: Gain Calculalim Pap 2 Interior ng & Rwma*m 500 NE 9ft $t AREA: 741 SCUT. MIAMI SHORES, FLORIDA 33138 DATE: 03!17194 COOLS LOAD CALCULATIONS: SUMMARY o- PER ACCA QUAL "J" St V r' -'ma - x5", CONDITIONS; INSULATION: 91 FOB, 78 FW3, OUTSIDE WALLS R-4.1 76 FOB, 50.60° RH, INSIDE ROOF R-19 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA°U(THER COEFF.y Tdeq Q= 881.4 X 3.1 2670 Q= 348 x 1.2 415 DOORS: Q= 81.4 x 8.8 528 ROOF Q? 741 x 2.1 1588 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREA -FACTOR (OSF'SH. COEFF.) N Q= 5.2 x 45 234 E & W Q= 78.5 x 75 5888 S Q= 141A x 65 8181 INTERNAL HEAT GAIN: PEOPLE Q=#PEOPLE*FACTOR SEN. Q= 5 x 300 9500 LAT. O= 5 x 230 1150 POWER Q--AREA'FACTOR(APPL.) Q= 741 x 1 741 TRANSMISSION: Q'EOPLE`CFM'T.DIFF.°FACTOR) SEN. 0= 5 15 15 1.08 1215 Q=#PEOPLE'CFM°T.DIFF.•FACTOR) LAT. Q= 5 15 60 0.68 2550 DUCT HEAT GAIN: Q=FACTOR(R-6)"D. LG/100 Q= 1.4 1200 0 100 0 LATENT FACTOR (30% OF SENSIBLE) 7181 SENSIBLE TOTAL LATENT TOTAL 10681 GRAND TOTAL (SEN.+LATENT)= Manual J: 8th Editim RewdenW Heat Loss and Heat Gain Cations Page 3 I CONDITIONS: 70FDB, INSIDE 47FDB, OUTSIDE HEATING LOAD, KW HEATING: TRANSMISSION: Q=AREAeFACT0R(U FACT.*TEMP DIFF.) GLASS: Q= 226.1 x 29 am WALLS: Q= 851.4 x 4 3446 ROOF: Q= 741 x 0.9 667 VENTILATION: 9=FACT0R*CFWT.DIFFJFACT0R (-)INTERNAL HEAT GAIN (LPA) SENSIBLE: Q= 1.08 1160 0.4 23 - 4608 em HUM LOAD Q=FACTOR*SHD*CFM Q= 0.87 10 1160 0.4 3108.8 DUCT HEAT LOW Cr--FACT0R(R-6)-D,LGM00 Q= 1.4 9w 0 1 100 0 TOTAL 20669 OR 6.06 7'-11j1T'1;Ak5F =41 BASED ON THE COOLING AND HEATING LOAD CALCS. ONE 3 TON A/C UNITS 35.400 BTUH TOTAL/ 26,550 BTUH SENS. (SEER 17.5) (110.91%) MITSUBISHI W2-4EMNA-1 C.U. AND (1) MSZ-GE06NA-8 & (2) MSZ-GE16NA-8 AIR HANDLER UNIT WITH HEAP PUMP HEATERS 2.1 & 5 KW EACH Manuel J: M Edition R Beat LOSS and Heat Coin CaWations Page 4 0 0 j ASHRAE HMOSOOK 2004 FUNDAMENTALS VOLUME, CHAPTER 26 COOLING LOAD CALCULATIONS Interior Remodeling & Renovation 500 NE Oft St MIAMI SHORES, FLORIDA 33138 SECOND FLOOR AREA: 71114 SOFT. DATE: 03117114 PER ACCA MANUAL CONDITIONS: INSULATION: 91 FDO, 79 FW0, OUTSIDE WALLS R-4.1 76 FDS, SO -WA RH, INSIDE ROOF R-19 R-11 AT GARAGE TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: O-AREA-WHER. COEFF.rTdeq Q-- 984.6 x 3.1 302 0 x 12 0 DOORS: a x 8.6 0 ROOF Qm- 764 x zi ism SOLAR (SINGLE CLEAR GLASS) GLASS Q--- AREA -FACTOR (OSF*SH. COEFF.) N Q= 20.7 x 46 m E & W 0- 84.7 x 75 em S 0= 27.1 x 65 1762 INTERNAL HEAT GAIN: PEOPLE 0-#PEOPLE*FACTOR SEN. 0= 3 x 300 900 LAT. 0= 3 x 230 ego POWER ORAREA*FACTOR(APPL) ti= 764 x 1 764 TRANSMISSION: Q-#PEOPLE-CFM-r.DiFF.-FACT0R) SM. Q= 3 Is Is 1.08 729 Q=#PEOPLE*CFM*T.DIFF.-FACTOR) LAT. 0= 3 15 60 0.69 1530 DUCT HEAT GAIN: 0-FACTOR(R4rD.LG1100 0- 1.4 1200 45 100 766 LATENT FACTOR (300A OF SENSIBLE) 5055 SENSIBLE TOTAL 1 LATENT TOTAL 7276 GRAND TOTAL (SEN.+LATENT)= 24127 Manual J: ft Edition Aeskientled Heat Lose and Heat Gain CsWulsfim U= HEATING: TRANSMISSION: Q=AREA'FACTOR(U FACT. -TEMP IFF.) GLASS: Q= 132.5 X 29 3843 WALLS: Q= 561.4 X 4 3446 ROOF: Q= 764 X 0.8 688 VENTILATION: Q=FACTOR°CFWT.DIFFJFACTOR (-)INTERNAL HEAT GAIN (LPAJ SENSIBLE Q= 1.08 600 0.4 23 - 3839 4110 HUM LOAD Q=FACTOR'SHD*CFM Q= 0.67 10 S00 0.4 2144 DUCT HEAT LOSS Q=FACT0R(R-6)'D.LGJ100 Q= 1.4 800 45 1 100 567 TOTAL 14797 OR 4.34 BASED ON THE COOLING AND HEATING LOAD CALLS. ONE 2 TON A1C UNITS 24,200 BTTUH TOTAL 117.600 STUN SENS. (SEER 16) (104.44%) RHEEM 14AJM26AOI C.U. AND RHLL-HW417JA / RCSL-H2417AIR HANDLER UNIT VVITH STRIP HEATERS 5 KW CESAR M. CAVO A.I.A. ARCHITECTURE & PLANNING PHONE: 305-740-7929 REGISTRATION No, 4929 /Y'w'�- Manual J: 8th Edit& n Restclentol Heaths and Heat Gain CoWabons Page 6