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MC-13-951Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: __ l 0 6.sD N F to Yo�oommom000e-ae--,o 0 FBC 20 J Permit No. Master Permit No, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO � Z Flood Zone: P. OWNER: Name (Fee Simple Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:,_ Address: q!9 0VC- .�4 o tJ y `!F 2 0 19 City: �^. _ a State: cil= Qualifier Name: (h:�¢..�� Phone#:CIN_) Q — 2 T 7 State Certification or Registration #: CPY C K / 6 2 1 Certificate of Competency #: Contact Phone#: L Y2 —7-Y 7 C Email Address: l k- '7 2 3 (� C . c_j, DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $_ ? ©Square/Linear Footage of Work: Type of Work: OAddress OAlteration ONew . ;Repair/Replace Description of Work: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Tndning/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ ODemolition TOTAL FEE NOW DUE $_n_% I i 1��Kq 51(o 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature jv-,,Q—� Owner or Agent Contractor The fo trument as ac wledged�bef e s The foi day o 20y day of o �issonall to me or who produced who is Sign: Print: • identification and who did take an oath. ; identification and who 'd take an RY PUBLIC:. 0150 ��f9(sPI1�4®0 AAA My Commission Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. � COPY OF QUALIFIER'S STATE LIC CARD B. —� COPY OF LOCAL BUSINESS TAX RECEIPT C. e!:� COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG Den D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: (y\ Q' -CL '.tt- C BUSINESS ADDRESS: �`� r� ��� (�1�a�6 CITY STATE 9L ZIP CODE 3 (-9r; Z BUSINESS PHONE: 2 ®( 2-'t ? t; FAX NUMBER CELLPHONE ( ) Zll l- 2-11 7-C QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: CA -C II,`G Z, Q g E-MAIL ADDRESS OF APPLICABLE): LA►✓w�� Z 3 (2 -`- Created on 3119109 BY MLDV 1 RV 326(09 MLDV '4CVR f' CERTIFICATE OF LIABILITY INSURANCE 5/6/2013") 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 ceriiflcabs holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. N 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 endoiseme s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd.E-MAIL P. 0. Box 1927 Pompano Beach FL 33061 A Lisa O'Brien PHONE(954) 94$-5050 FAX (984)942-6310 ADDRESS: lisa0f ae.comn INSUREWAFFORIMCOVOIAGIE Nac e INSURER A:Old Dominion Insurance Conpany 40231 INSURED L & M Air Conditioning 49 North Federal Highway, #206 ponpaing Beach FL 33062 INSURER 8: c: INSURER D: INSURER E: 1INSURERF: COVERAGES CERTIFICATE NUMgERA2113 GL REVISION NIIMRERR 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. TR L TYPE OF INSURANCE POLICY NUMBER POU EFF LILY ERP Lam ACLAIMS-MADE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY ®OCCUR 493D /6/2012 /6/2013 EACH OCCURRENCE $ 1,000,000 PR IES (Ea ox r $ 500,000 MED EXP (Ary one neon) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN1 AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC PRODUCTS - COMPIOP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL AUTOS OA"ED SCHEDULEDBODILY AUTOS HIRED AUTOS NON -OWNED COMINUM gmaru–m–ff— (Ea BODILY INJURY (Per Person) $ INJURY (Per aorlderM $ PROPERTY DA E $ $ UMBRELLA LIAR EXCESS LIAR OCCUR CAMS MADE EACH OCCURRENCE 8 AGGREGATE $ DED NTIOP!$ $ WORKERS COMPENSATION AND EMPLOYED' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? El (Mands" In NH) if yes. desa�be under DESCRIPTION OF OPERATIONS below N I A V1 C STATU OTH TORY LIA EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AddHional Remarks Schedule, B mom space is required) (305)756-8972 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 25 (2010105) INS025 mnimm ni 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 rannan, Jr/XS . ©1933-2010 ACORD CORPORATION. All rights MSeroeq. Tim AMRn nama unci rnnn ars ennietnnori maeire of ArnPn STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH STRFFLT32399-0783 MICHAUD, LESLIE GEORGE L & M AIR CONDITIONING SYSTEM INC 49 NORTH FEDERAL BIGHwAY F0MPANO.BEACH FL 33062 --------------------••----------------- ------.------- ------ ---- ------ -------- .. . — --- -7 Congratulationsl With this license you become one of the nearly one million r- 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. r Every day we work to Improve the way we do business in order to solve you better For information about our services, please log onto www.myfIorida1lcens6.com. There you can find more Information about our divisions and the regulations that .` impact you, subscribe to department newsletters and learn more about the Department's 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 ucensei< DETACH HERE J �RS-n � s c, yM1 t max �� •$y4� : i tea. PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY cERTIFICATE OF ELECTION'To 13E EXEwwr FROM FLORM WORKERS COMPENSATIOtiLA1W EFFECTIVE 08/23/2012 EXPIRATION DATE: 08/23/2014 PERSON: LESLIE Q NICHAUD� FEIN: 282735781 BUSINESS NAME AND ADDRESS: L & M AIeCONDmONING SYSTEM INC 49 N FEDERAL HWY 8 206 POMPANO aEACH, FL 33062 SCOPE -OF BUSINESS OR'TRADE I- AIR CONDITIONING 2- CERTIFfEDIAC CONTRACTOR IMPORTANT. r Pursuant toChapter 44110M4, M, mN officer of 4 corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation wider this D chapter.; Pursuant to Chapter 44105021, F.S., Certificates of ' election to be H exempt.. -apply only -within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 4410503), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at arty time for failure of the person named on the certificate to meet *a requirements of this section. QUESTIONS? (850) 413-1609 i` CUT HERE Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED" 01-111 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: L & M AIR CONDITIONING SYSTEM INC Receipt #:HEATS /AI CONDITION Business Name. Business Type: to C CONTRACTOR? Owner Name: MICIiAuD, LESLIE G/QUAL Business Location: 49 N FEDERAL HWY #206 POMPANO BEACH Business Phone: 888-s�71 ROOMS xj Number of 1101achlim: Business Opened:03/15/2012 51Me1County1Cert1R9g:CAC18162 98 Exemption Code: Type: Tax Amount I Trarisier Fee a ? t fi t? tfbliy �' Coiledw Cost Total Palo ErIpXoy ksines 0.0 25.00 58.75 Type: Tax Amount I Trarisier Fee a ? t fi t? tfbliy �' Coiledw Cost Total Palo 27.00 0.0 25.00 58.75 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that It is in compliance with State or local laws and regulations. Mailing Address: L & M AIR CONDITIONING SYSTEM INC Receipt #02A-12-00005414 49 N FEDERAL HWY #206 Paid 01/17/2013 58.75 POMPANO BEACH, FL 33062 2012 -2013 9549426310 AC RO® FRANK H. FURMAN INC. 08:39:30 a.m. 05-06-2013 1 /1 CERTIFICATE OF LIAR11 !TV INA1IRAMPO i DATiE(MVMDNYM - - — — - — -- - — —1 Z/ O/ZU13 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: H the certificate holler Is an ADDITIONAL INSURED, the policy(les) must be endorsed. H SUBROGATION IS WAIVED, subject t0 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 holler in lieu of such end0rsemen s . PRODUCER W. CTLi.Sa 0' Brien Frank H. Furman, Inc. PHONE(954)943-5050 Fax (984)943-6310 1314 Bast Atlantic Blvd. LADDRESS.liaa4gurmaniaeuranc®.nom B. O. Box 1927 ( AFFORDING COVERAGE NAIC S INReach FL 33061 INSURERA:01d Dominion Insurance C 0231 BODILY INJURY (Per w0dent) $ INSSUREDURED DAMAGE $ $ L & M Air Conditioning INSURERB; 49 North Federal Highway, #206 URERC: INSURER D. INSURERS: p o Beach FL 33062 , R F, ^v�v uttl IIFICATE NUMBER:12/13 GL REVISION NUMBER: LCEXCWSIONS HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. GENERAL UABILITY X COMMERCIAL GENERAL LIABILITY A CLAIMS -MADE MX OCCUR GEN'L AGGREGATE UMIT APPLIES PER: X POLICY F1 P,% LOC AUTOMOBILE UABILnY ANY AUTO ALS ED SCHEDULED AUTOS HIRED AUTOS NON-OAUTOS UMBRELLA UAB OCCUR EXCESS UAB CLAIMS -MADE ED RETENTION S WORKERS COMPENSATION AND EMPLOYERS, UABILITY ANY PROPMETOR/PARTNER/EXECUTEVE YIN OFFICER/MEMSER EXCLUDED? N/ (M -da -Y In NH) -VDb1YYM /2013 UMITS EACH OCCURRENCE $ 1, 000, OOC $ 500, 00C MED EX, one on $ 10,000 PERSONAL & ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMPIOPAGG $ 2,000,000 I INO BODILY INJURY (Per peman) $ $ BODILY INJURY (Per w0dent) $ DAMAGE $ $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Atlach ACORD I01, AddHtona! Remarks Sctredtde, M mare apace is repaired! E.L (305)756-8972 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 = 2nd Avenin AUTHORRED REPRESENTATIVE Miami Shores, FL 33138 Trask Tuxman, Jr/K3 ACORD 25 (2010/05) ®1988-2010 ACORD CORPORATION. AU rights reserved INS025 (2momm The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 APPLICATION 1 JUN 0 4 2013 FBC 20 Permit No. Master Permit No ( ROOFING JOB ADDRESS: ro 0 S_�) C97 - (_d C,7— City: jCity: - Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Zone: ienanvjxssee lvame Phone#: Email: CONTRACTOR: Company Name: Address: (S City: Qualifier Name: _- Phone#: State Certification or Registration #: —Certificate of Competency #: Contact Phone#: Email -Address: DESIGNER: ArchitectBngineen Phone#: Value of Work for this Permit: Type of Work: OAddition Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ e Footage of Work: UO ORepair/Replace ODemolition CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fa $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Zip Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenceof posted notice, the inspection will nomproved and a reinspection fee will bF charged. �� t t Owner or Agent The f cpg instrume t as f day of , 20 Q by whois sonall kn wn to me or whd%bA produced tL identification and who did take an oath. NO Sig] Priv My The fore g ' instlWhent was acknowl i day of 20 ,�,. 2 Aho is Aersonally known to me or who has APPROVED BY /_7 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10=0evised 06/10/2009)(Revised 3/15/09) Sig] Prin My identification and who did take an oath. CD C! 6/ j3 TSB Clerk r ;1VN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 rION Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder Address: V.1 City: reebx State: Tenant/Ixtsee Name: Email: JOB ADDRESS: City: Miami Shores County: Folio/ParceW. p_ JUN 0 4 2013 y. AYE Permit No. W3 qS Master Permit No. C M CUL Is the Building Historically Designated: Yes NO 1/ Flood Zone: 1� a CONTRACTOR: Company Name: - C L � �o Phone#: , l 'Z ll -1 V 7 Address: Lf � A \j s `14 "J 4 2 & L city: T�� Qualifier Name: Phnne#_(-q State Certification or Registration #: �� C( `�� Certificate of Competency #: Contact Phone#: Email Address: .Z DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ SquareALJnear Footage of Work: Type of Work: DAddress UAlteration Description of Work: kh�5_l ?hX Submittal Fee $ Permit Fee Senning Fee $ ONew ORepair/Replace ODemolition CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City zip Zip Application is hereby made to obtaivCpermit to do the work and installations as indicated. I certify 'Mt no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the, person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no a approved a_ndayeinspetction fee will be charged Owner fr Agent The foregoing instrument wasledged before me this day ofaL,&-L—, 20 a by k lLk ioy , who is personally known to me or who has produced U QtAle_As identification and who did take an oath. NOTARY PUBLIC: Sign: Print:V My Commission al". BARBARAA ESTEP ,• ._ MY COMMISSION I DD 955300 •� EXPIRES: March 29, 2014 i ar t2�4•`` Bonded Thru Notary PUbk UndWffbM � r r Signature Contractor The foregoing instrument was acknowledged before me this 3� day of (lit -j , 20 Li, by US C U� who is personally known to me or who has produced—ES:,-- 0 y me roduced0Yee If t Lt c'y0&identification and who did take an oath. APPROVED BY L-3 Plans Examiner ` V7 -- {Revised 07110107xRevised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: l . Print: My Commission BARBARA A. ESTEP MY COMMISSION # DD 955300 z �? EXPIRES: March 29, 2014 • �tyq°;° Bonded Thru Notary Public Underwriters «�kk�kda8#48�kN�k �R�R+k Zoning Structural Review Clerk Permit Type: PLUMBING Miami Shores village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 TION JOB ADDRESS: l� JUIN FBC 20 Permit No. Master Permit No.� R�7 City: _ Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple x.109® City: t Tenant/Lessee Name: Email: CONTRACTOR: Company Name: j 1 I 1 Address: State: Zip: city: % Z� State: gip: .3 3 �I Qualifier Name: � A � Phone#: :z R(10 r State Certification or Registration #: (` F ( 2 i Certificate ofCompetency#: Contact Phone#: i� }�� �;� �� v cLv"N c I tLL2 �, �1 [� `� Email Address: � t $' l ,, lx� Z-_ DESIGNER: Architect/Engineer: Phone#•. Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddress Description of Work: Wlsi ONew ORepairMeplace ODemolition Submittal Fee $ Permit Fee $ !:�Zr CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ TraininglEducation Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address 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 constriction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mast promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly 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 o such posted tice, the inspection will not be roved 7andemuspecontifee will be charged CJ �1, Signature Signature42 42 r Owner or gen Con r d The fo oing instrumen as ac owledged f 's The foregoing instrument knowledged fore me this 2 9 day of 20 by day of D� 20 y who is me or w" prbeuced ho is wn to who has produced17_ ®� identification and who did take an oath. as idea on and who did take an oath. NOT ^ �P LIC: NOTARY THM ARGUELLO .- �` comm S "0 Ei:860806 Sign: d_ wa\e °N0t2�1� Sign: .'• RES February O8. X17 Print: �\ ►'Qt�n\c \ �.Syev�2�p� Pss° Print: T #es: sa ,Quu " 0 \ My Commission Expires: ; pry ,�� m`ss� °a My Commission Exp APPROVED BY �J✓ Plans Examiner Zoning Structural Review Clerk (Revise0/12/2012)(Revised 07/10MARevised 06/10/2009)(Revised 3/15/09) Miami Shores Village uilding Department N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 :CTION'S PHONE NUMBER: (305) 762.4949 0 Permit Type: Electrical JOB ADDRESS: 16CA6 Ar I FBC 20 JUN 0 4 M3 Permit No. I Master Permit No. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Zone: Email: L71 CONTRACTOR: Company Name: cleol-oeOV/ Phone#:.f Address: / &L,</ 4ea�! S City: L. OL4A Qualifier Name: State Certification or Registration #: 013Go 1 --� Certificate of Competency #: Oa6"" en 3p/,b Contact Phone#: 66-D `�� Email Address: jr S DESIGNER: Architect/Engineer.. Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Q�6� Type of Work: Description of Work: DAlteration ONew ORepair/Replace ODemolition Submittal Fee $ Permit Fee $ >-'drP!'® CCF Scanning Fee $ Notary $ Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CO/CC $ DBPR $ Bond $ Technology Fee $ 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 obtainpermit to do the work and installa 'ons as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be Wormed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secbed, Jor ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa SignatureU! Owner o ge Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befor me this day of , 20, by �fz day of �' , 20 a, by Ch who is personally known to me or who has produced /)L,'L. gf' who is personally known to me or who has produced_D L t_f,s As identification and who did take an oath. L� Cc, ", as identification and who did take an oath. NOTARY PUBLIC: Kevin Vega NOTARY PKevin Vega Notary Public Notary Public ��— State of Florida State of Florida Sign: Sign:OMM Print My Commission 56 res: Print: 4<ej,.n P✓� <0- Expires: July 11, 2n1 My Commission Expires: p j ( %� �_a My Commission Expo «� ) OOd r> y APPROVED BY A/ "&A- W- Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) Clerk Miami Shores Village . age Building Department MO N.E.2gd Avem:e, MiamiQfK Tel: (305) 795`.2204 Fax: (305) '89 75656.89 a 33136 D"FCTION'S PHONE 72 NUM88lB. (3p5) 762A949 BUILDING PERMIT APPLICATION Pumdt 1j►pe: BUILDING nC ZO Master Permit No.,•_"_ ROOFING JOB ADDRESS:_ , y O T ` hr - fAfMl s' �- 7 w""`rY`I w� D the BoDdb:g Htstorlcalty lutea: Yes — NO OWftR: No* (Fee Simple rsddokW): Address: , �, ; f ��d J1'tSg_�—,L.�• aT�Nsme: P ®®nn ,� CONTIIACTOR: Aftm: Y bft Name: 6yypt' p 1P' ,Of Worie OAltetali»�, Mew coki r - . *�««««+«ss+�•«+««ss��«a*««>!««Yes««««�+�ls�,ers�Ys«+�r,,««se�««sa�wa� . ; . . SebmkW Fee Pernik Fee $ CCF $ CO/CC �. b8'R s -Rend Notary T=10bWT4RcMbn Fee TftbnWlolw Fee Doable Fee $ --� Sb.Wft a W Review $ TOTAL FEE NOW DUE ' Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Fender's Name (if applicable) Mortgage Lender's Address ZIP Citj, State `� Mn Application is hereby made to obtain a permit to do the work iinstaUations as indicated. I c er* that no work or mon has commenced prior to the issuance of a permit and that all work will be perfornred to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELBCI'RICAL WOW PLUMBING, SIGNS, WELLS, POOLS, FURNAM, BQ RS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNEWS AFFIDAVIT: I certify that all the foregoing infuriation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ,'WARMING TO OWNER: YOUR FAICRE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EffROVEMENTS TO YOUR PROPERTY. IF YOV ' IN`T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF CO NgMENT-" . Notice to Applicant: As a condition to the issuance of a'building permit with an estimated yaIrte exceeft $ZSOQ, the applicant must promise in good faith that a copy of the notice of carp Nence»rent and cmatrixtion lien law brochure will be delivered to the person whose property is subject to anacknent. Also, a cert{Pied copy of die recorded notice of commencement must be posted at the job site for the ,first inspection which occurs seven . (7) days e*er the'bu#d`inj pemdf ,is issue& to the `absence of such posted nnbtice, the inspection will not be approved and4ueinspection jee will°be charged Si Sigaabue Owner or Agent , Tire was led The g ac ledged bG �3yt day Of 2"0 • iden"cadon and Drab. dent cation anal vtlio aid ta&e ap oath. NOTAII ? LIC: • t e�ot �\�t2p{5 N 'fAtY��''. ps e e c r ,t'`' ,, o tyPSS�• •.n�a Pubr :-15 ., 1 Sign: 5` Sign: n. P GO h NaiianaY+Plotar Print: My Commission *a**«««*#«**«****«o**«****«*«**+e«***t******«****s«««««*«**«**«****a*as APPROV)3i; $Y a� SFr Zoning Structaral Review Clark otev nd 313=12XRevised 07nW7)cttevW o6norM)WAvW MSM MIAMI•DADE MIAMI-DADE COUNTY ® PROD C ROL SECTION �• - - . DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY Cet, Room 208 AFFAIRS (PERA) a 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 315-WO86) 315-2599 NOTICE OF ACCEPTANCE (NOA) v/ era/ Mffir __ ECO Windows Systems, LLC - 7955 NW 770 Ave AUG � 9 2013 Miami, FL 33166 SCOPE: _ This NOA is being issued under the applicable rul d 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 Altura 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. �WIIX rM'� A RATING: Large and Small Missile Impact Resistant able Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings_ with ;inforcement) in sheet 3. The max door leaf width shall not to exceed 3T'. Mes GI and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insufflated t.090" Solutia interlayer. nit shall bear a permanent label with the manufacturer's name or logo, city, state and series at: "Miami -Dade County Product Control Approved", noted herein, rOA shall be considered after a renewal application has been filed and there has been no )le building code negatively affecting the performance of this product. • •3✓ MKO this NOA will occur after the expiration date or if there has been a revision or change in the t .� a i seam deo manufacture of the product or process. Misuse of this NOA as an endorsement of any j )roc� t, �o sas,- ertising or any other purposes shall automatically terminate this NOA. Failure to comply 'tl y ti9r o is NOA shall be cause for termination and removal of NOA. S z : The NOA number preceded by the words Miami -Dade County, Florida, and followed by LU e i n�a ay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall e im ti16 NSPECTION: 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. NOA No 12-0402.03 MIAJ2 of Expiration Date: July 19, 2017 ' Approval Date: July 19,2012 Page 1 ECO Windows Svstems. LLC ft X 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.L)", sheets l 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 2411 3.2.1, 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-1240039 HETI 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-Sella, 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. 114325.05 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. 'fest proposal, dated 10/14/11 and 02-21-12 approved b PERA. f5c. I_a4 —�Ishaq I. C ianda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 4ZA "'D. GLASS 3/18' HEAT STREN'D. GLASS ro4V LAYER .090' INTERLAYER N VB BY 'DUPONT' BUTACITE PVB BY 'DUPONT O AT STlIY/. GLASS g 3/16' HEAT STREN'D. GLASS AICONE F SILICONEDOW CORNING 899 l DOW CORNING 899 H 28 AK \ / SETTING BLOCKS S CEEDIN , ONLY. tQ� �• — — NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS GLASS TYPE 'GLGLASS TYPE 'G2' 1/B' TEMP. GLASS 8/18' AIR SPACE 1/8' HEAT STREN'D. GLASS 080' INTERLAYER] SAFLEX TIG BY UWTW p0 n 1/8' HEAT STREN'D. MASSSILICONE 'T• Qr� 70 y� DOW CODING BOB 28 MT. STEEL �' Z m METAL FACER 0 :1 p n W rn� SILICONE SERIES SERIES 600 i � ALUMINUM OUTSWING ENTRANCE DOOR \ // SITTING BLOCKS A7 INSUL. LAN. GLASS — NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. 0 SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL raAsS TYPE 'G3' I APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 1 RESISTANCE IS REQUIRED. - Q THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �,1 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY^^'� �t^�"�+ HURRICANE ZONE (HVHZ). 1BY OR 2BY 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 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. A1�IA0 ° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED.ANCHORING OR .•''• '' NOT PART THIS LOADINGAPPCONDOVALITIONS NOT SHOWN IN THESE DETAILS ARE .;.. ' . .•'` ' jj A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHCRS INTO WOOD ONLY. drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ,�•a'2 �Z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12 08 REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.&4. . 1, sFleet T of 9 Fp E DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GUN FRAMELEAF WIDTH FRAME E..(.-) IML(-) WIDTH HEIGHT 39- "1 37' 1 98' 1 70.0 78.0 (XX) DOORS LOAD CAPACITY - PSP DOUBLE (XX) DGDR ONS. LAMINATED GLASS FR 1 LEAF WIDTH WIDTH HQt91T 78' 37* 9H' 70.0 78.0 GLASS D.L.O, bIMS. D.L.O. HEIGHT =FRAME HEIGHT - 11.129` D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" DZO. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 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 hA..i+E' 7 2 9 `Lkl drawing no. ;►!lid, .8� W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF SIDEIM WH WISLE OR DOUBLE LEAF DOORS (SEE NOTE BELOH) SMELITE FRAME INCHES SIDEUTE FRAME MW BI9'RODT REINFORCING mm REINFORCING INCHES EXT.(+) mm-) EXT.(+) INT:(-) 24 30 38 37 42 82 70.0 75.0 70.0 7&0 704 75.0 70.0 7&0 70.0 754 70.0 75.0 70.0 78.0 70.0 7&0 81.7 8&1 61.7 170.0 88.1 24 30 36 37 42 86 70.0 78.0 70.0 7&0 70.0 754 MD 75.0 75.0 70.0 7&0 704 7&0 70.0 75.0 81.7 88.1 61.7 88.1 24 30 35 37 92 70.0 75.0 70.0 75.0 889 1 88.8 1 70.0 75.0 64.1 04,1 70.0 7&0 63.3 63.3 70.0 75.0 24 30 36 37 118 63.3 63.3 70.0 7&0 57.8 579 704 75.0 83.1 83.1 70.0 7&0 82.4 32.4 1 704 734 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. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) a FRAME WIDTH - 4.438" (OXXO)(� �y 1 Z IE9AN NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED -04 M 3 SEC. GUSTS) ANDFLORIDA BUILDING COM SSION DECLARATORY STATEMENT DCA05-DEC-219 drawing no. W12-08 X9[16" MIN. PE I1/ rHn. PENETRATION WOW BUCIC TIPICAI. ANCHORS EDGE DIST. IBY OORRY WOOD BUCK WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS TYPICAL ANCHORS FOR SPPAACHNTIGONS FOR SPACINGSEE ONS NS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO MINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPAGNG ,1f4" DIA ULTRACON BY 'ELCO' (Fu -177 KS, Fy-155 161) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENEfRAT10N 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 014 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. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE mi" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o a 3000 PSI MN. C-90 HOLLOW/FILLED BOCK AT JAMBS f'm . 20DO PSI MIN. u g< DOOR DETAILS EW ; RA 'PE drawing no. g1 W12-08 e. sheet 4 of 9 T'PI CAL ANCHORS SPACING 1M�tiAl1Idn 1. t4A PE,z DOOR DETAILS m arowing no. W12-08 TYPICAL ANCHORS `SEE ELEVATIONS /A / FOR SPACING moNs F i f v EDGE DIST. •TYPICAL ANCHORS SEE ELEVATIONS FOR SPACMG TYPICAL ANWORS rCR SPAELEV. aIIIFM . 2— FtA 11E�A70D92. Owl o!' �C,�.a I.1.119r1 ��1.'�658`+,,• •i .i. SIDELITE DETAILS drawing no. W12-08 O O Skk6 S4 4Z f `I Ai I T fl� t "e e s� F PF _ so moNs F i f v EDGE DIST. •TYPICAL ANCHORS SEE ELEVATIONS FOR SPACMG TYPICAL ANWORS rCR SPAELEV. aIIIFM . 2— FtA 11E�A70D92. Owl o!' �C,�.a I.1.119r1 ��1.'�658`+,,• •i .i. SIDELITE DETAILS drawing no. W12-08 LOCKS: OPTION Al ACTIVE LEAF: 4 PONT LOCK ASSEMBLY DLOI-6007 BY 'WTERLOCX USA INC' (2) LOOKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SIU. THROW BETS ATTACHED TO LOCK BY 3/6" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM INACTIVE,�s�: 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 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 DPTWN 92: ACTIVEEAC: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY UMSET' 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 'SULLIVAN & ASSOC.' I/2" X 2" THROW BMTS ENGAGING FRAME AT HEAD AND SIU. MANUALLY OPERATED LEVERS MOUNTED ON S71LE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF.- CONCEALED EAF: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) #8-32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DUPING PERIODS OF HURRICANE WARNING. ITEM $ PART 9 READ. DERCRIPTION MATERIAL, MANP./SUPPIJEB/R&MARIGS 1 Etmt DOOR FRAME HEAD/SIL am -T8 2 E802 FRAME COVER 6063 -TB Firyr: .JAVA CIVIL - p FF C.,K. `JB]eTD8A2 . 3 E603 - DODR FRAME JAMB 6053 -TG - 4 E504 - SMITE TOP & BOTTOM FRAME 8083-T8 - . 4A 9628 - SIDEUTE 9" BOTTOM FRAME 8083 -TB - 5 EGOS - SIDEUTE FRAME JAMS 6083 -TB 6 EBDB SWEUIE SLIP ON JAMS 8083 -TB 7 E807 LEAF TOP & BOTTOM M 6063-T8 7A E025 - LEAF 9" BOTTOM RAIL 8683-T6 - B EGOS - LEAF W'STRIP ADAPTER 6063 -TB - 9 ESD9 LEAF HINGE ETRE 8083-18 10 E610 - LEAF LOCK STILE 8083-T8 - 11 E611 - LEAF ASTRAGAL STILE 8063 -TB - 12 E612 - ILEAF AUtWWNT BRACKET 6083-T6 ^ 13 E613 LEAF CLAMP 8083-T8 4-1/4" LONG 13A E813 HINGE SACK -UP PLATE 6083 -TB 12° LONG 14 E814 GLAZING BEAD (5/IB" IAM. GLASS) 8083^76 144 E109 GLAZING BEAD (7/(711WLAM. CLASS) 6083 -TB - 15 E815 n GLAZING BEAD `INSUIL. GLASS) 8083-T8 18 E818 - SNAP COVER 8083-T8 - 17 E013 - BOLT SUPPORT 6053-T6 NOT SHOWN 18 - AS REED. SIDEUTE MULLION REINFORCING 8063-T6 19 FD -107 3/ LEAF SUIT HNGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & AMC. 22 012 SMS AS RED]). FRAME ASSEMBLY SCREWS - - 23 012 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS ' 24 - - 3/8' DIA. THREADED ROD STEEL - 25 W11323 - PSE W$TIS+PINO WOOL ULTRAFAB 26 E20818-XN-3020 - BULB W'STRIPPING SANTOPfME jEPDM 27 E208 CL42M BEAD BULB SANTOPRENE I ULTRAFAS 2B - GLASS SPACER SILICONE FRANK LOWS RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON 30 OLOI RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOIWB WHRE BOLT SUPPORT BLOCK POLYETHYLENE ACNE PLASTIC 33 X 3/4" 2/ ADAPTERFH SCREWS - 34 P#10 2/ LRE SETIIN6 BLOCK 1/4' X 1/2' X 4' LONG =BLOCK, EPOU AT 6" FROM EACH END. DURDMETER 88#5 35 2/ LITE I SETTW BLOCK 1/4' X 3/4" X 4" LONG I EPDM AT 8" FROM EACH END. iUROMEFER 0*6 HINGES; 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART NFD -107 BY SULLIVAN & AS= 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MOSPAN (38" O.C. MAX.) HINGES FASTENED WITH 010 X i' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 0, Z' Firyr: .JAVA CIVIL - p FF C.,K. `JB]eTD8A2 . � � 3 drawing no. W12-08 sheet 7 of 9 4.000 078 1750 .078 4.031 4.750 Lis -1.507-4 7 LEAF TOP/BOTTOM RAIL -.519 .045 1.OA7 to GLAZING F^-.394 I •80 .080 1.047 GLAZING BE OLMWSUL �- .130 .803 .045 1.172 is GL GBE t $00 .082 a LEAF W'STRIP ADAPTER .094 .31 .442' / '.. %, 9 v, t 2 1.584 LEAF ALIGNMENT BRACKET 750 x.281 .378 T 1 .125 � 1.87 .126 A78t L � t3 HINGEBACK-UPPPLATE to t 2so .719 SIDEUTE MULLION REINFORCING FsW;.dAVAO. 4.188 t'a92 '•; , +tt��,�.• •` 9 SIDEUTE SLIP ON JAMB V �� t N z � $ n q � e1 E .625.803 LOU t DOOR FRAME HEAD/SILL 7.b31-.312 7A 3.719 1.507 �•t 1 .078 azso RAIL 4.000 4.781 II -1.507 -� 1.750 SIDELITE TOP & .074 BOTTOM FRAME 4.7t9 .078 1.780 1.507 4.0--�I 00 I 9 LEAF HINGE STILE fJ gA N °3 Q Q N1 2 Z gg�� ,d, �7 W :t o 1.780 BOTTOM 8.344 4.000 1750' 2.081 1.807 .078 to LEAF LOCK STILE 9" .329 .078 1.512 2 FRAME COVER 3.719 8.281 1.507 �t �y e 4 g al $ ° g -5'344 .078 1.60.7 1.780 t .078 9000 ff5...12 M .887 -� .050 1.197 .164 1a SNAP COVER 4.000 tt LEAF ASTRAGAL STILE 4.000 .074 t.5oo .826 2.097. FO7.. 4.000 LU45LV�Zgt� s SIDELITE 1 soo 719 1.507 FRAME JAMB ti �' •° g SIDEUTE 9" BOTTOM FRAME 3 DOOR FRAME JAMB 0 M` LEAF CORNER 6 . I ii.i:u � " 7i 7 � • � �I iil�i f1Y4 ill..' .F CSN• 8 Browing no. W 12-08 J MIAMI•DADE 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.miamldadegav/pera -Eco Window Systems, LLC. 7955 NW 77`h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 11560 ECO -Guard" Aluminum Projected Out Window-•L.M.I. APPROVAL DOCUMENT: Drawing No. W11-08, titled Series "S 560 Aluminum Projected Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision B dated 01/31/l 1, 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 NOA # 11-0309.05 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. 'o", NOA No. 12-0223.26 Expiration Date: May 26, 2416 Approval Date: May 03, 2012 fz3�J� Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1148, titled "S-560 Aluminum Projected Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11 with revision B dated 01/31/12, 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 2411 3.2.1, 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-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA#11-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al—Farooq Corporation, dated 03/02/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA#11-0309.05) 2. Glazing complies with ASTM E1300-04 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 "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. G. OTHER 1. Notice of Acceptance No. 11-0309.05, issued to Eco Window Systems, LLC for their Series "560 ECO -Guard" Aluminum Project Out Window — L.M.I.", approved on 05/26/11 andexpiring on 05/26/16. Manue Pe Product Control min NOA No. 1 .26 Expiration Date: May 26, 2016 Approval Date: May 03, 2012 E-1 In FALSE IW WOW. YAM WDW. HEIGHT 19-1 8' 93-1 B 28-1 2° 53-t 8' 32" &1-1/0" 37* 53-t 8' 4Y 48' a0 7 r —53-1/8- 37' 71 MA%. HEAD/SILL CORNERS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR �zEs sHowN AtiDYE ore swnu.ER) — 70.0 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 FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES -580 ALUMINUM PROJECT—QUT WINDOYP APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED 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 MATERIA. 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 STET KETAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Of THE FLORIDA BLDG. CODE SECTION 2003.8.4. I 53 wa 51 ENI 49 9 HEAT STREN'D. GLASS .090 INTERLAYER BUTACI E PVB BY 'DUPONT' r1/8° HEAT STREWD. GLASS WOW. NDGNT N0. Of AT sASH 28' 2 38-3 3 sa-s e" a 93-1 8° 4 %. TEMP. GLASS -3/e° AIR SPACE 1/8° HEAT STREWD. GLASS .090 INTERLAYER BUTACITE PVB BY 'OUPONT' ,\ v r1/8" HEAT STREN'D. CLASS L::�J) I Tl_=ejll� GLASS TYPE 'A' I GLASS TYPE 'AA' GLAZING QFnONS 899 t9 SETTG4G•BLOCKS AT INSUL. IAM. GLASS NOTCH QLAMG SM LEG T0. PRODUCTRB' FIA PC y 70692 I,+FA�L l39{TB $aDdThB �. gpqy T)ato •�14 1� ltd aroenn9 no. W11-08 10 TYPO TYPII WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1YPICa FC TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ile DIA TAPCON BY 'ITW' (N-120 M Fy-92 KSQ " J Ile DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fya155 x51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 1-3/8' MIN. PENETRATION INTO WOOD W THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4' MON. EMBED INTO CONC. OR MASONRYa. Sad DIRECTLY INTO CONC. OR MASONRY 3 c S 1-1/4' MON. EMBED INTO CONC. OR MASONRY Bt4 SMS OR SELF DRILLING SGREWS (GRADE 2 CRS) INTO METAL STRUCTURES .. STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) lu W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N n g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMSOR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") (NO SLUM SPACE) c TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. g INTO WOOD STRUCTURE - 1' MIN. $ INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL. OR JAMBS Pc . 3000 PSI MIN. m C-90 HOUAW/FILLED BLOCK AT JAMBS Cm - 2000 PSI MIN. 4;t CML PRODUCTRBVWD : •� F!A � the PlodM g C DO 1� a 201E drawing no. W11-08 i/4' MATH. 1/4' MM 11 SIHOs O 1/4' MNL SHIM ril! r� Art ir 811 T 7 TYPICAL ANQUM • p• SEE ELEV. 20Y WOOD TYPICAL ANCHORSSEE VLEV.�« SCREEN OPT ��•••.�••������� a FOR SPACDI6 SM FOR SP Q a r VV ,sY WDOD BUCK S 10 r TYPICAL ANCA EXTERIOR a � SPACM SIRUCCRIRREE D.L. OPG (, Tf , VENT WIDTH WINDOW WIDTH Vl oZZ� iM >6 • MUM APPPPROVVEED MULLION SEE SEPAIWE NDA TYPICAL ANCHORS 8 u rc H. SEE ELEV. FOR SPACING Z ~ ti W n� O I 1 __—_M--- li 11 I 1 It II 1 1 T EXTERIOR 4 MODW WIDTH WMDDW WIDTH X60 N •� I ; Ilgr: ,I(�VgO' AF1MA0 •. ODiJCT RBVISW CM iHh PE @@ 70M wrwcM WIfL,iq Fle,Gra g C prey @Li ij$ droving no. 12 W11-48 1 '• sheet or 8 TYPICAL ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING O ALT. e y 7 =M couNTr APPROVED MN.LgN & lQI E. ANCHORS SEE SEPARATE NOA TYPICAL JIV MAX. SEE ELEV. FOR SPACING ALT. W CIVIL PRO] Fu:PE 88 7M92 p8 elm CqN. 3038 t Band I 5 . RIF,* **afta m - Ifl TYPICAL ANCHORS SEE ELEV, FOR SPACING O ALT. e y 7 =M couNTr APPROVED MN.LgN & lQI E. ANCHORS SEE SEPARATE NOA TYPICAL JIV MAX. SEE ELEV. FOR SPACING ALT. W CIVIL PRO] Fu:PE 88 7M92 p8 elm CqN. 3038 t Band I 5 FRAME HEAD/SILL/JAMB 0 S19 — C .049 1.047 GLAZING BEAD (LAM. CLASS) 130 .045 Ml 112 GAZING BEAD (WWL IAM. GLASS) .249 L ��.120 .no I"- ® SNUBBER - VENT z F=j PARI.IF I YVAT411TY DESCI ION NAIRMA. MdHF./BOPPLIER/mum 1 18D1 4 FHl91E HFAD/SILL/JMMS 8083-08 - 2 ES02 4 VENT W83 -T8 - 3 MOB AS REDO. 61AWKI BEAD (IAN. OIASS) 6083-78 - 3A 00 AS RE ID. G1A3ND SFAD GNSUI. IAM. O1ASM 8083-T8 - 4 1808 AS REXIL MADER - VENT. RU LENGTH 8083 -TB - 4A E908 AS REOD. $NL - FRNME, FULL LENGTH 6083-T8 - 3 1808 OPTXSNAI. SCREEN FRAME 8083-T8 - 7 010 X 1-1/4' AS REOD. FRAME AND VENT ASSEMBLY SO ENS - H RS SMS NYLON ANTI -SAG SKATES BY PLASTICS' (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS AS READ. BULB fid. OUROMLTER 68 SAN70PRENE ULIRAFAS E203 AS REOD. DAV= BEAD BIAS. OUROMETER 65 SANTOPRENE UURAFAB 36.12.00.400 2/ VENT 4 BAR HNOES ST. SIM TRUTH. @ISIALIM lilllH (2) 010 X 9/e" SOS r12E203 13098.92 1 MULTI POW LOCK SYSTIM - TRUTN 31984.92 AS REOD. KEEPER STEEL TRUTH 82.13.012 1/ VENT ROTO OPERATOR ZAMAX/SIL TRIM AT 12" FROM ENDS PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 18 FV120 AS REOD. FLUSH FRAME ADAPTER 8083-T6 OPTIONAL 18 2 ANTI SAO SKATL AT 4-1/2" FROM EACH END NYLON M&M PLASTICS 17 010 IT 1-1/4' 2/ SKATE FH SDS SKATE SCRENS 18 08 X 3/C AS REOD. FN SHS SNUBBER SCREWS - IN PAHO Y APART. PARVO SPACED AT 7-3/4' O.C. 19 - 2/ LITE SETTING BLOCK. 3/IB' X 3/4" X 4" LOW NES AT 8' FROM EACH END. DUROAIETER 65 20 FLB-50 OASS SPACES - 1/8" HIOI Sm=m I FRANK LOSE M droving no. W11-08 $EALOT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PAR9JETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. .05 LJI '°6a LOCKS: 788 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT EACH JAMB LOCK OPERATOR #24.33.)(X.004 AT 8-1/2" FROM SILL 2.811 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 19 Fl USH FRAME ADAPTER X33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X I" P PH SMS 1.790 STAINLESS STEEL KEEPERS 031964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FTR SMS SEE CHART ON SHEET 1 FOR QUANTITIES .493 7.750 HINGES, 4 BAR ST/ST HINGES 035.12.00.400 BY 'TRUTH'. LOCATED AT TOP CORNERS .493 FASTENED WITH (3) #10 X 5/8" P PH SELF DRILLING SCREWS 1a CORNER KEY OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS •2 -OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS 7¢60 ___.1zo II —f ANTI—SAG SKATES: 'M&M 1.256--•I NYLON ANTI -SAG SKATES BY PLASTICS' (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ® SNUBBER -FRAME M droving no. W11-08 CMt' � Ptmida � •� $ Dato fa a Browing no. W11-08 Y zotz sheet 6 of 6 16 t MIAMa DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE O A} Eco Window Systems, LLC - 7955 NW 77fi" Avenue Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 -SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/para 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 -Dada 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 B dated 01/31/I2, 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 NOA # 09-0312.08 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. r rNOA No. 12-0221-05 le Expiration Date: May 27, 2014 Approval Date. April 26, 2012 Page 1 L ' , A Eco Windows Systems, LLC NOTICE OF A(CCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I . Manufacturer's die drawings and sections. 2. 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 B dated 01/31/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 11 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, signal and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09 03X2.08) 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NDA#09-0332.08) 3. 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. (Submitted under previous NOA#09-0332.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per 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 under previous NOA#09-0312.08) E-1 NlahuelP.E. Product Contr E miner NOA No. 12-0221-05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 L , . Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTua=) 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. BETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NDA#09 0312.08) 6. 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 previous NOA#04 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. BETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous 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-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0312.08) C.. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation, complying with FBC-2010, dated 01/27/12, signed and sealed by 7avad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs TERA) Mannel Per Product Control Exft1njt NOA No. 12- . 5 Expiration Date: May 27, 2014 Approval Date: AprU 26, 2012 E-2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11.0624.02 issued to El. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. 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. 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under previous NOA#09-0312.08) G. OTHER 1. Notice of Acceptance No. 09-0312.08, issued to Eco Window Systems, LLC. for their `Boo -Guard Series -200" Aluminum Horizontal Rolling Window. — L.M.I., approved on 05/27/09 and expiring on 05/27/14. Mal Per Product Control Exa NOA No.12-42 . 5 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E-3 N 3 1/2` MAIL WINDOW WIDTH %,. A $ FALSE MUNTINS 31 1/4• 32 3/4" (SURFACE APPLIED) MAY BE tSEb D.L. +3+6. D.L. OPG. 35 3/8- VENT NADTH -GUARD BERIES-200 41MUN—HORIZONTAL_ 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 H.R./H.R. OR HORIZONTAL ROLLING 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). m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIA. 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 NDT LIMNED To STEEL/METAL. SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA WS SHALL MEET THE REOUREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4. c HEAT STREN'D. GLASS 090• INTERLAYER BUTACIE PVB BY 'DUPONT' r1/8" HEAT STREN'D. GLASS LMNDOW WIDTH 3 1/2• MA%.q• f0 S/8. r %,. A FALSE NIUNDNS (SURFACE APPLIED) 3/4• I 32 3/4` INING 899 2090 F 36 71W VENT WUTH HEAT STREWD. GLASS .090' INTERLAYER SENTRYGLAS BY 'DUPONY r1/8` HEAT STREN'D. MUSS GE 899 THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT.I SHUTTERS ARE NOT REQUAItD..' , 4 PRODUCE RGVI88D i IRR PEI i 701182 , '861y1EgWHht59F19ftDaft cAgJ ,tl2i,Q$¢ $ ' t ,lrarrtng ,m. W09-12 nhe�7 DESIGN LOAD CAPAWY - PSF (X0, OX OR XII SIS) 111NDOIT DDES. A W/O WIP VIM RMW. O r TYPE 'A' 01688 TYPE '8' EXT.{+) WT.(-) EXT.(+) WT.(-) wom HEIOHT 20-1/2' 37' 53-1/8" 74" N. (3) 4 MA 80.0 80.0 MIA 4 70.0 60.0 60.0 904 6 70.0 SOA 80.0 90A a 70.0 80.0 60.0 SOA 26-1/2" 37' 53-1/8" 74• 38-3/8' (3) 4 70.o BOA sma 9oA 4 70.0 80.0 60.0 BOA 6 no 60.0 80.0 90A 8 70.0 80.0 60.0 90.0 28-1/2- 37- 53-1/8" 74' 50-8/8" (4) 4 70.0 80.0 80.0 90A 4 70.0 1 80.0 1 804 90.0 8 70.0 BOA 80.0 90.0 8 70.0 80.0 80.0 90.0 26-1/2' 37' 83-1/5• 74' (8) 4 70.0 a0A 60.0 9" 4 68.9 77.5 80A 90.0 8 70.0 70.0 00.0 90.0 a 70.0 70.0 80.0 80.4 24' ss" or 7r 2) 4 70.0 80.0 BOA 90.0 a Tao Bao baa 9"48" 6 704 BOA 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 BOA 80.0 90.0 24" 36' 48' 60' 7r 12 704 a" BOA 4. 70.0 804 804 90.0 4 70.0 BOA 60.0 90A 6 70.0 804 80.0 904 6 70.0 80.0 80.0 90.0 8 70.0 804 804 90.0 24• 36• 48' 00' 7r 41 4 70.0 SOA 80.0 90.0 4 70.0 BOA 80.0 90.0 6 704 80.0 80.0 90.0 a 70.0 BOA 80.0 80.0 a 70.0 80.0 80.0 BOA 24` 36" 48" 00" 72" -4 704 80.0 Bao 90.0 4 70.0 BOO Sao 904 8 70.0 70.0 80.0 904 6 70.0 70.0 BOO 90.0 8 70.0 70.0 800 87.6 A m NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB LEFT AND RIGHT YEWS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' r s DEMON LOAD CAPACITY - IN (XOX 'SIZES) 1Tmov DINS. A REINF. wm REINF. TYPE 'A' 91288 TYPE '8' WT.(-) Ea.(+) WL(-) WIDTH HE88R 74• 108-1/4' 111' G 70.0 80.0 8DA 9O0 SDA 80A JA 90.0 80.0 60.0 80.0 74' 108-1/4' 111' 38-5/8` (3) 9 70.0 80A 80.0 90.0 80.0 80.0 90.0 12 70.0 80.0 BOO 90.0 74'-5/8. 106-1/4' 111' (4) 9 70.0 804 80A 90A 12 70.0 80.0 80.0 90.0 12 704 10.0 80.0 90.0 74' 108-1/4• 111' w) 9 70.0 70.0 804 90.0 �_12 70.0 70.0 80.0 82.8 12 70.0 70.0 804 80.4 72" 84• 98" 108' 24' (2) 9 70.0 80.0 80.0 9Q0 9 70.0 80.0 80.0 90.0 12 700 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96' 10B' 36' (3) 1 9 70.0 WA SDA 90.0 9 70.0 804 80.0 Sao 12 70A 80.0 80.0 90.0 12 704 a" BOA 90.0 7r a4' 90' 108' 48" (4) 9 70.0 60.0 60.0 904 9 70.0 804 80.0 90.0 12 70.0 804 80.0 a0.0 12 70.0 ODA Bao 80.0 7r a4' 98' 108" 60' (5) 9 70A 70.0 80.0 904 9 70.0 70.0 e.0 90.0 12 70.0 70.0 80.0 90.0 12 70A 70.0 EA 87.6 A m NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERAIING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIM) WINWIT DIMS. A (1/3W) (1/3W) (1/3W) 74`9 108-1/4' 111" G OPERAIING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIM) WINWIT DIMS. A W/o nw. WE mw. 01689 TTPE 'A' (BASS TYPE '8' EXT.(+) WL(-) EXT.(+) WT.(-) WIDTH HEOHT 74`9 108-1/4' 111" (3) 70.0 80.0 80A 0&0 12 70.0 W.0 SU MO 12 70.0 604 BOA MQ 74" 106-1/4' 111' 38,3/8• (3) 1 9 70.0 80.0 804 90.0 12 - - au 90.0 12 - - au 90.0 74- 50-3/8 (4) 9 80.0 80.0 90.0 74' 83' (8) 9 N70.0 70.0 804 90.0 72' 84° g6' 106" 24" (2) 9 80.0 804 90.0 9 80.0 80A 90.0 12 80A 80.0 I 90.0 12 70.0 a0A au 90.0 72" 84" 96" tae" 36' (3) 9 704 80.0 80.0 904 9 70.0 60.0 804 90.0 12 70.0 a0A 80A 90.0 - - 00A 90.0 72' 64" 96• 4(84) 9 70.0 00.0 80.0 90.0 9 704 704 80A 90.0 12 70A 70.0 e0A 90.0 72' �' (5) 9 70.0 70.0 80.0 90A A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WID7H 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARkTORY STATEMENT DCA05-DEC-219 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARECAA W2 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF t 20)� SEE SHEET 4 FOR DETAIL. droWing no. W09-12 (1/0) (1/2W) (1/41 4 y OPERATING VENTS TO BE 1/4 OF THE WINDOW WID7H 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARkTORY STATEMENT DCA05-DEC-219 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARECAA W2 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF t 20)� SEE SHEET 4 FOR DETAIL. droWing no. W09-12 pmm -AaXO ' v cW& PRODUCTIUMSBD !L 7Mz' ara" no. W09-12 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �VEEPIiOLES: TYPICAL ANCHORS: sm alv. FOR srAcm W1 3/8" X 2-1/4' WEEP14OLES AT EACH END 1/4° OLA TAPCON BY 'LTW' (FU -120 KS1, Fy-92 KSO AND 37° O.C. MAX. 1/4" DIA ULTRA�1 BY 'ELCO' (Fu -177 KSI, Fy"155 M) SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-3/8" MIN. PENETRATION INTO WOOD JOINT SEALER. •THRU 10Y 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 SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Py m 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (WOE 2 CIS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) N TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2- MIN. INTO WOOD STRUCTURE m 1' MIN. INTO METAL STRUCTURE a 3/4" MIN. N W TR CONCRETE AT HEAD, SILL. OR JAMB$ 1'c m 3000 PSI Mh%L L C-90 HOLLAWfFILLED BLOCK AT. JAMBS Pm . 2000 PSI MIN. ' v cW& PRODUCTIUMSBD !L 7Mz' ara" no. W09-12 ,YR xa LaYotrr amwing no. W09-12 METAL 4olV STRUCTURE TYPICAL ANCHOR ��' ANCA MIAMI -GAVE COITNTY APPROVED 7E SEE E EV. FOR SPACING SEE ELEV. FOR SPACING SEE SEPARATE tMULIJON ANCHORS Z i ALT. TYPICAL ANCHORS Ta3S TSEE ELM FOR SPACING Ile MAXSHMS © $ ALT. 3 w�8 � E Ella rfiWAL SEE EIEV.FOR SPACING SEE ELEEVP, FOR ANCHORS rF"R ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ems UWAD MODUCT RREVIM ^y s 7tiS9ft z Bail CaieafthureF g8 .'• .r I .. `.iS� No ,. DO 1z drOYlllfg no. ° i W09-12 sheet $ of 7 (t) FRAME HEAD ,.087 PART # QUANTITY .7,�s HATERIAL 318' ,• FY201 sa 1.434 2. 3 8083-T8 L111.140-1 t2 11 VENT TOP/BOTTOM RAIL STEEL REINFORCING Z0100 FY203 1 SILL TRACK ONSERT 8093 -TB 1.250 FY205 L041 4 6093 -TB - 5 .71: .046 .803 6083-T6 .140 2548 M04 1.047 FIXED MM RAL 6093-T8 .062 0 _ 10 GLAZING BEAD 1/ VENT 1 U JAMB STILE 2.083 {.878 742.501 1.250 1.— 1.340 .o9z .500 1.344 2.750 O7 MEETING RAIL FRAME SILL *—.082 1314 422 1 .082 1.378 SU SILL TRACK © FIXED MTG. RAIL MOV. FRAME JAMB 1 (5) FIXED FRAME JAMB Jw2.688 .052 .s 69 2.61, ® FLUSH FRAME ADAPTER TTRM PART # QUANTITY DRSCRIP"ON HATERIAL MANP./811PPL=/RBLTARXB 1 FY201 1 FRAME HEAD 8083-T8 2 FY202 1 FRAME SIL 8083-T8 3 FY203 1 SILL TRACK ONSERT 8093 -TB 4 FY205 AS FWD. MOV. FRAME JAMS 6093 -TB - 5 FYt01 AS READ. FOU FRAME JAMB 6083-T6 - 6 M04 1/ VENT FIXED MM RAL 6093-T8 FY105 1/ VENT VENT DITERI.00K 6183-T8 - .FY206 1/ VENT JAMB STILE 6083 -TB FY107 2/ VENT TOP AND BOTTOM RAIL 6X83 -T8 - V137 FY108 AS REGO. GtAZM READ 6083 -TB - - AS REOD. REMORCINO 80.8 STEEL - - AS REOD. REMORMW BAR STEEL - FY204 AS RTEOD. ADD-ON SILL RISER 8083-78 USE AS REDD. 14 FY208 4/ VENT ROLLER 1NUSWG Mt GUIDE CELLON - 15 FY209 z/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL ' 17 p X 1' AS READ. FIRA,ME/VEM ASSEMBLY SCREWS CNS P.H. SMS 18 88 X 3' 2/ VENT FIX. HAIL SILL SCIRM (SOI. END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL W MWWWO - ULTRACAS 20 03007190 AS REOD. BULB SEAL 0-LON SCHLEGEL 21 c7 AS READ. BULB SEAL SANTOPRENE ULTRAFAR. MROIETER 8555 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENM ULTWIFAB, DUROMETER 8535 23 FLS -50 AS HEAD. GUM SPACER SKMNE FRANC LOWE 24 SL203P 2/ VENT SWEEP CATCH - SULUVAN do ASSOC. 25 IS X 1/8" 2/ LATCH LATCH 981'. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27- 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 FLUSH FRAME ADAPTER 6083-T8 OPTIONAL RA PE Wft esamPl �1vRL81oP1oT�a .. BODdRiffi � fE� 2012• B7 aro,ing no. W09-12 AA P 3� FRAME TOP CORNER .V IT TOP/BOTTOM CORNERS M VVV!!! W) UO ao g<m . av o MQIAD mm cTeevissu .o ••�••. es aontplYm6��etva�a � C FRAME BOTTOM CORNERc.nP.Ne. •, DulldtnBC� Oj g ,� 0 4- to drawing no. TDe40m W09-12 FIXED M_ RAIL CORNER F sheet 7 of 7 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BI7II,D*G FBCf 20 Permit No. Master Permit No. l ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO L Flood Zone: r �)e lone OWNER: Name (Fee Simple Titleholder): � "�i`�--� � � Aaaress: 1 I�� ��� ►� 'tea �l City: �(4 reL � 61A State: Zip: Tenant/Lessee Name: 6 Phone#: Email: CONTRACTOR: Company ame: ^� Address: ��D V City ( Qualifier Name: State Certification or Regis Contact Phone#: DESIGNER: ArchileAff W11 1 Zip: Address: Certificate of Competency #: Value of t:-$ Square/Linear Footage of Work: Type o A on ❑Alteration ❑New ❑Repair/Replace ❑Demolition Descofaah Color thru d1e: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exeeed1gg $2500, AV applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered' to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ---t — _ Signatur e- / _. -7 Owl or�gent The foregoink instrument as acknowledged b ore e thi day of 120 y who i ersonally known me or wh&bA produced ,A NOT Sign: Print: My Commission Expires: APPROVED BY iture < ... ` G .. The f go' g instrument was acne �edg'r ,' e e "s Iw 11 e day o 201, by who' nallEkno,:On)o me or who uC�d as identification and who did take an oath. Plans Examiner Structural Review NOT AR P LIC: _ f tape. ok Tho 295 Sign: Print' My Commission Ex;� 800�e �4111N��` !�t��'C9�C9k'l�t�tk9Y9Y���'C9'C$C1k9i'&9Y1'Cfi'9k9Y&�$C3C�'C�C�S�&7Y7Y�C�C7Y�C�7Y3t9C3C$&�Y Zoning (Revised 5)2/2012)(Revised 3/12/2012) XRevised 06/10/2009XRevised 3/15/09XRevised 7/10/2007) Clerk MIAMI•�ADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS(PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 S P 1 3 2013------------- MUMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mlamldade.goytperN SCOPE: This NOA is being issued under the applicable rules and regulations governing the W AstrRion materials. The documentation submitted has been reviewed and accepted by Miami -Dade Control Section to be used in Miami Dade County and other areas where allowed by the (AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami -Dade Cou t Is n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th t v s pr 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 Y& Hurricane Zone. Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door ups to 9'-0" APP a NT: Drawing No. ]IRC -9509-189-21-1, titled "Model 950 Heritage and Model 655 Oa 00, 2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 0 emion C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by merdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the cceptance number and expiration date by the Miami -Dade County Product Control Section. LE IMPACT RATING: Large and Small Missile Impact Resistant ELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is*to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 07-0619.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos 1VL Utrera, P.E. �Gw�� ...: APPROVED NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-189-21-1, titled "Model 950 Heritage and Model 655 Oak Summit (24ga)1000, 2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-I1, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Suhmkred under NOA # 12-0228.09" "SubmWed under NOA # 07-06.19.02" 3. Test report on Large Missile Impact Test per FBC TAS 201-94, Uniform Static Air Pressure Test per FBC TAS 202-94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01-07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI-07-T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E.P. )5#001- M. Utrera, P.E. Product Control Examiner NOA No.12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E-1 TYPICAL TOP FM99S S 1 N.LS TYPICAL DURASAFE CENTER HINGE 2 N.T.B. ATTACKED wr LER 84 D% NM EXTERIOR P/8AI® ON POLYESTER ATTACHED CO 1/4' x am PER CARRIER I�' J 6130E LOCK LATCH, CR L S UNTO VERTICAL TRM.N DN DDTFI MIS sre� KN AT ACW/' w DAR HEAD A V/OO VO• x 3/41E7I HEADSCREWS TypicAL IIURASAFE END HR4GE 0 ATTACHED V/M V4' x SIB' HEX HEAD SCREW glyg A1siM BRACKET 4 e,i "'mow RGE MISSILE �T RESISTANT SPECAICATON8 AND N07F_a t ALL THE LOAD W ME DOOR IS TRANBFTOHRED 70 THE YERTiCAt TRACK FROM T!E 1RAOK 7HE LOAD 6 TO 1HE VERTICAL. JAMB. M%& 7 DtgR. ER NO PCR7101U OF THE LOAD 4- =%W% ARS HAIONUN DESIGN LOADS OF LOS 7. DOOR AND HARDWARE VU 0 DE10MM MMWACAM AND DSTALLED IDM STANDARDS AS DET FORTH BY OASMA A DOOit SECIIOtR SMALL 3E a4 DA (�SIB NeO. E nam SIGN ROLLED FORHEO. S BAKED ON P GA, . 21 USE (1) 3 8/8' BM= R0•TRUO PER 8ECIOF ( SECDONB AR SHOWN. (1) 7.20 OA 87RU7' & � (4) SECTIONS REFER TO TABLES 1 AND 2 7. SUPFOROIO STRUCTURAL MOM SMALL BE OESM IED BY A REOSTRED PROFESMAL ENp1'W FOR VW LOADS DIDICAIED ON THE ORAW=X# IN-ADm'RON TO OTKERR LDAD0:0.4. 6 THUS APPROVAL R TIE MANUFAONRER TO DO 7EB11N0 OF ALL COILS USED TD FA9AIDATE DOOR PANTOS UNDER TNS NOTICE ACCEPTANCE, *A MBOMUM OF 2 SPEI`AENS SHALL BE OUT FROM EACH CAR MID TENSILE =0 ACUORDBIO TO ASTM E--5 SY A DADE COUNTY APPROVIRt LAB SELECTED AND PAD BY 7HE MANUFACNRER. EVERY S MONTHS, 4 tllff6 A YEAR, THE MAPRIFACIURER SHAT MNL TO LIDS OFFM AA COPY OFTHE TEST REPOM WITH CONFIRMATION ? THE SELECIED FROM COLS A7 IM MANUFACTURER PRODUCUON pACEITEB. AND A NOIARZED STATEMENT "OR NNE MANUFACTURER ?HAT ONLY MA TODO R PANELS FOR OF 74,800 PSI UOR MOM NDER ➢HOSNOTCE USED CEpTANCL PANELS PDR CAPE COUNTY V/OO SCREWS N R-T� N EE GA. 0 CENTER or SEDYM x 3/4• HEX HEAD EACH STAR 3 S/O'H x IS 31% MY. STEEL. R -TRUSS ATTACHED W PER SECTION V/ CO 1/41 x 3/41 HDL HEAD SCREWS AT EACH END STUX AND CO AT LOUVERS& DOUBLE GO STILE No GO AT EACH CENTER STILE LJ n- n GLAZING I3PTI13N DETAIL c`i�'�lna"eT� 04 GA STEEL MUR 2.3w �NIM76WdR OtPACT 111NIOW FV4�19D�W FRANE TO ..—X-- - USED TO EA4TEN DECDRATIVE PLASTIC MOJIED MaW FRAME TO THE ASSEMBLY � sx Lr WA TRACK CMGURA710M FOR 5'S• UP TO 14' TALL DOORS SECTDIN S -B IMPACT WINDIW DETAIL N.T.S. & NUTS z 1-5/0• WOOD JAMB ATTACHMENT TO STRUCTURE • X'3' W9W ST T01G 6' O'bW WV ac. O L2• EMBEDMENT) HO.TI KW1K DOLT 3/D' X 4'START 6• FROM LNV3 THEN 24. Or- GI 1/8' EMBEDMENT) HRTI SLEEVE ANCHOR 3/5' X 2-3/4• STARTING 6' FROM ENDS THEN 16' OA:. (1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/6• X 4• STARTDIO 6' FROM ENDS THEN 24' = (2 1/2' EMBEDMENT) mLtCK . ON 4' X 3' TITER SCREWS ST . USE PAM OF FASTENERS f3' APART) AT S' O.C. Q 1/8' EMBEDMENT) HILTI 1/4• X 2-3/4' KWIK-CON n+ SCREWS STARTING 6' FROM ENDS, USE PAIRS 13F FASTENERS Cr APART) AT 8' aG Q 1/4' EMBEDMENT) P Y 6 VER�I`e1 �bIH ATTACHMENT TO GROUTED I'-90 AL OCK fP000 PSI GWR HILTI SLEEVE ANCHOR 3/8' X 2^3/4• STARTING 6• FROM ENDS THEN 20' = U U4• EMBEDMENT) GTR, USE FASTENERS FOR HOLLOW C -DO BLOCK) ■LAGS AND BOLTS CAN BE CWNTERSWM TO PROVIDE A FLUSH MOUNTM SURFAC& NPREPARATHIN OF WOOD JAMBS BY OTHERS HELL Irw III STRUCTURE TR�UC URE STRUCTURE STRUCTURE 1-1/2• MO4 4• i DLO AV&AM TRACK CO WMMTMBIS / e BEV I OF MON lam lay A JUMMEEMMPM2 7/)/0T 00 B Iffmmmo 0/O/OB I OR C WO= TO ♦10 200DESIGN LOAM 111 I A18 e' >h Ta vs�0�,e4�cFNSF.90/�.� +57.0 PSF JPCO T1(1 579 -67.0 T%F 180 CARAIAU CMWT W11CMW-SWEH. NA 0= WWVAMARR.COf MODEL 950 KINTAGE 1000, 2000 MODEL 855 OA% SMOOT (PAS) 1000. BODO SHORT, LONG, FLUSH, & DAN SUMMIT PANELS 1ff I wm B1 =I OAIE 01hin I MAM no MM 1=LSU1UM?ZMkVM ISM 2 IF 3 TABLE 1 rr_i314M ,rte✓ ^'. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING T ,y N fi Florida Department of Business and Professional Regulation - Residential re n M � Project Name: GOLDSTEIN -MIAMI SHORES Builder Name: Street: 10650 NW 10th CT Permit Office: City, State, Zip: MIAMI SHORES, FL, Permit Number. Owner: Jurisdiction: 0'� Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (3060.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2750.00 ft2 b. Concrete Block - Int Insul, Adjacent R=13.0 310.00 1`12 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2157.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2157.00 ft2 6. Conditioned floor area above grade (ft2) 2538 b. N/A R= ft2 Conditioned floor area below grade (1`12) 0 c. WA R= ft2 11. Ducts R ft2 7. Windows(336.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 507.6 a. U -Factor: Sgl, U=1.27 336.00 ft2 SHGC: SHGC=0.50 b. U -Factor. N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 60.0 SEER:15.00 c. U -Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Strip Heat 34.1 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (2538.0 sqft.) Insulation Area EF: 1.043 a. Slab -On -Grade Edge Insulation R=0.0 2538.00 fie b. Conservation features b. WA R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.132Total Proposed Modified Loads: 62.09 PASS /�MSS `!total Standard Reference Loads: 80.32 �7�7 I hereby certify that the plans and specifications cov red by Review of the plans and ®�" S�� this calculation are in compliaride.with the Flom rg specifications covered by this Code. «'_ ;' calculation indicates compliance PREPAREDBY: C 1 with the Florida Energy Code. Before construction is completed V -� DATE: __ this building will be inspected for 9 P 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. R Cit) with the Florida Energy Code. WIS OWNER/AGENT: _ BUILDING OFFICIAL: DATE: DATE: _.____-. - Compliance requires completion of a Florida Air Barrier and Insul - Heat sys #1 may be undersized. Size of 34.1 was Increased to 34.1 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 fon it simulation. 011basei A` -PROVED Z^NING DEPT 78 reuort. I ' 71' DG DEPT I 'on 405.4.1 Compliant Software a 1 of 5 JECT i 0 CCNIPI1ANCE WI 11H All FEDERAL RUL --:S AND REGULATIONS 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: GOLDSTEIN _ MIAMI SHOR Bedrooms: 4 User Conditioned Area: 2538 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single-family Existing (Projected) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 10650 NW 1 Oth CT Miami -Dade MIAMI SHORES, FL, CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp 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 Block1 2538 20304 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2538 20304 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 0 2538 ft2 0 _0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2336 ft2 0 ft2 Medium 0.55 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2157 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 2157 ft2 0.11 Wood 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 t # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 15 60 kBbAr 1800 cfm 0.75 1 sys#1 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below SI�ce R_Vahua -_ Ft In - o 1 N Exterior Concrete Block - Int Insul Main 4.1 75 10 750 ftZ 0 0.3 0 2 E Exterior Concrete Block - Int Insul Main 4.1 68 10 680 ftZ 0 0.3 0 3 S Exterior Concrete Block - Int Insul Main 4.1 54 10 540 ftZ 0 0.3 0 _ 4 W Exterior Concrete Block - Int Insul Main 4.1 78 10 780 ftZ 0 0.3 0 5 S Garage Concrete Block - Int Insul Main 13 21 10 210 ftZ 0 0.3 0 6 E Garage Concrete Block - Int Insul Main 13 10 10 100 ftZ 0 0.3 0 DOORS # Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Insulated Main None 0.460000 3 7 21 ftZ 2 S Insulated Main None 0.460000 3 7 211`12 3 W Insulated Main None 0.460000 3 7 21 ftZ WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes _ 1.27 0.5 32 ftZ 2 ft 0 in 2 it 0 in Drapes/blinds None 2 E 2 Metal Single (Clear) Yes 1.27 0.5 96 ftZ 2 it 0 in 2 it 0 in Drapestblinds None 3 S 3 Metal Single (Clear) Yes 1.27 0.5 88 ftZ 2 it 0 in 2 it 0 in Drapestblinds None 4 W 4 Metal Single (Clear) Yes 1.27 0.5 120 ftZ 2 It 0 in 2 ft 0 In Drepes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wali Perimeter Avg. Wall Height Exposed Wall Insulation 1 210ft2 210ft2 64 ft 8ft 1 INFILTRATION # Scope Method SLP. CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3328.6 182.73 343.66 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat None COP: 1 34.13 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 15 60 kBbAr 1800 cfm 0.75 1 sys#1 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.96 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS — Supply — — Return — Air Percent HVAC # v # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 507.6 ft Main 126.9 ft Default Leakage Main (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar EXj Mar E Apr Apr jMa Jun Jul f May Jun Jul Au AuSep Se Oct Oct Nov Nov Dec Dec Vantin Jan Feb II�XII Mar [XI A r L May Jun Jul Aug Se Oct Nov 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 3/14/2013 12:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 10650 NW 10th CT PERMIT #: MIAMI SHORES, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT I 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 R doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: V/ 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 clearly 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 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 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 cooling 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. 3/14/201312:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'S = 77 The lower the EnergyPerformance Index, the more efficient the home. 10650 NW 10th CT, MIAMI SHORES, FL, 1. New construction or existing Existing (Projects 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2750.00 ft' b. Concrete Block - Int Irisul, Adjacent R=13.0 310.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. WA R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2157.00 f12 6. Conditioned floor area (1`12) 2538 b. WA R= ft2 7. Windows*- Description Area c. N/A R= ft2 R ft a. U -Factor. Sgl, U=1.27 336.00 fl 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 6 507.6 SHGC: SHGC=0.50 b. U -Factor. N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor. N/A ft2 a. Central Unit 60.0 SEER:15.00 SHGC: d. U -Factor. N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 34.1 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 2538.00 ft2 a. Electric EF: 0.96 b. N/A R= ft2 b. Conservation features c. WA R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving featu s which will be installed (or exceeded) in this home before final inspection. OtherZaDisplay Card will be completed based on installed Code compliant featuresMAR 212013 Builder Signature:G�6L CDate: Address of New Home: City/FL Zip: *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 Residential Coaling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. PROTEK ENGINEERING ConsultUw Enp-Ineers 9702 S.W 131 St. Miami Florida 33176 Tel:(305) 238-4977 Fax (305) 252 0028 Unit/ Area served: AHU-1 (5.0 TNS) Job Name: Date: Calculated by: Checked by: Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book GOLDSTEIN RESIDENCE 10650 NW 10th CT MIAMI SHORES, FL 03/15/13 A.M. G.F ITEM SOLAR SHADE T. AREA BJ/HR ITEM LT 753.3 U T. AREA BTU N. Glass 37 x x 3 1184 N. Wall 14 x 0.17 xN��', { ,4�,�i�'�i= 1708.8 NE. Glass 66 x ..... .... .... x 0 = 0 NE. Wall 20 x 0.17 . x 0 = 0.0 E. Glass 91 x x _ 96 = 8736 E. Wall 24 x 0.17 x '� == 2382.7 SE. Glass 82 x x 0 = 0 SE. Wall 22 x 0.17 x 0 = 0.0 S. Glass x 37 x = 3256 S. Wall 17 x 0.17 x �� = 1306.3 SW. Glass 82 x x 0 = 0 SW. Wall 22 x 0.17 x 0 0.0 W. Glass 91 x x;j<,����!= 10920 W. Wall 24 x h �, :- 0.17 x ;<..�,.„�F�- 2692.8 NW. Glass 66 x x,;,...;0 = 0 NW. Wall 22 x 0.17 xu 0 = 0.0 Hor. Glass x x = 0 Knee wall x x = 0.0 T. Glass area = 336 Subtotal = 24096 T. Wall Area= 2414 Subtotal = 8091 ITEM &T U T. AREA BTU/HR ITEM BTU/Unit TOTAL BTU/Hit Partition 13 x 0.09 x = 3I11 ;: = 362.7 People 230 x = 920 Roof 48 x 01.03 x 2157 = 3106.1 Kitchen 1200 x fir. = 1200 Floor 13 x 0.09 x . 'i = 2523.7 Infil./Vent. = 1.1xQxDT 172.58 x 16.5 2947.6 Ceiling x , : x = 0.0 Miscellaneous Subtotal = 5992 Subtotal 5568 TOTAL SENS. GRAND TOTAL HEAT LOSS ITEM Walls Roof Floor Glass Ventilation =1.1 xDTxQ= Partition TOTAL KW = 43747 Btu/Hr = 56871 Btu/Hr (TOTAL SENSIBLE.+ LATENT) MAX. ALLOWED PER UNIT 1.15 %= 65401.39 Btu/Hr TONS =' 4.7 USE .' Tons T. AREA LST U BTU/HR Cfin 2414 x 27 x 0.17 = 11080.3 Sq.FtJT = 507.6 x 27x 0.03 = 1747.2 CFM/sq.ft = 0.8 37 ' x 27 336 x 27 1.1 x 27 310 x 27 ###### Btu/hr 9.9 Kw x 0.09 = 5241.5 x 1.1 = 9979.2 x 172.58 = 5125.7 x 0.09 = 753.3 Q=ARCHxVOLJ60= 0.48 x 21573 / 60 = 172.584 Area A/C= 8 Sq.1 Volume A/C= "x 8.5 = 21573 Cu. ft. lt"' W O iN CAMM 9702 E.1'eo 131 St. ivllaad.,1L 33176 Tel: (A-9 23* 4977 llEx: (30S) 292•"n Uni-A prmna4@Wf CVW MMAMD1�DE MIAMI -DADS 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 ff OA} www.miamldade LQyJnera T. M. Windows LLC 601 NW 12a' Ave. Pompano Beach, FL 33069 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 (ire 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 "805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W0"1, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by A[—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 NOA # 09-1110.02 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0321.02 IM F Ec �NTM Expiration Date: May 13, 2014 `'zil1Z Approval Date: May 03, 2012 vvJ Page 1 T. K Wwdows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W0841, Sheets I through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test'Report No. FTL--5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 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 20294 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 24113.2.13, TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0105.02) 3. 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 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,75459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NDA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) Manuel Pirexer.14. Product Control Exak!pf NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA#09-1110.02) Manue P E. Product Control xa ner NOA No. 1Z- 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 -13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel PeE. Product Control E am' er NOA No. 12-0 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-3 ANN. GLASS T 3/10• HEAT STREND (LASS ANN. CUSS 3/10• HEAT STREN'D CLASS mm Iog Rosm A CORNING Les I m /Dow CORNM "S '111M) 1,<✓ ) 711W OVOMU. CUSS 7/10. OVERALL (LASS TYPE 'A' TYPE ,R• 1/11• TEI�. DIASS 3/10• HFAT SIRDI D GLASS 3/18' MSI. GLASS 1/4• AR SPACE •1 - .1aWIDUAYER 1/8• ANN. GLASS UI%XOLRESIN UVEK-UO RESIN R $URFAOE sPECMtm WQ' BY 'SURFACE SPECIALTIES INC. .LOG• WfERIAYER 3/ieHEAT SIAERb GLASS 3/10• ANN. GLASS SMtE% P48 By TCLN4Y 1/B• AML MAU BE RGS"OCI SII YA / DG. Comm M 9 . rDOW COMNWG m _ rho CORKING 4116 Yl• � YI' 1 sRUMII4UMRt7SS eos 'AI.HORT2oWAL ROLLING WDW. OEM LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2 APPROVAL APPLIES TO SINGLE UNITS OR SERE BY SIDE COMBINATIONS OF HA/HA OR HORIZONTAL BOLWIC WITG GRIER MM-OADE COUNTY APPR'D WINDOWS USING MAW-DADE COUNTY APPROYEO MULLIONS W BETWEEN. LOWER DESIGN PRESSWE FROM TTDNOOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CONKY WITH THE B B REOUIREMERB OF THE FLORIDA BUILDING CODE IDGACWC KCH VBTACRY < HURRICANE ZONE (1PAGE). THESE WINDOWS ARE RATER FOR LARGE & SMALL MISSp.E IMPACT. WOOD SUCKS BY OTHERS• MUST [IE ANCHORED PROPMY TO TRANSFER SHUTTERS ARE MDT+ TgQ116tb, p LOADS 70 THE STRICTIWL i T ANCHORS S AU. BE AS LASTED, SPACED AS MO ON DETW5, ANCHORS �• � 'REEF-! p,� e i EMBEDMENT TO BASE MATERIAL SXALL BE BEYOND WALL DRESSING OR STUCCO. IIA ' I; °m6e NOTarCF ANCHORING O DING OF THIS CONOTTIONS NOT SWWN IN THESE DETAILS ARE TO Raft No @ C a 9 no A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLYMATERIALS INCLUOM . SCREW THAT COME INTO CONTACT WITH NOT DISSWLAR MATESSN&L MEET THEW08-81 REOUINflGEMS OF THE ILOR M BL00. CODE SECTION 10039.4. APR' •A•CYL4 alae t TYPIGAL ELEVATION %0 OR OR SIM MABINOM DESIGN LOAD RATING - PSF EOR SRES SHOWN ABOVE OR SMALLER MASS TIPS '10 1 MASS TTPB 'B' CUM TSPS 'C' GLASS TIPS 'D' OABs 4TP5 $' 11/10. O"RALL ISUL. Coss RLI -*)1R.(-) OIL(4) /R.(-) ELT.(„) IR.(-) EIT.(i) INF4-) EA 40 INT.(-) TYPR IR 80A MOA I MOA 1304 1 SOA I 50.0 66,0 SSA 7BA 7M,0 Lc=FOR AL111@1W lATC11p, FOR SWEEP MHES N vax pAOs TO 680.0PS"FEG NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SE(_ GUSTS) AND FLORIDA BUIIAING COMMISSION OECIARATDRY STATEMENT OCAOS-DEC-M THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CONKY WITH THE B B REOUIREMERB OF THE FLORIDA BUILDING CODE IDGACWC KCH VBTACRY < HURRICANE ZONE (1PAGE). THESE WINDOWS ARE RATER FOR LARGE & SMALL MISSp.E IMPACT. WOOD SUCKS BY OTHERS• MUST [IE ANCHORED PROPMY TO TRANSFER SHUTTERS ARE MDT+ TgQ116tb, p LOADS 70 THE STRICTIWL i T ANCHORS S AU. BE AS LASTED, SPACED AS MO ON DETW5, ANCHORS �• � 'REEF-! p,� e i EMBEDMENT TO BASE MATERIAL SXALL BE BEYOND WALL DRESSING OR STUCCO. IIA ' I; °m6e NOTarCF ANCHORING O DING OF THIS CONOTTIONS NOT SWWN IN THESE DETAILS ARE TO Raft No @ C a 9 no A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLYMATERIALS INCLUOM . SCREW THAT COME INTO CONTACT WITH NOT DISSWLAR MATESSN&L MEET THEW08-81 REOUINflGEMS OF THE ILOR M BL00. CODE SECTION 10039.4. APR' •A•CYL4 alae t AW. AMDOR RLOD. V FOR RaMULArCnW INTO om wm am INTO ,,, WAX g MwooW WIDTH1/4 TMRU MWD�S WW WSMAtlOR IW VAX. p B• 10M1/4 F e AX. _ r MAIL ry6 1 µq pp j J' A7 voI\ uT[ �l MGD/sELL (S ACE gyp) 14 WK • r WAD fl. 116i,D A Ar C�B.FAy VAr � IIBEE MFpD J' A Sft1. 8 �u� bill aa bb � � Np b�1., p C i11 JIUI F=11 1yy1 fi I' t' TR VI h re- --� ----P ---li'_--ie-- B II R 1' �� 11 �I 1 1 1 1 1 1 1 rrrttt Jx T/8• ai ,/R• 3T 7/S• L4 o/e• SO' MAIL J/B•�iG' OL OPO. D.L.0.L OIG. OPD. 1 OFD. C.L. OPO. 6 37 5/8' J7 6/S• $O 1/P 20 I/4• +1 vEar W1DTM VENT WI nl wom a EOE SIZES TYPICAL ELEVATIONS EOX SIZES MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD DATING - GS FOR SIZES Sim ABOVE OR SMALLER FOR SIZES SHM AS= OR SNAIJAR MASS TM 'A' 1 MISS TM TT TPE MM T'C I MASS TTPB TF 6L6SB IFPS 'A' SIM TTN{ LXT{+) TNT{-) W.I.) IRM-) EXL(+) INT.(-) EM.(+) IW4-) LiD.O 900 BOO 130.0 90.0 1 900 I 75.0 7U a"90.0 1 no I TJO.o WS ■ LOWO ARL FOR WBMW VOM WITH WWW LOOM AWN LAT WL Lm ADM AM voR WDMOB van FORALM � g MMIX SAEEP LAXHIS LBW MAX. !ORDS TO *GU WN SPRM0 L&M ALMLO MiT3. 8 TTo MW SWP LIJCIIFS LIMIT WX. Lam � R g< •�.7JAaT PRODUCL mawMlRtBaMs i Q eWA 8 } NOTE: GLASS CAPACITIES ON THIS SHEET ARE 1 BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLOIRDA BUILDING COMMISSION W08-81 DECLARATORY STATEMENT DCA05-DEC-219 i� II 1 11 B ii � D WITH 1.E WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY DAZING SYS7EM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm aw. Fop swam 1 /4. OIA IILTRACON aY •�L= (F .m M4, "155 Xs* INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TIM ISY BUCKS IMO CONC. OR MASONRY 1-1/4' YIN. EMBED WTO COW. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8' MIN. EMBED INTO COW. OR MASONRY t /4' iTYS OR SEI C DRILLING SCREM9 (WAZ M PR) 0R0 KETAL STRUCTURES STEEL : 0.105' MIL (Fy aMIN. "KSI MW.ADN) AWMINUM : 1/8' T)IX. (8083-T$ .) (STEEL IN CONTACT WH ALUMINUM TO SE PLATED OR PNM) �id SMS OR SAG DRILLING SCREWY (0001 2 CFQ IMO MMW-pkOE COUNTY APPROVED MULUDNS (UN. TW. a 1/81 (NO SLIM SPACE) TYPICAL EOOE O6TANl3T INTO CONCRETE AND MASONRY - 2-1/2' MIN. WTO WOW STRUCTURE . T' LON. INTO METAL STRUCTURE . 3/4' MW. CONCRETE AT HW. SIL OR JAMBS PP . 3000 PS MM C -SO IUI.LOR/WRLREO MM Al JAMBS fm .2000 PSI MON. pwoa ,` ti wow 0". ox EXTERIOR W20" mmx XDX LAYOUT �m suca� O.• �N� VENTS WITH LATCHES :hi, pM7'ir�s a.ao�brw:dmmePl� � � $ VENTS WITH SWEEP LATCHES W08-81 39N 1,375 1� M taw + 1.429 .1x8+1 190p t9N 14 WIND LOAD CUP e TDP h BOTTOM RAL ,•� FRA¢ HEAD ,.790 9s4 L 1.4N .,a6 9n 2.x0, MTG. STILE REINF. 900 1.4x0 2,a tm DDD SILL mAGM 7 ,IAPB STILE .1x6 to FIX. STILE REINF. Tw. ,9ea 7,373 1 75 1.000 - ,.618 949 '� 1736 SILL CLIP ADAPTER 1.786 .082 I- ,~_1330 1 � � MU eon -To 3 TM -134 1 /RAH 99 61 W 9083-T9 - 4 TM -139 AS REOA FRW JMM - KMT 9083-78 - 6 TM-tSu AS RM FPAK OA - M2W 9093-r8 - 6 ,M-138 2/ KNT TW AMD WM)M RML 808349 - 7 TM -t39 1/ vim JMIB 810E 8083-70 - 0 VM -I40 V KNT MuIrm 974E 800.7-T8 - 9 TM -137 1/ KNT F=D 9M (8P18ML08090 LATCH) 8083-T9 - M W-1". ,/ ww MCI !Iw (IIMP 1ATCA 80 m - .406 8 MEETING STILE IZ VENT LATCH t2.312 --j212 .436 .183 2.779 ,.841 13 GLAZING BEAD ® GLAZING HEAD 9 FDOSTILE (SPRINGLATCH) O FIXED STILE (SWEEP LATCH) (LAM. CLASS) (WSIIL LAM. LILASB) FRAME SLLL roP 4.1M ,.7e1 3942 3.283 976 2 FRPAIE SILL SASE t FRAME JAMB -VENT 937 9N 7YP. 9N 1919 1.799 ]�ARP 3947 .183 976 �6 FRAME JAMB -FIXED O S0.L RISER F 11 `` ",O 0 0 a� %r W08-8111 i m 0 m W08-81 MIAMI' MIAMI-DADE 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.mlamidado.gfv/pera T.M. Windows LLC 601 N.W.12a' Ave. Pompano Beach, FL 33609 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 11338" Aluminum Fined Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-52, titled "Series 338 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, 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 NOA ## 10-1214.13 and consists of this page I 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. 12-0309.06 aanaeCOUMrY Expiration Date: January 08, 2014 Approval Date: May 17, 2012 Y-61c lift 2Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-52, titled "Series 338 Aluminum Fixed Window &M.I.)", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5276, dated 07/06107, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-1120.10) . 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No. FTI,2782, and FTL-2784, dated 11/06/01, signed and sealed by Luis Figueredo, P.E.; and Test Report No. FTL-3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03-0925.04) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure' Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03-0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA#10-121413) 2. Glazing complies with ASTM El 300-04 Manuel a P.E. Product Cont miner NOA No; 12-0309.06 Expiration Date: January 08, 2014 Approval Date: May 17, 2012 E-1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. 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. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 21, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL--5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-1.120.10) 3. Laboratory compliance letter for Test Reports No. FTL-2782 and FTL-2784, issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and, signed and sealed by Luis Figueredo, P.E.; and for Test Report No. FTL-3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03-0925.04) 4. Laboratory compliance letter for Test Report No. ATL 0806.02-02 issued by American Testing Lab of South Flprida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03-0925.44) G. OTHERS 1. Notice of Acceptance No. 10-1214.13, issued to T. M. Windows, LLC for their Series "338" Aluminum Fixed Window - L.M.I", approved on 03/31/11 and expiring on 01/08/14. Manuel ere! Product Control Ex mi r `I4bAN6,* 12-0309.06 Expiration Date: Jjs6ary-68, 2014 Approval Date: `'17, 2012 E-2: .Y sSMACE APPUW IO -+/r MAIL ro�V FRmI mnoxAL r NUD/au Z C DA. OP0. � Vdm WIOTN ��,•j� 7YP1G4, ELFVA'ft�N �' gg y�� `rT i 8 SERIES 328 ALUMINUM FIXED WINDOW FOR THESE M BE AS PER OM414 LOAD MND WNDOWS CHARTS SHOWN ON SHEETS 2 AND a 8 e APPROVAL APPLIES TO SINGLE LOM OR SIDE BY SID MMBNNNM OF ZED/F)XED OR FONED WTM O7HER 8 AOAW-DADE COUMY APPR'O 99NDOTT3 USNO Mwe-OADE COUNTY 9 APPROVED MUU.IONS IN BETWEEN. LOWER DESIGN PRESSURE FROM OWN OR Ml0.LI0N APPROVAL WILL APPLY YO EMIRS SYSTEM. TM PROM= HAS BEEN DESIGNED AND TES! TO COMPLY 99TH YHE REWtRID MS OF TIE FUM MM CODE NCLIRRND HIGH VELOCDY HUTmICANE ZONE ("VI'a YROMM g WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO �� Y arsY SHALLED. SPACED AS SHOWN ON OETAOS, aNcxoRs EMBEWIENf 10 BASE MATERW. SIIALI. BE BEYOND WALL oRE%NlO 0,R STUCCO.• ANCHORING OR LOADND CONdRpNffi NOT SHOWN N WESE OEF S ARE FIMFE raeY' • . .•.•,• S 8 NOT PAM OF TWS APPROVAL. . A0' A I= DUMAYIOR INCIMAU 6 USED N DMON OF ANCHORS INTO WOOD ONLY. COPE NTO COMACT 99TF1 OTHER 0 .Z MATERW.S SHALL MEET THE MIMEBur M L "To 51EBJMETAL SCREWS. THAT TTIESE WNDOWS ARE RATED FOR URGE k SMALL MISSILE WPACT. SHUTTERS ARE NO7 REOUOEO. R' � ��: ehaBl 1 REOUNEMEMS Oi THE FLORIN BLOO. CODE SECRON 200,0.0.4. 42• 48' w 48• 80' BB• 7Y 3K• 4Y 4B• 8t' BO' BO' or 38• 4M 7r Or W 38• 4Y 77• 48• bT 38' 4x' a• DESIGN DIMS. LOAD CAPACTTY - PSF MASS TYPE 'A' I MASS TYPE 'B' I �� DESIGNIAA] R K 80.0 Bao WE(DOW DIM LENGTH EXT. (-)I DIT. OD M. N) W. OD VIDTH LEND 36-3/8' 8010 BOA 00.0 BOA 38• 7610 70.0 2• BOA BOA SOA 8010 $ 3 h AMl 48' 760 7610 80.0 SOA 8010 SOA£ W m BOA SOA 8010 BOA b 6{' or 18' 8010 80.0 o0.0 80.0 JB -3/S' 80.0 BOA WA BDA 800 8010 50.0 80.0 A y�M EDTC 843• 7Y 7BA 76.0 50.0 430.0 80.0 BOA 38• 42* 78.0 7610 i 80.0 Bao e0A 80.0 SO-S/S' o010 80.o WA 80.0 WON AND LEWIW BI&MRSION8 CAN BE OBgtOEO VERTICALLY OR 110f@ONTALLY AS SHM ADM 4W 5• 80' 7h1/4• 80.0 8010 430.0 BOA 883 68.3 60.0 WA 76.0 780 BO' 88' 8010 800 80.0 43010 83• 8010 800 80.0 BOA 30• 887 882 BOA 80.0 X x x X BOA 8010 42• 40• 72" 8010 80.0 BOA BOA 70.8 788 BOA 80.0 64' o 63.3 833 BOA BOA x x It x 8010 1 60.0 NOTE; I GLASS CAPACRIES ON THIS SHEET ARE WED ON ASTM E1300-04 (3 SEC. OUSTS). $ 434' BZ 8" a" a" W 44r7r 84' 61.2 8t.2 80.0 8010 3B• 41 00' I x x x BOA BOA r xI Kao L 8010 I NOTE: K K BOA 80.0 E)M RIOR PLY OF GLASS TYPE 'A' MUST BE TEMPENEO R K 80.0 Bao TO OUAUFY FOR SMALL MISSILE IMPACT. 7610 76.0 70.0 76.0 ANN. CLASS C3/18• TEMP. mm 1/2• AIR SPACE \ r-t/P AIR SPACE 1/43• AML OIASS J/IB' HW SMEN-0 MAW ABO• WrMAYER .000• W11740ER ({{-mm= WE of 'OIIPoNY 5(DIIRYNA9 8Y 'dA'ONP \ 1 rI/r AWL GI SS rJ/t8• NUT SrRM CLASS IA�dI�ll�, YI' YI' "© ,GLASS TYPE 'L° :y y j USS �Bs6mmI018mFlad6e B r W03-52 7610 7" '1 207 76.0 7810 7610 76.0 70.0 76.0 F FQ i 76.0 7810 36-3/8' 7u" (fir p 7610 70.0 710 76.0 $ 3 h AMl 760 7610 80-b/8' W m SXQ 7810 7810 d 70.0 78107u 7ac il 7BA 76.0 II 78.0 7610 i 70.D 780 7610 780 ^, 7h1/4• 7810 T 7" 1�7I 7810 7610 76.0 780 pp F Qg �Bs6mmI018mFlad6e B r W03-52 HEAT Smmb MASS 9911'm3um IOTA011E NO O( 'DUPONT* r3/1• HFAT 8(OEN'O OLL549 F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). NEAT S0F4'D CLASS DSO• DD08AYm MNTAYNA4 BY T upwr r3/18' NEAT STBD4'D CL t L / t� �d VmTCN1.Y wiXXB Ni mwl MIL MIO' irll F r�•18 2Qt�: W03-52 3/16' Am MASS DESIGN !AAD CAPACITY - PSP DBSION LOAD CAPACITY -PSE --- BtDAM PYB By 7XAgi1r I71ND00 DIMS. WIDTH LENGTH 4INDM WIDTH DINS. LMTN GLASS TYPE Tr GLASS TYPE '(;'I GLASS TYPE TT' GLM TYPB 'J' E%7. (.) INT. (-) EXT. N) INT. (-) EXT. (-) WT. (-0 EXT. 0) INT. (-) 38' 4T 4o' 84' 60' o8' 72• 40' DDA DOA 90.0 204 20.0 itlA o2D MU 80.0 811-0 904 BOA 90.0 1114 9DA 1400 _ 804 80.0 900 900 110.0 iiia 900 140.0 80.0 80.0 904 90.0 904 1114 904 1400 80.0 BOA 904 90.0 900 Iiia 900 I4U BOA 800 904 "a 9oa 1114 80.0 I;E 700 784 000 904 904 111.0 00.0 138-0 36' 42' 48' 84' o0' 86' 72' 80' 811.0 60.0 911-0 904 004 11tH 90.0 14U 90.0 904 90.0 111.0 BOA 14U BOA 904 BOA ilia OU 14U BOA 800 80,0 027 BOA ceolu 12464 724 720 720 88.8 720 1t20 774 720 720 884 TEO it" ria 724 720 88.8 720 It" Mr 17' 49' 84' Ito' 7Y BOA I 80.0 80.0 BOA 00.0 Ilia 00.0 14U 80.0 80.0 004 90.0 000 t11a 90.0 1100 78.6 784 00.0 80.0 911-0 111& Sao 138-0 71.1 71.1 80.0 GDA BOA 4027 BOA 804 64.0844 720 720 724 98.8 724 1120 36' {a• 40' 84• �. o 0A 80.090.0 140.0 90.0 90A Iiia 9 0.0 140A 89.8 80.8 IWO BOA 9040 111& 90a 137.1 83{824 OU 114 1 904 11110 =0 12" N.I 841 804 BDA 1 BOA 027 80.0 117.9 38• 42' 48' 98' 789 729 9011 904 90.0 ilia OU 140.0 841 81.3 904 911-0 90.0 Ilia 90.0 1319 6B9 6O.B 80.0 5011 004 111.0 00.0 120& 36• 12' tot, 73.9 730 900 9211 000 111.0 no 14" 644 64A 00.0 00.0 000 111.0 904 137.1 38' 7' low 741 74.1 904 911-0 MO 111.0 MD 140& 61.3 61.3 Wit 9" PU i11A 00.0 127.7 340'1+P 744 744 000 0010 90.0 111.0 SW 140.0 38" 120' 741 74.0 ODA 90.0 BAD 1114 00.0 140.0 38' 126' 1 727 1 727 1 $04 80.0 BOA 111-0 90.0 140.0 HEAT Smmb MASS 9911'm3um IOTA011E NO O( 'DUPONT* r3/1• HFAT 8(OEN'O OLL549 F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). NEAT S0F4'D CLASS DSO• DD08AYm MNTAYNA4 BY T upwr r3/18' NEAT STBD4'D CL t L / t� �d VmTCN1.Y wiXXB Ni mwl MIL MIO' irll F r�•18 2Qt�: W03-52 3/16' Am MASS DESIGN !AAD CAPACITY - PSP an, 011p8AYm BtDAM PYB By 7XAgi1r I71ND00 DIMS. WIDTH LENGTH 3/16' Nal. MASS +9-t/0• 28-1/2' 31 83-1/8' SI SXX(E TRY= snrri AI 2 a" CA 7700 911-0 1 90.0 ilia WA 1 _90.0 BOA I e0a 90.0 mo W.0 ma WA 140.0 804 80.0 90.0 9040 90.0 111.0 110.0 140.0 80-0 I 804 90.090.0 90.0 111.0 900 140.0 19-1/ar 26-1/2. tl 80.0 804 90.0 904 !! 111.0 BOA 140A BOA 80.0 90.0 80.0 90.0 MA BOA 110,0 iI i. GLAA3 TYPE HEAT Smmb MASS 9911'm3um IOTA011E NO O( 'DUPONT* r3/1• HFAT 8(OEN'O OLL549 F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). NEAT S0F4'D CLASS DSO• DD08AYm MNTAYNA4 BY T upwr r3/18' NEAT STBD4'D CL t L / t� �d VmTCN1.Y wiXXB Ni mwl MIL MIO' irll F r�•18 2Qt�: W03-52 DESIGN !AAD CAPACITY - PSP I71ND00 DIMS. WIDTH LENGTH I OL433 TYPE IF, OL498 7YP8 'G' GIM TYPE 'B' GLASS TYPE 'J' EXT. M INT. 00 EXT. (.)I INT. 0D EXT. (.) INT. 00 EXT. (•) INT. 00 +9-t/0• 28-1/2' 31 83-1/8' 28' a" wo 911-0 1 90.0 ilia WA 140.0 _90.0 BOA I e0a 90.0 mo W.0 ma WA 140.0 804 80.0 90.0 9040 90.0 111.0 110.0 140.0 80-0 I 804 90.090.0 90.0 111.0 900 140.0 19-1/ar 26-1/2. 28-3/8. 80.0 804 90.0 904 90.0 111.0 BOA 140A BOA 80.0 90.0 80.0 90.0 MA BOA 110,0 37, 83-1 BOA 60A mA WA 904 904 OU MA 90.0 90.0 I11A 111-0 OU 90A 140.0 140.0 19-1/6' 26-1/Y 60-6�, BOA soa no 00.0 804 111.0 • BOA I40A BD.O BOA 1100 900 BOA ilia 90.0 100 3Y 83-1 80.0 784 804BOA 709 833 90.0 8" 904 86.3 Ilia +082 9 04 68.3 110.0 t32.7 t9-1/8' 28-t/2' 37* 63-t/8' 804 904 BOA ADA 900 MA OOA 140.0 804 80.0 BOA 911-0 904 Ilia 004 14U 80.0 8010 40.0 904 904 111.0 BOA 14" 723 723 61.3 8t.361.3 IOU 81.3 MIS ID -1/6' 28-f/2' 37' 63-+ 71-1/4 , 804 SU GM 904 904 111-0 OOA 140A 404 800 A" 911-0 NA 11140 boa 140.0 a" 600 930 BOA 90& 111-0 904 110.0 71d 714 813 81.3 fila 100.3 1 61.3 In - HEAT Smmb MASS 9911'm3um IOTA011E NO O( 'DUPONT* r3/1• HFAT 8(OEN'O OLL549 F NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). NEAT S0F4'D CLASS DSO• DD08AYm MNTAYNA4 BY T upwr r3/18' NEAT STBD4'D CL t L / t� �d VmTCN1.Y wiXXB Ni mwl MIL MIO' irll F r�•18 2Qt�: W03-52 '"umK ImmI TM WINDOWS VSTF?I TORE. TYPICAL ANCHORS: sm Em. roR vAm10 ]/4' DIA TAPMN SY YT W' (Fw120 R% FrQ M9) 1/b' DIA ULTRACDN BY 'ELCW (F -1y7 N&."35 no INTO 26Y WOOD ;OR WOO STRUCTURES 1-3/8' MW. PENETRATION INTO WOOD THRU 1BY BUCKS WTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONE. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ,814 SMS OR SELF' DRIWNO SCRENS ( 2 CRI) ORO MIAFB-pAOE COUNTY APPROVED MULLIONS (MIN. TWL 1/87 INTO METAL STRUCTURES STEEL : 12 1 MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8'. THIN. NUJ. (8083-T8 MINJ (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE D73TANCE INTO CONCRETE AND MASONRY - 2-3/8' MDI. DRO WOO STRUCTURE -1' MIN. INTO METAL STRUCTURE = 3/4' MRI. CONCRETE AT HEAD. SILL OR JAMBS 1't - 3000 PSI MIN. C -SO HOLLOW/fum BLOC( AT JAMBS Ym . 2000 PSI MRL SEALANT FRAME CORNERS SEALED WITH ACRYUC SEALANT. 41,` At z 0 oda M1,40 I W03-52 3378_. trsm PART 0 OOAam unmmnm t 6W -36277-A ♦ FBL66 . a +aae as'800. 0AM bra ,.000 .ma 1 6 ea z r - ewve A997z • 6 TF -r7{ AS RWMM aAmas em6 - m FOa0. W.= am 0 .Iso .780 . I - .oas ©,/♦• MAX 5 NG Bo (WSUL LAM. Cuss P.. EXTERIORgm WNM *am 7 Tyr. Cor �� l� 6 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodoonline.com T. M. Windows & Door, LLC 601 N. W.12a' Ave., Pompano Beach, Fl. 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 11230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-95., titled "230 Alum Outswing Door w/sidelites. ", sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on 10-10-2006, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews # 06-0327.03 and consists of this page 1 & evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 07-1010.21 MAMFDf�DE:cc 9a ' Expiration Date: December 26,2012 Approval Date: February 21, 2008 Page 1 T. M. Windows & Door. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0327.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02-95., titled "230 Alum Outswing Door w/sidelites. ", sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on 10-10-2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (Transferred from file # 06-0327.03) 1. Test report on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3053, dated 07/01/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test report on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test per FBC, TAS 202-94 along with marked -up. drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS(Transferred from file # 06-0327.03) 1. Anchor verification calculations dated 03-07-06, complying with FBC-2004, prepared by Al- Farooq Corp., signed and sealed by Dr. Humayoun Farooq, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated 10-15-02, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E.( 3. Glazing complies w/ ASTME-1300-98 &-2002. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer", expiring on 03/04/09. E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 02-24-2006 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. F. OTHER 1. This NOA renews # 06-0327.03, expiring December 26, 2007. 1 � k4! , I . L Leo o. 'Ishaq I. Chanda, P. E. Product Control Examiner NOA No 07-1010.21 Expiration Date: December 26, 2012 Approval Date: February 21, 2008 E-1 $IIFAA1SSEE WtO�D1S YAY RE USED Rm. FOR REQ. FOR TYPICAL ELEVATION TESTED UNITS (4) REOD. FOR WOOD DBfgLIATIa1S (2) REDO. FOR CONC. INSTALIL I 71 FRAY SURFACE APPLIED `MA EMUWM �i rn r / J 25 I\ 25 SI D1 OPO. OL OPO. LAMINATED GLASS OL SMALL MISSD.E IMPACT �� tl P Ja 1/2' h PANEL WRRH •I 37 5/8' 71 ITB' 37 D/B• SlDFYTE DOOR TiAM[ 100TH SWELNE WE ( oxxo > SERIES -230 ALUM 0 PP-SIWWG DOOR W/ SIDELM@ OOORS/SDELRES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE D.IPACT. MARE REOIARFD FOR DISTALAATIONS UP TO ]0 R. OF CRADE. SHUTTERS Nor RE00. FOR INSTALtaTIONs ABOVE 30 Fi. GRADE lk REdRREYEMS OF THE FLORIDA BUILDING CODE 2001 EDIOINd ==XO mm MSOCRY IOpOmm ZONE W&O. WON BUCKS RY OTHERS, MUSE BE ANCHORED PROPERLY TO TR*MM LOADS TO THE SIRUCfww_ AHCPRNLS SHALL BE AS LISTED, SPACED AS SXOWIY ON DETA0.3. ANC110RS EMBEDI M TO BASE MKIMAL SINLL BE BLYDND WALL DRESSRiO OR SNCCO. II \li ✓ AIM NOT PART OF THIS APPROVAL. IIS/- A LOAD DURATION QICWSE IN ALLOWABLE STRESS Q USED IN DESA OF IN -Ar ANCIWRS INTO WOW ONLY. BUT NOT LOVED ID SCt�'S, THAT DRO In COMET MPRH OMER OtS50MAR FEMME CATDIALS SHALL MEET THE REOULwa F 2D01 FLORA BLDG. WDE sECILQE 200Ja1. TYPICAL ELEVATION TESTED UNITS (4) REOD. FOR WOOD DBfgLIATIa1S (2) REDO. FOR CONC. INSTALIL I 71 FRAY SURFACE APPLIED `MA EMUWM �i rn r / J 25 I\ 25 SI D1 OPO. OL OPO. LAMINATED GLASS OL SMALL MISSD.E IMPACT O.L OPQ. 34 1� P Ja 1/2' h PANEL WRRH •I 37 5/8' 71 ITB' 37 D/B• SlDFYTE DOOR TiAM[ 100TH SWELNE WE ( oxxo > SERIES -230 ALUM 0 PP-SIWWG DOOR W/ SIDELM@ OOORS/SDELRES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE D.IPACT. MARE REOIARFD FOR DISTALAATIONS UP TO ]0 R. OF CRADE. SHUTTERS Nor RE00. FOR INSTALtaTIONs ABOVE 30 Fi. GRADE THIS PRODUCT HAS BM DESIONEO AND 'ESI EO TO COMPLY WITH M REdRREYEMS OF THE FLORIDA BUILDING CODE 2001 EDIOINd ==XO mm MSOCRY IOpOmm ZONE W&O. WON BUCKS RY OTHERS, MUSE BE ANCHORED PROPERLY TO TR*MM LOADS TO THE SIRUCfww_ AHCPRNLS SHALL BE AS LISTED, SPACED AS SXOWIY ON DETA0.3. ANC110RS EMBEDI M TO BASE MKIMAL SINLL BE BLYDND WALL DRESSRiO OR SNCCO. ANCHOROW OR LOAD= CONDITIONS NOT SHIM IN THESE DETAILS L AIM NOT PART OF THIS APPROVAL. IIS/- A LOAD DURATION QICWSE IN ALLOWABLE STRESS Q USED IN DESA OF ANCIWRS INTO WOW ONLY. BUT NOT LOVED ID SCt�'S, THAT DRO In COMET MPRH OMER OtS50MAR FEMME CATDIALS SHALL MEET THE REOULwa F 2D01 FLORA BLDG. WDE sECILQE 200Ja1. TYPICAL ELEVATION TESTED UNITS (4) REOD. FOR WOOD DBfgLIATIa1S (2) REDO. FOR CONC. INSTALIL I 71 FRAY SURFACE APPLIED `MA EMUWM �i rn r PANNI, WIDTH X 1/2• PANEL W0M / xnx I\ PRODUCFRENEWED amdfieR>.ltO TOY FWAb La'�aiw': Ef90� LAMINATED GLASS SMALL MISSD.E IMPACT L IIS/- PANNI, WIDTH X 1/2• PANEL W0M moommom xnx PRODUCFRENEWED amdfieR>.ltO TOY FWAb La'�aiw': Ef90� LAMINATED GLASS SMALL MISSD.E IMPACT 7 d 2009 5m" 1w. W02-95 Y,• "'cafe WJLLM - DESIGN LOAD rAPAm r - PSF PAM D60.ESWN$ GLrss TYPe •A' ratll 101817 EYf. (.) � aF. (-) s -Ir r-0• mo Bso s -16/e• r -w m.o eao s-0 Ir -0• eso aeA s -16/e e'-0• B0.e B08 GLASS cWAww9 w T,67i awry ANc eAsm ox k A9LY E1300-86 SO BEG. NIXp) GL Asn n3ao-m a sEc mats) rax REdfcmws rm FIEIOGLE m OGLmtr NDN >dO11GL1 abxa a7 tffi zaa eunal DOORS NIIIWUE SIDE= - DE&W LOAD r.WAm1Y - PSF MASS TYPE 'E 1 LIMINAL DOOR 000.T S RD REWONSM 0 LOW R00"'M HEAVY fa716mCOW x xx EKT. 1.1 W. (-) — (+) wr. (-) 3•-t 7/10' x Z' 8•-0• x e' -e' 110.0 80.o eeA 85.0 110.0 80.0 g s-1 7/18• X r-0' 6'-0• x 7-0' BOA 80.0 BBA 860 80.0 20.0 0i T-1 7/18' x T -TI g-0' X e' -O' 80.0 80.0 86A 88A 80.0 BOA OEM LOADS Si MN AWA ARE FOR DOORS NIIH ADD-ON 185ER1REL1 /28) OR 10 -RI SILL OIEY !2A} aR FOR GPAwx rntp. MA1ER p07LmAi1mV REmlBlflo:NTB NW APPUMML FOR DOORS WIN S1AtlGW S0L (DON /2) LRn EXE(+) LOOS m 699 PW 76 3/a_1IAfL� fu t/fe' La1l 114 1/18" (X) <xo) (oxo) (xox) (XX) ox 1O2 Lt1/�B• YA1L _ 148' MAX (XOXXXO) (oxxo) 7/I6• AMiWED GLASS WD)11 O SVW ISO KEU%AFE YAXDOREWAYER r3/1 G• ANNEXES GLASS P'a p \ SUKW/1E TREMWAM SW F 7RCIW0 0.480` OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DEML AT SDELDE DOSS NRH SaE M SEE 01ART ABOVE FOR WE= 1ARLWN OPAM USE LONER MAN OF SMM OR DOOR �0 o F 1/+' TEDuns SPPB wtemAYeR O ri/�• TOW. mortis (� I GIA7IIa: CHAM41 j$$ 8001' No 0.810' OVERALL. LAM. GLASS GLSS TYPE 'E' ffi ���SSS CLA21NG DETAIL AT DOOR Y' ►+tOotAcrLSE� � 3 �X°°.6E 16Fxbgy 0 tl/1 0 205 I I wog A TVP*AL SEE W. FOR i SEE iBy OR 2BY W= 4. 3/8' X li lO " ABOYE BSA PW WOOD =AND MESAL STRLICNRES Nor By n WINDOWS BOLT MUST SIWPORf LOADS DMPOSED BY GIAZIN6 SYSTEM Alm 7PATMON TRANSFER 7HOL TO THE BU4DINC STRUCTURE. D. '�' p+ TYPICAL ANCHORS: sm ELEv. FOR sPACWO SgpTANTS 1/4' DA TAPOONS Rf CO WTO WOOD STRUCTURE FRAME COMM AND GLAZWO BEAD To PANEL. SEALED WITH WHITE COLORED SEALANT. gg�� 1-3/4' MW. PENETRATION INTO WOOD SFAYS BETWEEN MULLION AND JAMBS SEALED WON SIUCONE THRU 10Y OR 25Y WOOD BU= WTO MASONRY OR CONC. HINGES 1-1/4' MIN. EMBED INTO MASONRY OR CONC. 0 "i u DMRECTLY WTO CONCRETE OR MASONRY 7—D/8' I.QNf. ARMY BIRf NWGES. AT 11' FROM EACH END AND ONE AT MmSPAN F LEAF. i Q 1-1/4' MIN. EMBED INTO CONCRETE OR MASONRYSTANDARD .. N (/4• GFl F DR(CR nP S CR51 WTO METAL STRUCTURES STEEL THROW BOLT LOCK. XEY EXTERIOR THUMB TURN WTEDO OPERATED ON Z < FIN STEEL : 12 GA. MW. (Fy . 36 KSI MW.) AT EACH ACTNE LEAF LOCI STILE. 4B' FROM BOTTOM ALUMINUM : 1/8' T}iK. MIN. (8063—TS MPI.) CONYENOONAL LOT7tSE'f WITH IWOB. KEY OPERATED ON ail (STEEL W CONTACT WITH ALUMNA TO BE PLATED OR PANTED) EXTERIOR AND THIAIB IURN ON WTEPoOR TYPX•el EDRF DISTs cE AT EACH ACRYE LEAF LOCK SOLE. 38-1/2' FROM BOTTOM WTO CONCRETE AND MASON'/ a 2-1/2' MR MANUALLY OPERATED CONCE411D FLUSHBOLTS WTO WOOD STRUCTURE o 1' MPI. AT TOP & BOTTOM OF EACH LEAF LOCI STILE DRO METAL STRUCTURE m 3/4' MN. (4) AT OOIBLE(OX) DOORS. (2) AT SME(IM) DOORS I ROWS TO BEDWM W1R W PRBOOS W MMMOM IMAMMQ sms 1Ir 04 BxWXS pM11d. "00. TOMS 3/8' X 3 pEOD. TOR Lam IBOVE 153.3 PSi tI•"iROVI pBDIE�.5&3 PSFF A OPZ/ L-oet74Z L _ 1 I + BEebfw I g 20M �"XW Iro. a' ZQ oT 7 VAX OE_ ® O 1 ASS¢YSLY 7F40;j r. .. Q LEAF EXTERIOR MMH alts' bbb �S worm O a - 7d = mXl,-\ ANCHM TYPICAL PRDDUCFRENYW® 2 PER CUP S k 8 ammFbmt.Mftnmft tMtlglaYtO p Qf i X fl %UDfi I II W02-95 F �F t/P' SELF DRUM SCREWS /14 X 1-1/4' SYS a + F a hilt FROM NDS E AND 17-1/r OG O a Q e° g 11 0 ACTIVE LEAF alts' bbb �S worm O a - 7d = mXl,-\ ANCHM TYPICAL PRDDUCFRENYW® 2 PER CUP S k 8 ammFbmt.Mftnmft tMtlglaYtO p Qf i X fl %UDfi I II W02-95 v, f_txs_ .i3y3 y NO REINFORCING A V.` z 0 S h a� HO OM O I r o 70 wog 95 .oss I 1 Je: E3E0 4773 � I L99� 4SE6 FRAME HEAD 7 tb00 nJ- MULLION FLUSH BOLT GUIDE �EDH 70.-054 OW -27846 .780 (�--84M 3�* 3E3 � 6.310 ' d98 LM3 (07 J78BB 6,87E 3D00 CENTER IIWGE L D6B LS00 ��IEJES�--y, �y DOOR JAYS/SIMM FRALIE L oboe- F/ TI GW 38672 J DOOR TOP & BOTTOM RA0. as78 40. 37889-A 1357 lY 091 W7ER FO4GE 040 30� DILE Iam Ix 6E9 I � —t p --3DB —1 SIO. FRAYS SSl 3186 /.iR3-�z J/a• KINM CO CW_2N1y P DOOR Hv= SnLE Y1O z 1/2' F10 SWs Im OW-38Ng ED00 .7 1FATHM-STRIP ADM(ER E,I, GW -31826 .71M 1790 Bg L o b79 E.1E6 .463 .909 .8E9 ED42 ,ygp DOO1EW SM 7 HINGE ASSEMBLY4�- 3790 .77E ALT. F" DEOORATK YOULDMG c0.-38737 .ISOr -y Im5 Aw C 4" L584 I .� L I I IM3 1b00 � L --I A60 �— 1D00 8��qp GIASS SLOP WM STILE RMIFORCUAW HINGE REDO'ORCEYEM REINFORCwG BOR /� SU ADAPTER GW-s19ss Q n -o75 TW -097A GW-s7o58 V nu 8 PAST # OUANTl1Y DESCRIPMON ILA7TAM WANP./>wPPTiBB/RSYAltBH 1 TW -036 I FRAWE KELD OD53-TB - 2 OW 26616 I FRAME ML BON -TB - 2A OW 37319 1 AV. FOW 60.1. GOB3-TIL - 3 oY 38672 2 FRAWE JAMB 6083-76 - 4 00 36MB 1. PANEL LOCK SME 8063-15 - 5 GW 38936 1 PMO]. NPM STU SOW -Is - 6 TY -OBI 2 PMEL 7OP/6O1/W MW 60&7 -TS - 7 '6 CW 31628 D• 378890. • WEADOMWP AOWPTER ZAMM ASSY. TW MM DOR H9ME BOBS -75 END OF DOOR SMIS (WP/BO7 ON) 6063-78 OOOR PANa/PRMIE NPB.'E GIDE 9 OW 33888 IAM AM TW CENIFA BIM MNOE 6063 -TB DOOR PANP1PPME OM SM 10 Gw 32222 2 DOOR LOCH O15ERF 6063-16 LOCH 870E II - 2/ LEM 3/4 t 1 1/4 . 3/4 a 1/r M. CAP ALWMA01 Y LONG 12 - 2/LFAF TW FLUAI BOU ASOMY AAMM DOOR LOLL SIRLB it 0737098 AS RMOD. MD REo5OR = 6AR Ir LONG BON -76 Al 100 SPAN 14—' OW3706 AS REO. SILL WNFORM BAR ,r LOND 8082-75 A7 11W SPAN 16 4827 A$ REO'a 'WJWAB' COU RFM WOMM Woo. LOCK SEES AMA HIM SOL 17 0/ 27M6 2/1EAF FUVPMT LAIMF. r LMO 6063-79 t*(x MIS ENDS CTW/BORO11) 18 - 1 7/alp 10 m PR4 MM AT V= 1030E ASSEMBLY 20 - AS REQ. /10 . I/r FI&v� srm AT FUM Baia ... _ 21 - ZAzAF N:= 1/2.9 TFOFAOFD RW. WA90A B NUT SIM WP END RAGS 22 SUM 400 1 KNOW KNOM.00K - AWNS LEN 23 SMM 800 I KNOW DELDBOLT - ACME LEU' 24 - _ 2/IRAE ABSY. HOM B PIASM SRME ASB MY 25 - 38 am PLLM (Wham) PLM M ODOR .IAMB DMTALL SCREW MUM 26 27 - - AS REO*. 010.1' PJL 5113. (ASSY. bS7O.1F) VW= ASSY. MM W gm om Fam mimm/wu ai PLASM IMM[ ASSEMBLY 29 1 SSL ADWM (I' z I' 2 1/18' IU88) MAIM - 30 TW -052A - RM RoffoRCooff 6105-76 92-1/r LOM 31 W --m 1 LDC( 810.E PED9'OFMEm1T 6003-15 FW. o DOOR U= 1i10E4 N TW -091 2 WO1MN Bo&7-TIL BEMEEN DOOR/�E Lne .WY83 36 aY 31936 4 0158 BW 6D63 -W Sta NE wato PE/MRIBR 36 _ 2/WML n 4. 2 7/8'4 1/6' CLIP ALUIL WP 6 BDROY W 10.4L S7 00. 38737 W=& =00M OD. DFDORATM 110RODM BO83-TIL _ OOM PANBL PFFOft1ER 0 8-7 F 0.02-95 z ag FRAME TOP CORNle ER R SIDELRE CORNER $� i3 gs 8 OR AOR e +NIOe �za OAR LFAF CORNER coir zi L �ldoo r►.r 21- CAK Y it, FRAME BOTTOM CORNER dnntq m. fir,? A 2p06 wo2-98 ..- , . i MIAMI, MIAMI-DADE COUNTY i 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.awh r Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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: Steel Pan Sectional Garage Door up to 9'-0" Wide with Impact Lites APPROVAL DOCUMENT: Drawing No.103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006, with last revision dated 12/15/2011, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. LIMITATION: This approval requires the manufacturer to test all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimen were selected from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with yield strength of 30,600 psi or more shall be used to make door panels under this 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 # 07-1120.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrem, P.E. NOA No 12-0105.01 M .;� Expiration Date: February 21, 2017 JAPP07,rZ51-_7-Approval Date: March 1,Page 1 , ` ► Cloigay Bu ldi g Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006, with last revision dated 12/15/2011, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 06-1107'.0,2" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01-07, dated 11/05/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 061147.02" 2. Test report on Accelerated Weathering Using Xenon Are Light Apparatus, per ASTM G 155, Test Report No. HETI-06-A002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No. HETI-06-T566 and HETI-06-T634, prepared by Hurricane Engineering and Testing, Inc., dated 07/14/2006 and 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report on Self -Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06-1024-17496.0, dated 05/26/2006, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 46--1107.02" 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/2006, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI-06-T596, T597 and T598, dated 08/24/2006, signed by Rafael E. Droz-Seda, P.E. 2. Salt Spray Exposure Test Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. F. STATEMENTS 1. Statement letter of code conformance with 2007 and 2010 FBC, issued by Clopay Building Products Company, dated 02/17/2012, signed and sealed.by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 01/04/2012, signed and sealed by Scott Hamilton, P.E. 9!017 615 2v12 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12-0105.01 Expiration Date: February 21, 2017 Approval Date: March 1, 2012 E-1 4 J L I CLOPAY MODELS 84A. 94, 99, H94 °" a oma. Mune[ rwmem, (DEAL MODELS, 4RST. HOST. 4F in SIM-Tu60 m aaaa I- w now m L- 91Smt w min t wle \� o HOLMES .MODELS• 48. 488 twa � 10P"Lr°° a(M6sfam n my aq q) w e°fw.. am w im,r om SECTION B -B tr s�com ma OI mm0c-LL-w avQ�ortw® v W It erw TRACK CONMRATION m � °ooyl� O MIrtIM � TVa°mmv s�tRla4 Ir III, u D =ac (Maws a,e Ma. s aaxr_amaNl amo ww�me .� ,.a m nw avv2r f."C- 1113, w ' SM w I tdM `°m■ 8 r alar. 62a. =-M g sc om .ome acm. •• In..zm t• mLa Iwoaa.>m °am•. t i oo�xaau - C. L «+te wmmm mm omv xrm aw +wn euu+ PREPARATION OF JAMBS BY OTHERS C or L _% a >HI vmraM mom® ma a2 ' twoII tWnl . rd SECTION A -A _. ... __ _ ... - 4=3I wa°Pna: law° L a=I=, &mrom INSIDE EL E1 A/ TI r nm. m, w��ppltmp L JAMB TO SUPPORTING STRUCTURE ATTACHMENT wpL TPAQ. m t BOZO 1: ITl a16 LQW IA01 92 000Y O 1wY�B[D W Im 1wA I9w ltipl IIIOY tl[ m1tl1 W 1FI[ b6 aE2 tYaV Wp 0Y NO1 pw O 6r[6 ti.1. (q1Y b. M].1} OII WA A, 4== Ma l V W W 112 O M I! IaTO P= m m[ 1125. 8$S 80H � aM1L 8NE i R �Jm10�. � l� �S YW RWRO m S[7 W Pique 11 N4P1 an ° mS jj, tl°°GL t9 6L "I. SIM /0P S /6a tt 81Y[BBNWNa MW= 8181. 002121[ M0.maf.: O.LMIOM OI am= w= +� 4voaD ERAIaE 11 UIL��gU wnu warms ao° aam m ,x6 aur a a u Ai ee raven aro er at use tww� ae vatxamt rv[n m m M ams B now .w, eamw l6 ea a1uL m0. LOCK MALI. ORS DIU a m G=ff W.W= =W ou m B 1 aro WHOP. LCM COtaR a0pl 0¢L 8[ tILLSD w01 CWC21¢ pppp� laS MmP�m ad 1WZL JOB i Fa" pSM WO M � wm 06 SUOIS u 8\SS a41t� aaiaawW "Mw L2IDmMs mro°aM° asItmca= mamma III Maaam Ira ra eamin tmoaeMm rmmm ar Memasam T"i/8• 7-Ve• 91B�gpay OsBa°� )• WL . 74 0a a1n. 2x8 JAMB TO SUPPORTMO STRIICTORE ATTACHMENT ow wala MS1V ��e NO 0/P O m k-711 ma111 IAMB CONF1 RATK)N NBfal{m tw 3 al aw T, B0a2t (a-IAY 6•, IIo 44 w0. ass. I aw 8we. II -e/0• w62a mM t�� aiL�I�mI. a11RK at6 220E B�rQ•. 1 aRlt 12m BWEK �t1a� pp - 1II OA aM. sm 1001 S y S ' • lwr IB aal OS �OFNIW 0 . .IaU ap QQ p/1611 -i 010nwY Pi102011 8,.,L M2UNaIN1MI. L A MOOrD LaINOs 8pa® O@ �p21.wD aum,rRau4a mn Amtmac rMvom w ana �.T' C01�wS,MpLmR.m /(StO•a� LIR.w i�M9 q IT �9r0 j.. SLOAM' +48.0 PSF & -94.0 PSE. a/as fam TOLERANCES AD.aaWMrw /"wI uaww 11WE A �i OF t � Ob"N M WON I1,4clepay - ° /r.6/r IRT p s m g w6v. sus eaa m taw[ Mromm m aw e>np uml .. 16/23%09 t/r mKR a2v wra rmn: (4 In• au mw64tdPa oeaAn . u/� oiAwt asMauca SH VMD �pm Daca ANTT UTES 0Building Products am aMxe W. Com an t 9l B0354 m 4 3 2 1 1 Miami Shores Village Building Department F 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 SEP 2 6 2013 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 62.4949 BYo FBC 20 BUILDING IS$ ermit No. PERMIT APPLICATI Master Permit No. J� _ Iola's Permit Type: JOB ADDRESS: BUILDING ROOFING City: Miami Shores County: Miami Dade Zip: Foho/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: Tenant/Lessee Name: Email: CONTRACTOR: �Company Name: Address: _j City: C (V U - Qualifier Name: .-1 State Certification or ReQistrati . C I �,' J64,to-1, (,4( C) -, �' ( Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 'Square/Linear Footage of Work: Type of Work: ❑Addition Mriptir( 6rk• Submittal Fee Scanning Fee $ Color thru tele: Zip: ONew ORepair/Replace ®ODemolition Permit Fee $ 01 is 'm CCF'$ CO/CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ 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 .1 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 iii this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect' hich occurs seven (7) days after the building permit is issue the absence posted notice, the inspection wil t be appr v a reinspection fee will be charged. /• Owner or The foregoinstrument was ackna�ed before me thit;1-- day of , 20, by r . j , who ispersonally known to me or w has produced )As identi jac'4tion and who 4d take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature The foregoing instrument was ackn �Iedgedefore m this day of , 20 L3, by a who is personally known /tq me or who has Koduced cation and who did take an oath. NOTARY PUBLIC: 1 \�ti��unu►►►,,,/Z� Structural Review My Commission Expires: (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) QI A Go ld ste i n_Residence_Ad d itio n a l_Fra ming_Deta ils.=cd PROJECT DESIGN LOADINGS The following calculations for wind loading are in accordance with the Florida Building Code 2010 Edition to incorporate ASCE 7-10, with Chapter 27 of ASCE 7-10 for MWFRS and Chapter 30, Part 1 for & C. A. Calculation of velocity pressure. ah andg- Vint := 175 mph Ulitimate 3 -second gust wind speed, per Section 1620, Vasd = VAV-0 6 Vasd = 135.55 mp R:= 1.0 Risk Factor, per Table 1-5-1, for a Category 11 structure, h:= 18.0 ft. Height above grade, for design. D:= 38.0 ft. Least Horizontal Dimension H:= 0.0 ft. Hill or Escarpment height COPY Lh := 0.0 ft. Dist. upwind of crest to where A Elev. = 0.51-1 x:= 0.0 ft. Distance from crest to bldg. site. zo := 0 ft. Height above local ground level. OCT 0 9 2013 Velocity Pressure Coefficients, per Table 27.3-1, for Exposure Category C . K., eval. at h <= 18 ft.: Kz, eval. at z <= 18 ft.: Kh := .88 Kz := .88 Directionality Factor, per Table 26.6-1 Kd := 1.0 Gust Effect Factor, per Section 26.9.1 G:= 0.85 Topographic Factor per Table 26.8-1 z = 0.00 ; K.i := 0.0 x = 0.00 ; K2:= 0.0 0 = 0.00 K3:= 0.0 Kt := 1 + K� K2 K3)2 K"= 1.00 Lh Lh Lh Velocity Pressures: a-, eval, at h = 18 ft. ; a. eval. at z <= 18 ft. ; C Y := 0.00256 qh := C-i•Kh-Kzt'Kd'Vasd2'R qz Cy'Kz'Kzt-Kd-Vasd2'R qh = 41.40 psf qz = 41.40 psf Internal Pressure Coefficients for Buildings, GCPL Per Table 26.11-1 Pressure acting Inward (+): Pressure acting Outward (-): GCpip := 0.18 GCpip := -0.18 John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 Addendum to permit calculations for: 4404 SW 139th Court Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 10 September 26, 2010 Rev. 10-8-13 add wood stud calculations Dom.! 013 mmi B. a) Design Wind Load Pressures for the Main Wind Fdree Resisting System (MWFRS): External Pressure Coefficients Roof Pressure Coefficients C for Flat Roof slope 0 < 7 degrees per Figure 6-6 Normal to Ridge, Normal to Ridge, Parallel to Ridge, Windward Slope Leeward Slope Either Slope h/L = 0.5 h/L = All values h/B or h/L = 0.5 Cpwr:= -0.8 Cplr := -0.6 MWFRS Roof pressure for windward side eval. w/qh = 15 ft., combined with (-) internal pressure. pwr gh-G-(Cpwr + GCpin) pwr = -34.48 psf. MWFRS Roof pressure for Leeward side eval w/q, = 15 ft., combined with (-) internal pressure. pwr gh-G•(Cptr+ GCpin) Pwr = -27.45 psf. John M. Buscher, , P.E. Consulting Engineer Structural PE#41844 4404 SW 139th Court Miami FL 33175 Tel. 305-554-9170 Cppr := -0.7 Goldstein Residence 10650 NE 10th Court Miami Shores, FL Addendum to permit calculations for: Additional Framing Details Required September 26, 2010 Rev. 10-8-13 add wood stud calculations C. Design Wind Pressures for Components and Cladding. External Pressure Coefficients, GC_, for wind loads on building components or cladding; For Buildings with Mean Roof Height, h <= 60 ft., and Flat Roof Slope < 7 degrees, for gable roofs per Figure 30.4-2A and Guide to the Use of Wind Load Provisions, Table 2-3, For Roof Surfaces which do not lie within areas bounded by edge or comer width, a, referred to as Zone 1 in Figure 30.4-2A; and for Roof Ridge Zones (incl. overhang width) and Ridge Zones, referred to as Zone 2 in Fig. 30.4-2A; and for Roof Corner Zones (incl. overhang width), referred to as Zone 3 in Fig. 30.4-2A; and a = distance from building comer = smaller value of 10% of minimum width, or 0.4h. also, a >= 4% of minimum width, and a >= 3 ft. Therefore since b = 60 ft. and h = 18.0 ft. a = 6.0 ft. An asterisk shown after the tributary area quantity indicates that the "length/3" option is used. C. a) Roof Component Pressure Coefficients, GCpr, for gabled and hipped roofs any roof slope. Component Zone Area GCp Design Pressure Typ.(+) with and 1,2,3 A:= 10 sf. GCprp := 0.3 prplo gh'(GCprp + GCpip) without overhang prplo = 19.87 psf. Typ.(-) 1 A:= 10 sf. GCpm, := -1.0 prin10 gh'(GCpm1 + GCpin) without overhang Pr1n10 = -48.85 psf. Typ.(-) 2 A:= 10 sf. GCprn2 -1.8 Pr2nlo = gh'(GCpm2 + GCprn) without overhang pr2n10 = -81.96 psf. Typ.(-) with 2 A:= 10 sf. GCprn2 -1.7 Pr2n10oh gh'(GCpm2 + GCprn) overhang Pr2nlooh = -77.82 psf. Typ•(-) 3 A:= 10 sf. GCprn3 := -2.8 Pr3n10 gh'(GCpm3 + GCpin) without overhang pr3n10 = -123.36 psf. Typ. (-) with 3 A:= 10 sf. GCpm3 := -2.8 Pr3n10oh gh'(GCprn3 + GCpin) overhang Pr3n10oh = -123.36 psf. John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 Addendum to permit calculations for: 4404 SW 139th Court � Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 September 26, 2010 Rev. 10-8-13 add wood stud calculations Typ.(+) with and 1,2,3 A:= 37 sf.* without overhang Typ.(-) with and 1 A:= 37 sf.* without overhang Typ. (-) 2 A:= 37 sf. * without overhang Typ. (-) 2 A:= 37 sf. * with overhang Typ-(-) 3 A:= 37 sf.* without overhang Typ. (-) with overhang 3 A:= 37 sf.* GCprp := 0.4 - .10log (A) prp40 := gh•(GCprp + GCpip) GCprp = 0.24 Prp4o = 17.52 psf. GCpm, :_ -1.1 + 0.10log (A) Pr9n4o:= gh'(GCpml + GCpin) GCprn1 = -0.94 pr1n40 = -46.49 psf. GCprn2 :_ -2.5 + 0.70log (A) Pr2n4o:= gh'(GCpm2 + GCpin) GCprn2 = -1.40 pr2n4o = -65.50 psf. GCprn2 := -1.8 + 0.10log(A) Pr2n40oh := gh'(GCprn2 + GCpin) GCprn2 = -1.64 Pr2n400h = -75.47 psf. GCpm3 :_ -4.5 + 1.7log (A) Pr3n40:= gh'(GCprn3 + GCpin) GCprn3 = -1.83 Pr3n40 = -83.37 psf. GCprn3 :_ -4.8 + 2.0log (A) Pr3n40oh:= gh'(GCprn3 + GCpin) = 1.66 GCprn3 — Pr3n400h = -76.32 psf. John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844V,'/ Addendum to permit calculations for: 4404 SW 139th Court VD Additional Framing Details Required Miami FL 33175 } � Tel. 305-554-9170 September 26, 2010 Rev. 10-8-13 add wood stud calculations IOC&AI-- 401r The following calculations for gravity loading are in accordance with the Florida Building Code 2010 Edition, and applicable amendments. A. Design Roof Gravity Loads a) Roof Dead Loads: Built-up waterproof membrane wmem := 3.0 psf 5/8" Plywood roof sheathing wply:_ 2.5 psf 2 x 10 Wood joists at 16" o. c. wjoist := 2.5 psf 1/2" drywall ceiling and insulation wceiling := 3.0 psf Total Uniform Roof Dead Load : wrdl := wrnem + wply -- wjoist + Wcelling wrdl - 11.00 b) Roof Live Load, for flat roof slope: wrll := 30 psf d) Combined Roof Dead and Live Load wr_grav := wrdl + wrll wryrav = 41.00 e) Roof Dead Load, for uplift calculations: wrdl up := wply + wjoist + wceiling wrdl_up = 8.00 psf psf psf John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE##41844 n, Addendum to permit calculations for: 4404 SW 139th Court \ 1 Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 �� September 26, 2010 Rev. 10-8-13 add wood stud calculations B. Check Existing 2 x 10 roof joists for gravity loading: s:= 16 in. max. wr__grav = 41.00 psf. Ljoist 13.5 ft Lcant 0 ft, wjoist wr_gray swjoist = 54.67 plf. 12 R Iw Ljoist R 369.00 lbs. Joist �= foist' 2 IJoist = Ljoist 2 Mjoist wjoist' 8 Mjolst = 1245.38 ft -lbs. Check Joist size for Southern Pine No 2 or better Cr := 1.15 Cm f„ := 1.0 Moment= Mjoist = 1245.38 ft. -lbs Fb := 1050 psi. Fv := 175 Mjoist' 12 1.5 • RlJoist RIJOiSi - 369.00 lbs Sreq Areq Fb•Cr'Cm fb Fv-Cm-fv Sreq = 12.38 in3 Afeq = 3.16 Select 2 x 10 S4S Sprov := 13.14 in3, OK Aprov == 10.88 Use 2x8 at 24" o/c Check 2x8 ioist for Max. Deflection. �__... Iprov := 47.63 in4 Ew := 1600000 5 12 wjoist '(Ljolst-12)4 Ljoist 12 Ojst Ojst = 0.54 in. < = 0.68 384 -Ew' Iprov 240 Cm fb := 1.0 psi. int W, OK in, O.K. John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 Addendum to permit calculations for: 4404 SW 139th Court \� Additional Framing Details Required Miami FL 33175 U Tel. 305-554-9170 �(�� September 26, 2010 Rev. 10-8-13 add wood stud calculations Pao G uF ` C1. Check New Replacement 2 - 2x10 wood Roof Header Spanning 6.0 ft max. between new double studs at Bedroom #1 wr grav = 41.00 psf • Wbm := 10.0 plf. Lhdr := 6.0 ft. Lcant := 0.0 ft. trib := 10.5 ft Whdr := Wr_grav'trib + Wbm Lhdr RI:= Whdr' 2 Lhdr 2 Mhdr := Whdr• 8 Whdr = 440.50 pif. RI = 1321.50 lbs. Mhdr = 198225 ft -lbs. <— controls 2 Mcant = Whdr L 2 t Mcant = 0.00 ft -lbs. Determine Header beam size for Southern Pine No 2 or better Cm n, := 1.0 Cm_fi, := 1.0 Mhdr = 1982.25 ft. -lbs Fb = 1050 psi. F,:= 175 psi. Ew := 1.6.106 Mhdr*12 1.5-R R, = 1321.50 lbs. Sreq := Areq Fb'Cm fb Fv'Cm fv Select 2 - 3 x 10 S4S; Sreq = 22.65 in3 Areq = 11.33 int for minimum section. Sprov := 2.21.39 Sprov = 42.78 in3, OK Check Header Beam Section for Max. Deflection, 9�_ Max. Deflection due to Whdr = 440.50 plf. Iprov := 2.98.93 Iprov = 197.86 in4 5 Whdr. iL 124 Aprov := 2.13.88 Aprov = 27.76 W, OK Ecm := 1.0 moisture reduction factor 12 hdr Lhdr' 12 Ohdr := 384 •E E I Ahdr = 0.04 in. < 360 = 0.20 w' cm' Prov Therefore, a 2 -2 x 10 S4S header beam may be used. in. psi. John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 4404 SW 139th Court (A\� Addendum to permit calculations for: Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 1 September 26, 2010 Rev. 10-8-13 add wood stud calculations C21 Check 2 2x4 S. Pine #2 wood stud iamb column at mid height to adjacent stud to support new 6'-0 max span Header at Bedroom #1 Determine Column Stability Factor, CP Fc -par := 1600 psi CD := 1.0 L:= 7.5 ft. max d:= 3.5 in. Leff := (L) • 1.2 Leff = 9.00 ft. KcE := 0.3 E,:= 1.6.106 psi c:= 0.8 for sawn lumber K FcE := cE' Ew2 FcE = 504.12 psi Leff .12 d )-2 FcE FcE FcE 1 1 C + + Fc -par _ Fc_par _ Fc, C = 0.29 CP 2•c 2•c c p Determine Actual and Allowable Axial Compressive Stresses Axini Compression in column' whdr:= wr_gmv•trib + wpm whdr = 440.50 Fa_par = Rhdr Fa -par = 1541.75 lbs R fc := I fc = 125.86 psi Acol (Of . Rhdr �= 2 6.0 + .5/J1 •whdr Acol:= 3.5•(1.5)•2 Rhdr = 1541.75 Acol = 10.50 int Fc allow Fc_par'Cp Fc allow = 465.85 psi > fc = 125.86 psi Determine Actual and Allowable Bending Stresses Bending Stress in stud column: s:= 42.0 in wwan 11:= 5.0 psf wstud wwall ll' swstud = 17.50 lbs/sf L = 7.50 12 2 2 Mstud wstud' 8 Mstud = 123.05 ft -lbs Scol := 2 3.5 1.5 Scol = 6.13 in3 f Mstud'1Z f 241.07 psi F 1500 psi > f 241.07 psi OK b �= b = b_allow •= b = Scol Check Axial/Bending stress interaction fc + fb = 0.43 < 1.0, OK Fc allow Fb allow Check Bearing of 2 - 2x10 header on 2 2x4 stud column Fc -perp := 565 psi Acol = 10.50 in2 F"erp'Acol = 5932.50 lbs > Rhdr = 1541.75 lbs on column, OK John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 V✓ Addendum to permit calculations for: 4404 SW 139th Court �� Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 September 26, 2010 Rev. 10-8-13 add wood stud calculations n&4L Or a D. Check Existing 3.5" x 11.5" concrete floor joist Spanning 15.0 ft max. over garage between existing exterior walls at Bedroom #1 to support roof load. Concrete Joists are spaced at 24" o/c wr grav = 41.00 psf. wjoist 42.0 plf. trib := 10.5 ft wjoist :_ 11+40 1.2.0+ wjoist wjoist = 0.14 klf 1000 1000 1.4.11 + 1.7.40 1.4-wjoist °VuJoist 1000 ).2.0+- 1000 wuJoist = 0.17 klf 11 +30 (3.625 + .9167 + 6.0) POW := 1000 'trib• Pow= 2.27 kips a:= 3.625 ft 2 1.4.11 + 1.7.30 (3.625 + .9167 + 6.0) PuJoist= 1000 trib• Pu,joist= 3.67 kips 2 Clear span and size: Lc := 15.0 ft. b:= 3.5 in. t:= 11.5 in. }}L Determine Ult. Shear: VuJoist:= (wuJoist)- 2 + PuJoist VuJoist = 4.93 kips. L2 Determine Ult. Moment: MuJoist t) (wuJois- 8 + PuJoist'a MuJoist = 18.02 ft -kips Check existing Shear stirrups (assume none) and LonWitudinal rebar (assume 2 #4 bars bottom): fc := 3000 psi fy := 60000 psi For Shear: := 0.85 d:= t - 1.5 d = 10.00 in. , 4)ve := 2 fo•b•d 4)Vo = 3.26 kips �V a = 1.63 kips 1000 2 4Vc 2 = 1.63 kips, < VuJoist = 4.93 kips., NG therefore Flitch channel required to strengthen beam For Bottom Bending Moment: 0:= 0.9 Mu, joist = 18.02 ft-kips/ft b•d•fc - (b -d fc)2 - 2•b•f,• M uJoist 12000 � = fy th As = 0.461 W., As_prov 0.20.2 As_prov = 0.40 W. NG. Therefore add steel flitch Channel for required shear and moment capacity Determine Service Shear: Vjolst (w)oast + .015)• 2c + Pjoist Vjoist = 3.46 kips. L2 Determine Service Moment: Mjoist (wjoist + .015) 8 + Pjoist a M;oast = 12.70 ft -kips John H. Buscher, , P.E. Consulting Engineer Structural PE#41844 4404 SW 139th Court Miami FL 33175 Tel. 305-554-9170 Goldstein Residence 10650 NE 10th Court Miami Shores, FL Addendum to permit calculations for: Additional Framing Details Required September 26, 2010 Rev. 10-8-13 add wood stud 0 r- E. Consider adding Channel C 6x13 to side of existing joist, consider steel channel to carry full load Sprov := 5.8 Sprov = 5,80 in.3 for 1 channel 1prov:= 17.4 Iprov = 17.40 in.3 for 1 channel Service gravity loading, Fy:= 36 ksi Fb := 0.66•Fy Fb = 23.76 ksi. Sreq:= Mjoist' F2 Sreq = 6.41 in.3 >= Sprov = 5.80 in.3, O.K. b Check relative stiffnesses of New Channel and existing ioist: Es .= 30.106 psi Ec := 57000 fc Ec = 3.12 x 106 psi. 3 Is Iprov in.4 Icr :_ .5 b 2 Icr = 221.79 in.4 Es -Is Ks := Ks = 0.43 : portion of total shear or moment carried by steel channel Es•Is + Ec'Icr Total Shear: Vu -max:= VU -101st VU -Max = 4.93 Shear carried by concrete: Vu-conc:= (1.0 - Ks)'Vu_max Vu_conc = 2.81 Max. allowable shear carried by concrete: 4)Vc = 3.26 kips. > Vu_conc = 2.81 For Bending kips. kips. kips, O.K. Moment carried by concrete: Mu_conc:= (1.0 - Ks)•Mujoist Mu_conc =10.27 Max. allowable moment carried by concrete: Mu -allow:= 15 ft -kips > Mu_conc = 10.27 b) Check Steel Channel Section for Max. Deflection, 0,.. Es := 30x 103 ksi wjoist = 0.14 Max. Deflection at Mid -Span due to 5 2 wj(Lc •1214 1 1 (a•12) kips. kips, O.K. kips/ft ALL= Ks' + Pjoist' •[3•(Lc •12)2 - 4•(a'12)2] OLc = 0.44 in.< 384•Es'lprov 24'Es'IProv LC -12 = 0.50 in., O.K. 360 C) Check Boltinq of Channel to existing beam at each end consider 3 - 3/4" diam thru-bolts in double shear Vjoist = 3.46 kips each end V Vow V 1.73 kips/bolt, s/bolt, sin le shear, use 2 -1/2" diam. A 307 thru bolts boil:= 2 bolt = p g at 4" vertical spacing at each end. Vboit avow:= 2.8 kips/bolt single shear, OK Also, fasten channel to beam with (2) - 3/8" A307 thrubolts at 4" vertical spacing and 14" horiz. spacing max along channel John H. Buscher, , P.E. Consulting Engineer Structural PE#41844 4404 SW 139th Court Miami FL 33175 Tel. 305-554-9170 Goldstein Residence 10650 NE 10th Court Miami Shores, FL Addendum to permit calculations for: Additional Framing Details Required September 26, 2010 Rev. 10-8-13 add wood stud calculations - F1. Check New Replacement 4 - 2x10 wood Floor Header Spanning 9.67 ft max. over garage between existing exterior wall and existing interior steel column at Bedroom #2 and #3 to support roof load, 2nd floor joists over garage due not bear on this beam. Wr_grav = 41.00 psf. Wbm := 10.0 pif. Lhdr := 9.67 ft. Lcant := 0.0 ft- trib := 13.5 ft wfloor_hdr wr_grav-trib + 55.1.33 + Wbm Wfloor hdr = 636.65 plf. Lhdr RI Whdr' 2 Lhdr 2 Mhdr Wfloor hdr' 8 RI = 2129.82 Ibs. Mhdr = 7441.56 ft -lbs. <— controls Determine Header beam size for Southern Pine No 2 or better Cm fb := 1.0 Cm f„ := 1.0 Mhdr = 7441.56 ft -1h.s Fb :- 1050 psi. F,:- 175 psi E,v := 1.6.106 M. ..17 RI = 2129.82 lbs. Sreq M Fb' Cm fb' 1.15 Select 4- 2 x 10 S4S; Sreq = 73.95 in3 for minimum section. Sprov 4.21.39 Sprov = 85.56 in3, OK Check Header Beam Section for Max. Deflection, 4„X_ Max. Deflection due to Whdr = 440.50 plf. Iprov:= 4.98.93 Iprov = 395.72 in4 A. WhdrrL •124 1.5 -RI Areq Fv-Cm_fv Areq = 18.26 int Aprov 4.13.88 Aprov = 55.52 int, OK Ecm := 1.0 moisture reduction factor hdr Lhdr' 12 Ohdr 12 Ohdr = 0.14 in. < = 0.32 384 - Ew • Ecm' I prov 360 Therefore, a 4 -2 x 10 S4S header beam may be used. in. John H. Buscher, , P.E. Goldstein Residence Consulting Engineer 10650 NE 10th Court Miami Shores, FL Structural PE#41844 Addendum to permit calculations for: 4404 SW 139th Court (61 .4 Additional Framing Details Required Miami FL 33175 Tel. 305-554-9170 �O September 26, 2010 Rev. 10-8-13 add wood stud calculations /fA G B_ I I o 1 13 V —a F21 Check 1- 2x4 S. Pine #2 wood stud iamb cripple column at mid height to support new 3'-0 max span Door Header in stud wall between Bedroom #2 and #3 Determine Column Stability Factor, Cp Fcjar := 1600 psi CD := 1.0 L:= 7.0 ft. max d:= 3.5 in. Leff :_ (L)•1.2 Leff = 8.40 ft. KcE := 0.3 Ew := 1.6. 106 psi c:= 0.8 for sawn lumber FCE:= KcE Ew 2 FCE = 578.70 psi r Leff•121 j` d )I FcE FCE )-2 FCE 1+ 1+ C Fcjar _ Fc_par _ Fciar C = 0.33 P 2•C 2•C c p Determine Actual and Allowable Axial Compressive Stresses Axial Compression in column: trib = 13.50 ft roof trib wrf hdr wr grav•trib + wbm wrf hdr = 563.50 plf Fa -par Rhdr Fa_par = 1127.00 lbs fc := Rhdr fc = 214.67 psi Acol 3,0 Rhdr I 2 + •5�'wrf_hdr Rhdr = 1127.00 lbs Acol 3.5.1.5 ) Acol = 5.25 in2 Fc—allow Fc_par-Cp Fc allow = 526.95 psi > fc = 214.67 psi Determine Actual and Allowable Bending Stresses Bending Stress in stud column: s:= 18.0 in wwall II := 5.0 psf wstud wwau_II.12 wstud = 7.50 lbs/sf L = 7.00 2 2 3 Mstud wstud' 8 ...Md = 45.94 ft -lbs SCoI .- .5 6 1.5 Scol = 3.06 in3 fb := b = b_allow�= b = Mstud-12 f 180.00 psi F 1500 psi > f 180.00 psi OK SCoI Check Axial/Bending stress interaction f C + f b = 0.53 Fc allow Fb allow Check Bearing of 2 - 2x6 door header on 1-2x4 stud criDDle column Fc_perp := 565 psi Acol = 5.25 in2 Fc_perp'Acol = 2966.25 lbs > Rhdr = 1127.00 lbs on column, OK John H. Buscher, , P.E. Consulting Engineer Structural PE#41844 4404 SW 139th Court Miami FL 33175 Tel. 305-554-9170 < 1.0, OK Goldstein Residence 10650 NE 10th Court Miami Shores, FL V" Addendum to permit calculations for: ��'"• �`�� Additional Framing Details Required ®0 September 26, 2010 Rev. 10-8-13 add wood stud calculations 0641 i G.V- F3) Check 1- 2x4 S. Pine #2 tvpical wall stud at 16" o/c at rriid heiaht to adiacent stud to support 2-2x4 top plate in stud wall between Bedroom #2 and #3 Determine Column Stability Factor, Cp Fc -par := 1600 psi Co := 1.0 L:= 8.5 ft. max d:= 3.5 in. Leff := (L)•1.2 Leff= 10.20 ft. VICE := 0.3 Ew := 1.6.106 psi C:= 0.8 for sawn lumber KcE' Ew FcE:= 2 Leff•12 d FcE = 392.48 psi 1 + FcE 1 1 )-2 + FcE FCE C Fc -par j _ Fc -par _ Fc -par C = 0.23 P 2•C I 2•c C p Determine Actual and Allowable Axial Compressive Stresses Axial Compression in stud column- s:= 16.0 in trib = 13.50 ft roof trip Pstud := wr grav•trib• 12 Pstud = 738.00 lbs Fa -par Pstud Fa -par = 738.00 lbs Acol := 3.5.1.5 Acol = 5.25 in2 P fc :=stud fc = 140.57 psi Fc_allow:= Fc_par'Cp Fc_allow = 370.19 psi > fc = 140.57 psi, OK Acol Determine Actual and Allowable Bending Stresses Bending Stress in stud column: s:= 16.0 in wwall II := 5.0 psf wstud := wwall_[I' 12 wstud = 6.67 lbs/sf L = 8.50 2 2 Mstud := wstud' 8 Mstud = 60.21 ft -lbs Scol := 3.5 1.5 Scol = 3.06 in3 f Mstud' 12 f 235.92 psi F 1500 psi > f 235.92 psi OK b = b = b allow := b = Scot Check Axial/Bending stress interaction fc + fb = 0.54 Fc allow Fb_allow Check Bearinq of 2 - 2x4 top plate on 1-2x4 stud Fc_perp := 565 psi Acol = 5.25 in2 Fc-perp-Acol = 2966.25 lbs > Pstud = 738.00 lbs on column, OK John H. Buscher, , P.E. Consulting Engineer Structural PE#41844 4404 SW 139th Court Miami FL 33175 Tel. 305-554-9170 < 1.0, OK Goldstein Residence 10650 NE 10th Court Miami Shores, Fl- Addendum L Addendum to permit calculations for: Additional Framing Details Required September 26, 2010 Rev. 10-8-13 add wood stud calculations %S Df- i i2 -c,13 - �5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (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 retained by eTML vt to perform special inspector services under the Florida Building Code at the /C ✓i► ' C project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: • SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) o SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404A.3.1) 0 SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) � SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The f flowing indiv'dual(s) employed by this firm or me are authorized representatives to perform inspection 1. �J' W I rJ 12056 EI 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or- licensure rlicensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect JOHN H. SUVCHER, P.E. Name_ Consultine Engineer (PW PC # 4104:1 (Srruct9uraQ �j Address 4404 Sly 13th Court Miami, , / ATE: 1' Phone No. Tel. (305) 554-9170 Created on 6/10/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 9129113 i Permit No: Structural Critique Sheet Page 1 of 1 Pt4­i"1.5 4 DC -(.A-1 'L-5 341 ,4 9E ` )4'rf 6WS' c �ry E D et-%vrD E -SP-' (NIL r cj,bN F-D"s rriw-1 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 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-211507 Permit Number: RC -3-13-605 Scheduled Inspection Date: April 30, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address:10650 NE 10 Court Miami Shores, FL 33138 - Project: <NONE> Contractor: GG BUILDING CORP Building Department Comments Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1122320280930 WATERAGE INTERIOR REMODEL WINDOWS, INSPECTOR COMMENTS False KITCHEN AND 3 1/2 BATHS. Phone: (305)793-0592 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-211471. CREATED AS a. REINSPECTION FOR INSP-209742. CREATED AS REINSPECTION FOR INSP-209057. CREATED AS REINSPECTION FOR INSP-208971. Glass enclosures missing seals. Must have pool fence, net or doors alams.Gates Failed ❑ must be self closing/locking for Missing window final child safety Gates must be self closing and locking Correction ❑ Fence higher than 5'. Gates must be self closing and locking Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 29, 2014 For Inspections please call: (305)762-4949 Page 21 of 28 Detail by Entity Name Home Contact No Events No Name History Return to Search Results E -Filing by Entity Nam PROPERTY HOLDINGS, LLC ment Number L11000067825 IN Number 371646117 Filed 06/09/2011 or Country FL s ACTIVE 203 ASTURIA AVE :ORAL GABLES, FL 33134 ,hanged: 04/28/2012 203 ASTURIA AVE :ORAL GABLES, FL 33134 :hanged: 04/28/2012 AOLDSTEIN, GREG 255 LISBON ST :ORAL GABLES, FL 33134 Lddress Changed: 06/14/2012 lame & Address itle MGRM 'OLDSTEIN, GREG 421 COLUMBUS BLVD. :ORAL GABLES, FL 33134 Report Year Filed Date 2012 04/28/2012 Document Searches Page 1 of 3 Forms Help Entity Name Search http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 3/27/2013 MAR 2 7 an or� CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self -performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 1. PERMIT # C 5 �S 0 ADDRESS: I CT FOLIO NUMiER: f / aQ 16a*8 0730FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): tS7V--- VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 41 OWNERS PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE:3"IJ DATE: MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera - Property Appraiser Folio 11-2232-028-0930 Property Address 10650 NE 10 CT Owner Name(s) GG PROPERTY HOLDING LLC MaMng'Address 10650 NE 10 CT MIAMI SHORES FL 33138 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 2 Living Units 1 Adj. Sq. Footage 2,725 Lot Size 12,000 SQ FT Year Built 1949 Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 3 BLK 6 LOT SIZE 80.000 X 150 OR 21128-1627 03 2003 1 COC 25172-1113 10 2006 1 OR 28480-2414 0213 12 Current Previous Year 2012 2011 Land Value $96,398 $120,921 Building Value $302,134 $302,134 Market Value $398,532 $423,055 Assessed Value $398,532 $423,055 .\`. Current Previous Year 2012 2011 Homestead $0 $0 2nd Homestead $0 $0 Senior ' $0 $0 Veteran Disability $0 22789-0202 Civilian Disability $0 $0 Widow(er) $0 $0 A Aerial Photography 2012 N Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $0 / $398,532 $0 / $423,055 School Board $0 / $398,532 $0 / $423,055 City $0 / $398,532 $0 / $423,055 Regional $0 / $398,532 $0 / $423,055 Date K 9 Amount Recording Qualification Code Book -Page 2/2013 $215,199 28480-2414 Deeds to or from financial institutions 1/2010 $0 27227-4154 Deeds to or from financial institutions 1/2010 $305,000 27168-1309 Deeds to or from financial institutions 10/2006 $750,000 25172-1113 Sales which are qualified 2/2005 $0 25172-1112 Sales which are disqualified as a result of examination of the deed 10/2004 $500,000 22789-0202 Sales which are qualified 3/2003 $325,000 21128-1627 Sales which are qualified NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TME OFNIST UWWM PERMIT NO TAX FOLIO NO-ILI STATE OF FLORIDA. COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that hiproverivats will be made to certain real property; and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement 0 2. Description of 3. Owner(s) name and address: lrftrW in property: Name and address of fee Simple titleholder. 4. 925,9cloes !lane, address an ,,d phoneni IINIIIIIIIlillig CFN 2013RO375067 OR Bk 28626 Ps 1524; (fps) RECORDED 05/13/2013 13:14:21 HARVEY RUVINt CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE of recording office S. §Prety., (Payment bond required by own from 7!50m, If any) Name, address and phone number. Amount bond 6. Lehd6r`s name and address: 7. Penio4 within the Staieo'f Florida designated by Owner upon whom notices or other documents may be served* as Provided by Section 71*3.13(1)(4)7., Florida Statutes, 9 runnier n eAel Name, address and one 5al M A los, I 1'%0x;jVjrr9WV= Le 8.inidif6b�**tohkt*6ff,b�designates mersntliefollovvingipe ns ce as - 713.13(10, Florida Statutes, MESIC A.D. Name; address and phone . number- WJTN!lsls d and O&W sew. 9 Expiratori dide of this' Notice of Commeincement, (ft ex *00n date Is 1 YM from tt�e of mcoov w*w a, dWerad date is sped" WARNING TO OWNER: ANY, PAYMENTS MADE BY THE OWNER AFTER THE EXP!RAPQN.OF THE NOTICE QF QQMMENCEMENTA .RECONSIDERED IMPROPER- PAYMENTS SUNDER CHAPTER 713; PART 1, SECTION 713.13. FLORIDA STATUTES, /WD C LT IN YOUR PAYING TWICE FOR IMPROVEMEWS,TO YOUIR-PROPFRTY. A NOTICE OF COMMENCEMENT MUST, BE RECORDED AND PASTED ON THE joBtrrt lbuom THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Prepared By or Prepared By Print Name Tille/Office. iloremethis _A3'day. of StateofFlorida I that the facts stated in It are true, to the best of my WioWledje and S Owneqs) ,pGvAWs)'s AjA.h d Ot6%er1%ectoNP BY ,"aPAW s 3MO who signed above: a Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. Owner GG PROPERTY HOLDING LLC Subdivision/Project Construction Type RC -3-13-605 Contractor GG BUILDING CORP NONE Date Issued 5/21/2014 Occupancy V -B Load R-3 Occupancy Square Footage 50 Type SINGLE FAMILY HOME w Description of INTERIOR REMODEL Applicable 2010 FLORIDA BUILDING Work Code Location Flood Zone X 10650 NE 10 CT Miami Shores FL 33138 F.F.E 8.41 Building Officials Approval Ismael Na—r—a-nTo7i= Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-212427 Permit Number: RC -3-13-605 Inspection Date: May 14, 2014 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: , Work Classification: Alteration Job Address: 10650 NE 10 Court Miami Shores, FL 33138 - Project: <NONE> Phone Number Parcel Number 1122320280930 Contractor: GG BUILDING CORP Phone: (305)793-0592 Building Department Comments WATER DAMAGE INTERIOR REMODEL WINDOWS, Infractio Passed Comments INSPECTOR COMMENTS False KITCHEN AND 3 1/2 BATHS. Inspector Comments Passed a Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 14, 2014 Page 1 of 1 TRU®LIN® RECF- -� r TEI,CHNOLOG IES MAY 14 2014 Page 1 of 2 in order 60381 File number: 7951140061 ---- Client: SUNBELT TITLE Lender: GIBRALTAR PRIVATE BANK & TRUST COMPANY Buyer: STEPHEN ZAWADZKAS AND CARRIE ZAWADZKAS Seller: GG PROPERTY HOLDINGS, LLC Completed: 4/16/2014 Surveyed: 4/16/2014 COMMUNITY NUMBER: 12086C PANEL: 0306 SUFFIX: L INDEX DATE: F.I.R.M DATE: 09/11/2009 ZONE: X Premises: 10650 NORTHEAST 10 COURT , MIAMI SHORES, FLORIDA 33138 MIAMI-DADE Description of encroachments, violations or other points of interest at the time of the inspection: NONE VISIBLE CERTIFIED TO: SUNBELT TITLE AGENCY, GIBRALTAR PRIVATE BANK & TRUST COMPANY, STEPHEN ZAWADZKAS AND CARRIE ZAWADZKAS, TITLE RESOURCES GUARANTY COMPANY LEGAL DESCRIPTION: LOT 3, BLOCK 6 MIAMI SHORES ESTATES ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. THE FLORIDA LICENSED LAND SURVEYOR WHOSE SEAL APPEARS ON THE FACE OF THE SURVEY CERTIFIES THAT THE SKETCH CONTAINED HEREIN IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER THEIR DIRECTION AND THAT SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE. FURTHER THE DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO CHAPTER 5J-17.062 (3) OF THE FLORIDA ADMINISTRATIVE CODE. TRUELINE TECHNOLOGIES LLC: THE FOLLOWING PRODUCT HAS BEEN COMPLETED BY THE STATE LICENSED LAND SURVEYING FIRM AS INDICATED ON THE FOLLOWING PAGE. TRUELINE TECHNOLOGIES LLC PROVIDES THE DIGITAL TRANSMISSION AND ARCHIVING OF THE PRODUCT, AND IS NOT INVOLVED IN ANY FACET OF THE TECHNICAL FIELD WORK PERFORMED AND MAKES NO WARRANTIES AS TO THE ACCURACY OF SUCH WORK. ALL TRANSMISSIONS OF THE PRODUCT ARE VIA A SECURE'SHA-1' SECURE HASH MESSAGE DIGEST AUTHENTICATION CODE WITHIN ITS SIGNATURE FILE. A MANUALLY SIGNED AND SEALED LOG OF THIS SURVEY'S SIGNATURE FILE IS KEPT ON FILE AT THE PERFORMING SURVEYORS OFFICE. PRINTING PROCEDURES: BECAUSE THIS FILE HAS BEEN SENT ELECTRONICALLY, IT IS IMPERATIVE THAT THE PRINT SETTINGS BE CORRECT IN ORDER TO DEPICT AN ACCURATE REPRESENTATION OF THIS DOCUMENT ON PAPER INSTRUCTIONS: WHILE VIEWING THE PRODUCT IN ADOBE READER, SELECT PRINT UNDER THE FILE TAB. SELECT COLOR PRINTER UNDER PRINT RANGE - SELECT ALL. UNDER PAGE HANDLING, SELECT NONE FOR PAGE SCALING AND UNCHECK AUTO ROTATE AND CENTER CHOOSE PAPER SOURCE BY PDF SIZE. CLICK PRINT. Ireland & Associates Surveying, Inc. Boundary 1301 S. International Parkway Suite 2001 Survey Lake Mary, Florida 32746 Office -407.678.3366 Fax -407.320.8165 Lot 2 Block 6 150.00'(P) 149.75'(M) Fnd. W Rebar (No Identification) � V 5' Wood Fence PP _ l4' Chain Link Fence Fnd.'W Reber (No Identification) 150.00'(P) 150.14'(M) Lot 4 , Fnd.''/z" Rebar (No Identification) 33.2' C.B. Wan Miami Shores Village APPROVED BY DATE DEPT BLDG DEPT conterfre -7/ZONING _Pool ore _ 0l� - Concrete manumem P.O.B. - Point of BegpmUeg 12 Cone. - Comae P.O.L. - Polo on Wre >Sub)W to wry Easements and/or Restddlons of Record. DE - D negemi '' E�ertrent PP Power Pole PRM - Permeumt Retmmroe >Bearing Basis sham hereon. is Assumed and Based upon the Una demoted with "BB' o Monu^� PT - Polo of Tengeruoy >BuMng Ties are into be used to reconstruct Property U nes. 9 � m rn LL >Fence Ownership Is U2T determined. Lot 3 - Finished Floor Sevedon ti > rot W Ut@tles and/or Footers have NOT been located UNLESS Block 6 Iron C . M U) a� >Septic Tanto ertd/or DretrdieW locetbns are approximate and MUST be verl9ed by t O_ Utitily Loeatlon Companies. Pool 3' f N o >Use of This Survey for Purposes otlter than Intended, Without Witten Vedflcation. P •� aD Will be at the Usees Sole I21sk and Without Liability to the Surveyor. Nothing hereon shag be Construed to Give ANY Rights or Benefits ro Anyone other than those Certified. P9. to (Central Ar9ie) �o- Wood Fence -X• Ctudn Link Fence >Thls Survey is NOT Fug and Complete without the attached Survey Report - Page 1 of 2 b zz 3 0°j CB Wall with /Chain Link Fence Fnd.'W Reber (No Identification) 150.00'(P) 150.14'(M) Lot 4 , Fnd.''/z" Rebar (No Identification) 33.2' C.B. Wan Miami Shores Village APPROVED BY DATE DEPT BLDG DEPT conterfre -7/ZONING SUBJFCT TO COMPLIANCE WITH ALL FEDERAL STATE ANI) C;('! `^ ;Y nil I FS ANS RFCtII A1inNS Flood Zone: X Panel: 0306L Community Number: 12086C Date: 09/11/2009 Legal Description: Lot 3, Block 6, Miami thereof as recorded In Plat Book 47, Page -Legend - Fnd.'W Rebar (No Identificadon) Estates, according to the Plat Public Records of Dade Countv, Florida. C - Calculated PC - Point of O vature >Survey Is Based upon the Legal Description Supplied by Cgem. C CB conterfre P1 - pap of tt n >Abuabo Properties Deeds have NOT been Researched for Gaps. Overlaps, and/or tus. aw - Concrete manumem P.O.B. - Point of BegpmUeg Cone. - Comae P.O.L. - Polo on Wre >Sub)W to wry Easements and/or Restddlons of Record. DE - D negemi '' E�ertrent PP Power Pole PRM - Permeumt Retmmroe >Bearing Basis sham hereon. is Assumed and Based upon the Una demoted with "BB' Ewa - Eesmnem FEMA Fed Monu^� PT - Polo of Tengeruoy >BuMng Ties are into be used to reconstruct Property U nes. go.t R - Radius >Fence Ownership Is U2T determined. FFE IPa - Finished Floor Sevedon Rho. - Rami ��� > rot W Ut@tles and/or Footers have NOT been located UNLESS Iron - RmR . M Measured Set �� >Septic Tanto ertd/or DretrdieW locetbns are approximate and MUST be verl9ed by . �8 Rebareppropmiete Utitily Loeatlon Companies. N.R. ORB - Non-Radat - Otfloiel Records Book Typ. T cel UE - U Easmnerd >Use of This Survey for Purposes otlter than Intended, Without Witten Vedflcation. P - Plat A - Wates Ceffir � Delta Will be at the Usees Sole I21sk and Without Liability to the Surveyor. Nothing hereon shag be Construed to Give ANY Rights or Benefits ro Anyone other than those Certified. P9. Plat Book (Central Ar9ie) �o- Wood Fence -X• Ctudn Link Fence >Thls Survey is NOT Fug and Complete without the attached Survey Report - Page 1 of 2 Page 2 of 2 P.C. located on Lot 1, Block 6 Cor Not Fnd. a to 14' p. O O oro a 0 O CD co 14' 4YI /�)?014 E S Graphic Scale 15' 36' 60' Scale: 1"=30' Field Date: 04/16/14 Correct to the Best of my Knowledge and Beget oder my lXrecUon on the Date Shown. Based on b Me tis Noted end Conforms to the Mkdmun Pursuant to Section M. sus-jn` Date Signed: 04-16.14 This Survey is Intend or the use of Said Certlfled Patties. This Sdfvey NOT VALID UNLESS Signed ofd Etnt=M w1h Surveyor's Seal Ffie No. IS -15622 CARD Fee: WeatortcllreiendAssacieteaNtiamt Shores Estatesd3.15822.101' r 0 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION EoFi �'uir�ltiti _ n.tJ9,.'`. Al. Building Owner's Name DEUTSCHE BANK NATIONAL TRUST COMP TRS r r p3 t * iG mo-, ` < A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Ei ( 10850 NE 10TH COURT µ City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 6 OF MIAMI SHORES ESTATES, PB 47, PG 58, DCR, FOLIO#l1-2232-028.0930 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°52'24.1" Long. 80°10'37.8" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A8. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1831+- sq It a) Square footage of attached garage 240+- sq ft b) No. of permanent flood openings in the crawispace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 1•Q within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 1_257 sq in c) Total net area of flood openings in A9.b 2 sq in d) Engineered flood openings? ❑ Yes IN No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number B2. County Name B3. State MIAMI SHORES 120652 1 DADE I FLORIDA B4. Map/Panel Number B5. Suffix B8. FIRM Index 87. FIRM Panel B8. Flood 89. Base Flood Elevations) (Zone 12086CO306 L Date Effective/Revised Date Zone(s) AO, use base flood depth) ❑ feet ❑ meters (Puerto Rico only) 9/11/11 9/11/11 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Rem B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 1311. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® NO Designation Date NIA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DCBM#j3-52-RVertical Datum NGV01929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawlepace, or enclosure floor) A.41 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor J2.01 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) IV10. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 8.41 ® feet ❑ meters (Puerto Rico oniy) e) Lowest elevation of machinery or equipment servicing the building A-41 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) $.99 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (flnished) grade next to building (HAG) 11.4], ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.00 ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. ® Check here If comments are provided on back of farm. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifler's Name ROBERT L. THOMPSON License Number 3889 Title PROFESSIONAL LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BLVD City POMPANO BEACH State FL ZIP Code 33080 FEMA Form 81-31, Mar 09 Dati See reverse side for continuation. g 6(. g-- Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. ,f'finfntrWraflkxEortiian Ube Building Street Address (including Apt., Unit, Sulte, and/or Bldg. No.) or P.O. Route and Box No. 5,1 10650 NE 10TH COURT City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both skies of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NO 12-3513 A5: Let and Long was obtained using a hand held GPS unit C2E: A/C pad. ❑ Check here N attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here H attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete ti and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used In Items G8 and G9, G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (indicate the source and data of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G8. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: WA. ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: NIA. ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation N/ ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31, Mar 09 Replaces all previous editions f Building Street Address (including 10650 NE 10TH COURT Building Photographs See Instructions for Item A6. Suite, and/or Bldg. No.) or P.O. Route and Box No. City MIAMI SHORES State FL ZIP Code 33138 For Insurance Company Use, Polio Number Corrlpat�y�,NAIC Number; . If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW 11/15/12 INSULATION CERTIFICATE z County Subdivision Lot Number Description of Installation 1. ROOF Material Thickness (inches) 2. NG Batt Blanket Type Brand Name 42 ickne'a (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Contractor's min installed weight/ Ib. Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) 3. EXTERIOR WALL Frame Type A. Cavity Insulation.—.FaL Material Thickness (inches) B. Exterior Foam Sheathing Material Thickness (inches) Brand Name Thermal Resistance (R-Value)_o Brand Name Thermal Resistance (R -Value) 4. RAISED FLOOR Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR/PERIMETER / r /A Material Thickness (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) IC -1 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Stannwherr esidential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Complianppiicable477 Item #s Signature Date Insta ing Subcontractor (Co. Name) OR General Contractor (Co. Name) or Owner Item #s Signature Date Item #s Signature Date 09/16/2011 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) or Owner Mission: Rick Scott To protect, promote & improve the health. Governor, of all people in Florida through Integrated state, county 8 community efforts. tl"��u !'. ('.' "' John H. Armstrong, MD, FACS ® State -Surgeon General & SO?etary' ` a Vision: To be the Heafthi: the Nation October 17, 2013 Greg Goldstin IELD 1255 Lisbon Street Miami, FL 33175 PY RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1122297 Centrax Permit Number: 13 -SC -149859 10650 NE 10 Court Miami, FL 33138 Lot:3 Block:6 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 10/04/2013 for the use df the existing onsite sewage treatment and disposal system located on the above referenced property. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes: 1. the proposed remodeling addition or modification is not adding a bedroom; and 2. it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. 3. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. :S:nq y, Astrid Edwards EiRoneeE Supervisor III Depair+nt of Health in Dade County •• • • • • Florida Department of Health • • • • • • • • • • • www.FloridasHealth.com in Dade County • • Florida • : : : TWITTER:HealthyFLA PHONE: (305) 623-3500 • • • • • • • • ' • • • • • • • • • • • .. FACEBOOK:FLDepartmentofHealth • • • 0 . • • • • • YOUTUBE: fldoh MAY 14 014 Date Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores, Florida 33138 Re: Permit # _ Folio # I- 22 2- Attn:Building Department, 1 eAN having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. i also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have and questions or need any additional information please do not hesitate to contact me. Sin6110 Architect State Of Florida # AK - 6 1 6 75 L JOHN H. BUSCHER, P.E. STRUCTURAL • Cwn. CoNsmucnoN MANAGemma November 1, 2013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores. FL 33138 Re: Property at 10650 NE 101h Court Miami Shores FL: Interior Alterations; Modifications and Repair of Interior Structural Wood Framing Elements Permit # 13-605 Building Official. Per the request of GG Property Holdings, on 11/14/2013 I made a site visit to the above referenced property in order to inspect the completed modifications and repairs to interior structural wood framing elements, to include repairs to existing roof rafters, floor framing beams and joists, and interior load bearing walls. All inspected interior structural wood framing elements and required Hardware connectors have been installed in substantial accordance with the approved permit plans and are approved for further construction. If you have any comments or questions regarding this letter, please do not hesitate to contact me. Sincerely, �� �! y0inp H. Busc er, P.E. #41844 4404 S.W. 139- CouRT, MIAMI FLORIDA 33175 TEL. 305.554-9170 EMAIL JBUSCHERG BELLSOUTH.NET JOHN H. BUSCHER, P.E. STeucrueAl. a CmL CONSTRUCTION MANAGEMENT November 1.2013 Miami Shores Village Building Department 10050 NE 2" d Avenue Miami Shores, FL 33138 Re: Property at 10650 NE 10th Court Miami Shores FL: Interior Alterations; Installation of Steel Channel at Existing Precast Concrete Floor Joist Permit # 13-605 Building Oficial, Per the request of GG Property Holdings, on 11/14/2013 I made a site visit to the above referenced property in order to inspect the completed steel channel installation. The steel channel and connections have been installed in substantial accordance with the approved permit plans. If you have any comments or questions regarding this letter, please do not hesitate to contact me. Sincerely, ?ohn Buscher, P.E. #41844 4404 S.W. 139TH COURT, MIAMI FLORIDA 33175 TEL. 305.5549170 EMAIL JBUSCHEROBELLSOUTH.NET JOHN H. BUSCHER, P.E. S MUCTURAL • CML CONSTRUCTION MANAGEMENT November 1, 2013 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Re: Property at 10650 NE 101h Court Miami Shores FL: Interior Alterations; Installation of Steel Channel at Existing Precast Concrete Floor Joist Permit # 13-605 Building Official, Per the request of GG Property Holdings, on 11/14/2013 I made a site visit to the above referenced property in order to inspect the completed steel channel installation. The steel channel and connections have been installed in substantial accordance with the approved permit plans. If you have any comments or questions regarding this letter, please do not hesitate to contact me. Sincerely. ohn H. Buscher, P.E. FL PE #41844 4404 S.W. 139T- COURT, MIAMI FLORIDA 33175 TEL. 305554-9170 EMAIL JBUSCHERCOBELLSOUTH.NET 1150 E. ATLANTIC BLVD. Ad ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 L.B. #3635 FAX. (954) 782-1442 SHEET 1 OF 2 TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU -12-3513 13-1948 LEGAL DESCRIPTION: LOT 3, BLOCK 6 OF MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ADDRESS: 10650 NE 10TH COURT MIAMI SHORES, FL 33138 FLOOD ZONE: X BASE FLOOD ELEVATION: NIA CONTROL PANEL NUMBER: 120652-0306-L EFFECTIVE: REVISED: 9/11/2009 LOWEST FLOOR ELEVATION: SEE SURVEY GARAGE FLOOR ELEVATION: SEE SURVEY LOWEST ADJACENT GRADE: SEE SURVEY HIGHEST ADJACENT GRADE: SEE SURVEY REFERENCE BENCH MARK: DCBM#B-52-R ELEV: 4.20'NGVD CERTIFY TO: 1. GG PROPERTY HOLDING LLC 2. 3. 4. 5. 6. 1. THIS CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER. 2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINED. 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR E A l VALID VOTHO o.e. FROM THE DATE OF SURVEYAS SHOWN HEREON. CLF ABBREVIATIONS: A a ARC d, sp • BOULEVARD LEGEND OF I. M. • IRON PIPE CS . CHORO SEARMG P.R.M PERMANENT REFERENCE MONUMENT N G.V.D. • NATIONAL GEODETIC VERTICAL DATUM R • RADIUS oF OR+ -• ELEVATIONS BASED ON NOVO 1929 A.E. • ANCHOR EASEMENT RNV • RK04T OF ARY SO. FT. . SQUARE FEET MAINT. • MAINTENANCE P • POINT OF CURVATURE P C.P. • PERMANENT CONTROL POINT B.C.R. BROVAM COUNTY RECORDS PT. POINT OF TANGENCY P B.C.R. • PALM BEACH COUNTY RECORDS D.C.R. • DADE COUNTY RECORDS WM • WATER METER P PLAT P.B. PLAT BOOK OH • OVERHAND N6D NAL & DISC O.R.B. OFFICIAL RECORDS BOOK N • NORTH P.O.0 POINT OF COMMENCEMENT F.F. • FINISHED FLOOR S v SOUTH P.O.B. • PUNT OF BEGINNING ENCH • ENCROACH E * EAST AIC • AIR CONDITIONER — X _ X — X —X — e CHAIN LINK FENCE W • VEST FNO. FOUND—WOOD FENCE B M • BENCHMARK CHATT • CHATTAHOOCHEE 13 nMETAL . FENCE FM . FIRE HYDRANT F.P.I • FLORIDA POWER 8 LIGHT O O Opo- PVC FENCE oh = OFFSET ELEV. • ELEVATION—It—II—II—II— • CONCRETE FENCE SEC • SECTOM MH • MANHOLE . CONCRETE WALL TAP. • TOWNSHIP ESMT. • EASEMENT - . WIRE FENCE RGE RANGE ELEC, ELECTRIC E A l VALID VOTHO o.e. DEED BODK CLF crww t.ea FENCE WF • N000 FENCE BLVD. • BOULEVARD AD • ASSUMED DATUM I. M. • IRON PIPE I.R.• IRON RDD P.R.M PERMANENT REFERENCE MONUMENT N G.V.D. • NATIONAL GEODETIC VERTICAL DATUM U.E. • UTILITY EASEMENT O.E • DRAINAGE EASEMENT A.E. • ANCHOR EASEMENT GAR • GARAGE CL • CENTERLINE M . MEASURED LP v LIGHT POLE 1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 L.B. #3635 SHEET 2 OFAX. (954) 782-1442 F 2 FOUND 5/8 - IRON ROD NO ID 0/a 0.74'W 0.42'S FENCE 0.4'S 0.VW 6' LOT 4 BLOCK 6 12.51 0.74= FOUND 5/8 - IRON ROD NO ID JUL 0 8 2.63 Iq GOLF COURSE FENCE FENCE FENCE 2.2'W 0.2'40.�2NI 0.2'N 3.2'1.W C70.00� x—x—x—x—x—x—x-0SET PLAT �0 1/2 - RON ROD LIMITS 3635 LITY CONC �� y POLE /STAIRS 4' CHAIN 9� LINK FENCE es/ RAISED 4� 0j y ONC DECK �� gip: �ry \ POO LOT 2 BLOCK 6 POOL QUIP. PAD $OX% a. O Y.-CONC ?• i::i:::•zi::•::::ti:::::`:ti:::: ' .5 : .01 A/C ru. Sis3IDi8tENa.N1Ga1C :::i:::::::•:::i••i::+:ti:•• :::�:::;. R.EAI.ISe:��`D:?::::•:;: :#10650:::::::;.� ��� :co?f = ............. THIS AREA-% V'tE•rD::::•::::i:::ti:•:: .A•' ..::::. ............................... ........ :::: �- 15' LOT 3 . �N9 BLOCK 6 no RONFOUND ROD 8- 0�s yS NO ID 63.05' 80.00' h �'h� ,0• I P.C. SITE BM 22' ASPHALT PAVEMENT �� 15 SET NAIL 50' RIGHT—OF—WAY IN N.E. 10TH COURT %* SET NAL - - 30 0 15 30 In GRAPHIC SCALE 1-=30' .y b- DENOTES ELEVATIONS BASED ON N.G.V.D. M E CERTIFICATION: 1. Unless otherwise noted field measurements are in agreement with record measurement. This is to certify that I have recently surveyed the property described 2. Bearings shown hereon are based on a bearing of N/A in the foregoing title caption and have set or found monuments as 3. The lands shown hereon were not abstracted for ownership, rights of way, easements, indicated on this sketch and that said above ground survey and sketch or other matters of records by Accurate Land Surveyors, Inc. are accurate and correct to the best of my knowledge and belief. I 4. Ownership of fences and walls if any are not determined. further certify that this survey meets Minimum Technical Standards 5. This survey is the property of Accurate Land Surveyors, Inc. and shall not be used or under Rule 5J-17 adopted by the Florida Board of Land Surveyors, reproduced in whole or in part without written authorization. October 1st, 2009. 6. This survey is made for the exclusive use of the certified hereon, to be valid one year _ from the date of survey as shown hereon. E A 7. This survey consists on a map and text report. one is not valid without the other. j NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA j A LICENSED SURVEYOR .,��aN••�.. ,�— 8^D MAPPER. REVISIONS DATE BY /�,6,�'." .�w..r —11 — ROBERT L. THOMPSON (PRESIDENT) ---- UPDATE SURVEY SU -13-1948 07-02-13 AL/MLW PROFESSIONAL SURVEYOR AND MAPPER No.3869 — STATE OF FLORIDA DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOK SCALE 1 "= 30' NUMBER' SU 12-3513 11/15 12 ODI MLW SU 12-3513 vb- 1150 E. ATLANnC BLVD. Aj ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FAX. (954) 782-1442 FLORIDA 33060 P,L.B. #3635 SHEET 1 OF 2 TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU -12-3513 13-1948 LEGAL DESCRIPTION: LOT 3, BLOCK 6 OF MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ADDRESS: 10650 NE 10TH COURT MIAMI SHORES, FL 33138 FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NUMBER: 120652-0306-L EFFECTIVE: REVISED: 9/11/2009 LOWEST FLOOR ELEVATION: SEE SURVEY GARAGE FLOOR ELEVATION: SEE SURVEY LOWEST ADJACENT GRADE: SEE SURVEY HIGHEST ADJACENT GRADE: SEE SURVEY REFERENCE BENCH MARK: DCBM#B-52-R ELEV: 4.20'NGVD CERTIFY TO: 1. GG PROPERTY HOLDING LLC 2. 3. 4. 5. 6. Q DEED BOOK 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER. 2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINED. BLVD. - 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR . ASSUMED DATUM FROM THE DATE OF SURVEY AS SHOWN HEREON. OF ABBREVIATIONS: A s E ^ ARC LENGTH � LEGEND CB • CHORD SFARBNG '% NATIONAL GEODETIC VERTICAL DATUM R = RADIUS oO OR ELEVATIONS BASED ON NGVD 192Y DE • RAN = RKNHT OF WAY SO. FT. • SQUARE FEET MAINT. • MAINTENANCE S.C.R. • SROWARD COUNTY RECORDS PC PT. • POINT OF CURVATURE %P. • PERMANENT CONTROL POINT • PONT OF TANGENCY P.O C.R. • PALM BEACH COUNTY RECORDS D.C.R. • DADE COUNTY RECORDS WM > WATER METER P • PLAT P.B. • PLAT BOOK O.R.S. • OFFICIAL RECORDS BOOK OH N = OVERHANG N&D • NAIL A DISC • NORTH P.O.0 POINT OF COMMENCEMENT F.F. • FINISHED FLOOR S • SOUTH P.O.B. • POINT OF BEGMING ENCH. ENCROACH E EAST AIC • AIR CONDITIONER_ A _ S — CHAIN LM FENCE W • WEST FND. FOUND _/A_—//_//�//--- • WOOD FENCE B . = BENCHMARK CHATT • CHATTAHOOCHIE . METAL FENCE FH FIRE HYDRANT F.P L • FLORIDA POWER d LIGHT - PVC FENCE ols • OFFSET ELEV. • ELEVATION X11-11—II—tI— - CONCRETEFENCE SEC * SECTWM MH MANHOLE . CONCRETE WALL TIP. • TOWNSHIP ESMT • EASEMENT 11% pq - WIRE FENCE RGE. RANGE ELEC. ELECTRIC E A D.B. - DEED BOOK CLF • CHAIN LBIIf FENCE Vw • WOOD FENCE BLVD. - BOULEVARD AD . ASSUMED DATUM I.M. • IRON PIPE I.R. • IRON ROD P.R.M PERMANENT REFERENCE MONUMENT N.G. V.D. • NATIONAL GEODETIC VERTICAL DATUM U.E. UTILITY EASEMENT DE • DRAINAGE EASEMENT A.E. * ANCHOR EASEMENT GAR • GARAGE CL • CENTERLINE (1) • MEASURED LP • LIGHTPOLE OL W. 1150 E. ATLANTIC BLVD, POMPANO BEACH FLORIDA 33060 FOUND 5/8 - IRON ROD NO ID o/9 0.74'W 0.42'S JUL o 8 2013 - GRAPHIC SCALE 1-=30' ACCURATE LAND SURVEYORS L.B. #3635 SHEET 2 07 72 GOLF COURSE FENCE FENCE 1\.L• J6 %0 111 VV V1Y1 .y t, DENOTES ELEVATIONS BASED ON N.G.V.D. Unless otherwise noted field measurements are in agreement with record measurement. Bearings shown hereon are based on a bearing of N/A The lands shown hereon were not abstracted for ownership, rights of way, easements, or other matters of records by Accurate Land Surveyors, Inc. Ownership of fences and walls if any are not determined. This survey is the property of Accurate Land Surveyors, Inc. and shall not be used or reproduced in whole or in part without written authorization. This survey is made for the exclusive use of the certified hereon, to be valid one year from the date of survey as shown hereon. This survey consists on a map and text report. one is not valid without the other. 1 REVISIONS DATE BY 1 UPDATE SURVEY SU -13-1948 07-02-13 FENCE 0.2W INC. TEL (954) 782-1441 FAX. (954) 782-1442 m F'A CERTIFICATION: This is to certify that I have recently surveyed the property described in the foregoing title caption and have set or found monuments as indicated on this sketch and that said above ground survey and sketch are accurate and correct to the best of my knowledge and belief. I further certify that this survey meets Minimum Technical Standards under Rule 5J-17 adopted by the Florida Board of Land Surveyors, October 1st, 2009. "C E A E // NOT VAUD WITHOUT I THE SIGNATURE AND j THE ORIGINAL RAISED i SEAL OF A FLORIDA \LICENSED SURVEYOR AND MAPPER. ROBERT L. THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 — STATE OF FLORIDA DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOK a ' SKETCH 11/15/12 ODI MLW SU 12-3513 SCALE 1 = 30 NwRSU 12-3513