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WS-18-3267
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. l S PERMIT APPLICATION Sub Permit No. +►� BUILDING ❑ ELECTRIC ROOFING ❑ REVISION 0 EXTENSION RENEWAL PLUMBING 0 MECHANICAL PUBLIC WORKS ® CHANGE OF ❑ CANCELLATION Ei SHOP JOB ADDRESS: HSI! !VC. 100 Sr.) -- City: Miami Shores /� �1 /�� /� County: Folio/Parcel#: '� �� ow- o v Occupancy Type: Load: Construction Type: CONTRACTOR DRAWINGS Miami Dade Zip: 3 �:2)� Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simplee Titleholder): 3S6 rC/ ' Addres. L IZ IV G f0O St City: V�1mmi 5y1011,J Tenant/Lessee Name: Email: State: Fe, Phone#: 36c4g/kg 4/ Zip:E5 Phone#: CONTRACTOR: Company Name: P(C)C41 1jy' 5gIJJttPhone#: 9M-14)9S 98' ) Address: )ZZLI J rS‘A) In ST 4-'309 L per/ City: T "I tlUvvl�l State: Zip: 330, Qualifier Name: � I (ht ti 6fic ne4r Phone#: State Certification or Registration #: C12142,22 3) 5c Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �Y�pp- �j City: State: Zip: Value of Work for this Permit: $ 2 57 ! • [ o Square/Linear Footage of Work: V Type of Work: ❑ Addition ❑ Alteration ❑ New Z1 Repair/Replace ❑ Demolition Description of Work: pat, I 9yoArty. dQ y- C Can6 r . Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat OWNER or AGE -' - CONTRACTOR The �foregoing instrum r" nt was acknowledged before s me this Thefore oing instru/)I'ff/,Zr- t was accknowledged before me this da of �� iv ,20 l r , by `7 day of , 20 %ir , by :Zi6 PUi4S9 , who is personally known to me or who has produced Arbid XL) as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �f'? Print: Seal: APPROVED BY UVYIvv'l RYAN R HOMAN MY COMMISSION # FF979201 EXPIRES April 06, 2020 Maud 6rtct'rumc , who identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 0 ******************** •;:��%'k.. RYAN R HOMAN ...: .. • MY COMMISSION # PF979201 '?q die EXPIRES April 06, 2020 ************ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. W Jr 1(J' 320 Owner's Name (Fee Simple Title Ho . er): '96 05OIV,S6; Phone #: 3O5 4 5rCi-436P 7/ Owner' Address: I l City: State : Zip Code: Job Address (Of where work is being done): ) (/94 �E IDO S� City: Miami Shores State: Florida Zip Code: 33),Yr Contractor's Company Name: Prc[ithitfY1541t Phone #: 66— /,S—() U I Address:1/0 I ,,t S City: State: Zip Code 33t Xa Qualifier's Name : I WA. wa/� �'( L Lic. Number: )33n rl fi Z Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: �uENy p'je dw- hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legallinv I ent. Signature r or Agent Signature 1/d40.19" Contractor or Architect The foregoing instrument was aknowledged bef e me The foregoingiiinstru ent was aknowledged bef re� me this g day of ,204,by T"efu� i/L i this l f day of , 201(by _u 11 III wN Who is personally kn wn to me or who has produced as indentification. Notary P : Sign: Seal: RYAN R HOMAN 1.,014*4., R 'as .."1 MY COMMISSION # FF979201 I'''` - EXPIRES April 06, 2020 (407) 398-0153 FbrlOalloterySeMce.com whcrsonally kno to a or who has produced as indentification. Notary P Sign: Seal: ;'"_. RYAN R HOMAN MY COMMISSION # FF97920' ,•, EXPIRES April 06, 2020 (407) 398-0153 F ofdalloterySeMce.com 0 :RICK sCOTT, GOVERNOR 'JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS IRERFESSIONAL REGULATION. CONSTRUC THE RESIDENT PROVI G BOARD ,p UNDER THE- UTES EXPIRATION �;► 31, 2020 Always verify licenses' online at MyFloridaLicense.com, . Do not alter,this document in any form. This is your license. It is unlawful foranyone other than the licensee to use this document. 000617 Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — D0 NOT PAY 7197501 BUSINESS NAME/LOCATION PRECISION DOOR SERVICE 12245.SW 128TH 5T 307 MIAMI'`FL 33186 OWNER PRECISION HOLDINGS OF BREVARD INC MICHAEL BRICKNER, QUALIFIER Worker(s) 5 RECEIPT NO. RENEWAL 7479868 EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SUB -BUILDING CONTRACTOR CRC1332218' PAYMENT RECEIVED BY TAX COLLECTOR..... _ $82.50 12%05/2018 CREDITCARD-19-017683 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply;vidthAny governmental or nongovernmental regulatory laws and requirements which apply to thebusine s. r� ti= The RECEIPT NO. above must be displayed on all commersiatlfel ictes a otlelec Ba-276. For more information, visit www.miamidade.govaaxcoptetee., _�,:. AR D ® CERTIFICATE OF LIABILITY INSURANCE DATE MI 12/05/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the po icy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown of Brevard 6905 N. Wickham Road Suite 501 Melbourne FL 32940 CONTACT Annie Donovan NAME: PHONE 0 Ext): (321)757-8686 AX No): (321)757-8687 "AIADDRESS: adonovan@bbbrevard.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Southemowners Insurance Co. 10190 INSURED Precision Holdings of Brevard, Inc., DBA Precision Door Service and Precision Door Service of Miami 2395 S. Washington Avenue Titusville FL 32780 INSURER B : Owners Insurance Co. 32700 INSURER C : INSURER D : INSURER E : INSURERF: COVERAGES CERTIFICATE NUMBER: CL1861819733 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR INSD WVD POUCY NUMBER POLICY EFF (MM/DDIYYYY) POUCY EXP (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y 72400489-18 07/01/2018 07/01/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO PREMISES (EaENTED occurrence) $ 50,000 CLAIMS -MADE XI OCCUR MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENAGGREGATE 'LLIMIT APPLIES POLICY n JEC07 OTHER: PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE _ X X LIABILITY ANY AUTO OWNED X SCHEDULED AUTOS NON -OWNED AUTOS ONLY 50400489-01 07/01/2018 07/01/2019 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA UAB EXCESS LIAB X OCCUR CLAIMS -MADE 5040048900 07/01/2018 07/01/2019 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 $ DED X RETENTION $ 10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Certificate Holder is Additional Insured with regards to General Liability as per written contract. License #CRC1332218 - Residential Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACC CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) `..i 12/06/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER PAYCHEX INSURANCE AGENCY, INC. 150 SAWGRASS DRIVE ROCHESTER, NY 14620 CONTACT Paychex Insurance Agency Inc PHONE NO. EXT): 877-266-6850 FAX No): 585 389 7426 E-MAIL Certs@paychex.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Paychex Business Solutions LLC Precision Holdings of Brevard Inc Precision Door Service of Miam 911 PANORAMA TRAIL SOUTH ROCHESTER, NY 14625-0397 INSURER A: NEW HAMPSHIRE INSURANCE COMPANY 23841 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL 1NSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POUCY EXP (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PRFMISES (Ea occurrence) $ -CLAIMS-MADEIOCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POUCY PROJECT LOC' $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea acddent) $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS q o ED PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS UAB CLAIMS -MADE $ DED I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS'LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE In NH)ER EXCLUDED? (Mandatory In (Mandatory If yes, describe under OFSCRIPTION OF OPFRATIONS bolnw N N/A 039713740 06/01/2018 06/01/2019 X WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 1,000,000.00 E.L. DISEASE - EA EMPLOYEE $ 1,000,000.00 E.L. DISEASE - POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additions! Remarks Schedule, 11 more space Is required) Worker's Compensation coverage is provided to only those employees leased to, but not subcontractors of the named insured. Client Inception Date with PBS is 06/18/2018 Michael Brickner #CRC1332218 CERTIFICATE HOLDER Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r tc , P , 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 r 305-795-2204 Location Address Issue Parcel Number �2018 Permit NO.: WS-10-18-3267 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Expiration: 04/23/2019 1254 NE 100TH ST, Miami Shores, FL 33138 1132050090040 Contacts JESUS DUCASSI BARBARA MESSICK 1254 NE 100 ST, MIAMI SHORES, FL 331382604 Owner PRECISION DOOR SERVICE WILLIAM GLENN WALDEN 3615 SPARROW HAWK TRL, MIMS, FL 32754 Business: 7865162772 Other: 5618006063 Contractor Description: REPLACING 16X7 GARAGE DOOR Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $1.80 $2.00 $2.00 $0.60 $12.00 $2.75 $60.00 $131.15 Valuation: $ 2,578.90 Total Sq Feet: 0.00 Inspection Requests: 2-4949 Payments Total Fees Credit Card Amount Due: Date Paid 10/25/2018 Amt Paid $131.15 $131.15 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is acc ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above name contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / gent Date October 25, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 4 FBC 20 � Master Permit No. (,S Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL (PUBLIC WORKS JOB ADDRESS: City: Folio/Parcel#: Occupancy Type: f..45, Load: Construction Type: izs'i Ng ioo 4+ Miami Shores County: CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Is the Building Historically Designated: Yes Flood Zone: Zip: 33/ 37 NO ... . BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1.—eSUS DkCq & l Phone#: 305`7 i - f,qJ Address: 1 ?Z IV 1 & ) () S ! � City: V �/) tam) I S ! we-s State: T �" Zip: 3 313481 Tenant/Lessee Name: Phone#: --> '3O - - 662_5 Email: CONTRACTOR: Company Name: i)rectsiai 1ILYJY Seivia 0 t Ion (Phone#: ` r&- 1 / I ,c / �/ Address:��1 / ii slit.) 1 �� ST / City: V 1 ' I [,t.�/Vj l } /� / l State: Ft Qualifier Name: Aft LI (644/1 JJ(J1 de.A.4 Phone#: State Certification or Registration #: (gig I $ S;6) il L. Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ,�^ COity: State: Zip: J Value of Work for this Permit: $ 2 t'C. C V Square/Linear Footage of Work: 117 Type of Work: ❑ Addi n ❑ Alteration El New Description of Work: n1G4eW I l x 0 a", d00 / ` Zip: Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ 9 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ 1JI ( g (Revised02/24/2014) t /' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OD- © o --s5-7 OWNER or AGENT The foreg••'g instrument was acknowledged before me this , 20 I , by day of �e(516 uGl (Ass, , who is personally known to me or who has produced 1:1646/0 U as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: AAAA : MY RYAN R HOMAN aM1 COMMISSION # FF979201 (407) 31:14153 EXPIRES April 08 20 ##********* #** *** Signature CONTRACTOR The foregoing instrument w. s acknowledged before me this day f�/ �% , 20_ , by Q/,I(4 CUa (I1 , who i - ovally kno_. o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************************* APPROVED BY Plans Examiner fam PeivootyA :ik:v t " RYAN R HOMAN •': MY COMMISSION # FF979201 ..,,i;. . "Iffe •,.• EXPIRESEApril *06, 2020 AtAcia'Alt*****Asti as o rysery regin ****4 *********** Zoning Structural Review Clerk (Revised02/24/2014) te- MIAMI DADE COUNTY DEPARTMENT OF REGULA BOARD AND CODE AD NOTICE OF ACCE Miami Shores Village APPROVED BY DATE ZONING ©EPT 0)2)4c-ct BLDG DEPT d_ ORY AND ECONOMIC RESOURCES ) Aittos tqAcgtONIANCE WITH ALL FEDERAL T T1t#NCEC O)1LES AND REGULATIONS Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 REC T hTF. 0,T252+18 - E COUNTY RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/eco nomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with t1 e Florida $ :itding Code, including the High Velocity Hurricane Zone. • • • • • ., • DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage.Door up tb 16'-0" Wide with Impact Windows (DP +45.8, -49.3 PSF) • APPROVAL DOCUMENT: Drawing No. IRC-9516-169-26-G, titled "Model 958 ilieritage & 651 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets l•tthredgh 3 of 5' dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shenfe1Mne, P.E. on. 10/03/2013, bearing the Miami -Dade County Product Control renewal stamp with tie Notice of ooeptance • 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, 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 renews NOA # 17-1010.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • . • .• . • NOA No. 18-0725.03 piration Date: October 10, 2023 Approval Date: August 30, 2018 Page 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.22" 1. Drawing No. IRC-9516-169-26-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed on 10/03/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0813.22" 1. Addendum to Test Report No. ATLNC 0320.01-13, prepared by American Test Lab, Inc., dated 07/16/2013, signed and sealed by David W. Johnson, P.E. 2. 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, TAS 202-94 5) Tensile Test per ASTM E8 C. • • along with marked -up drawings and installation diagram of Amarr 16'1x 7'24 garett garage door Model 950, prepared by American Test Lab, Inc, Test Report I'o'JYLNC 03'�b�01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. , 3. Test report on Evaluation of Painted or Coated Specimens SubjectedtgCatrosiv$ .... Environments per ASTM D1654 & ASTM B 117, prepared by Architaotissal Testing .k ., Test.:..' Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by bet; T. IHarisnan, P.E. "Submitted under NOA # 13-0503.08" • • • • CALCULATIONS "Submitted under NOA # 13-0813.22" . . . • . • . . •• . ... ... • • . • • • • 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/17/2013, siguwd afid sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.16" 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. E-1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.03 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA # 17-1010.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None • • .. .. . . ..•. • .... .. • • ▪ •• .... . •• •. D. QUALITY ASSURANCE . • • • 1. Miami Dade Department of Regulatory and Economic Resources €R) • • • • E. MATERIAL CERTIFICATIONS • .• . • • • • • •• • . • .. •. . .. • • • 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical ComixtdytMA) for their "Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 6th Edition (2017) FBC, issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.03 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-2 7' It EA FAD CAP 31)9113 ITN FIXTURES It dA MLV. COR¢RL1Al TOP VACATE ATTACHED (4) l We IE7! SLIMSNEPA OCRR STACKr TYPICAL 70P FIXTURES N.05 SEE RATE E) ON PAGE 3 FOS 32021/I12121 SECTION CO1BAWTON 2' TO NAIL STEEL KIRRICRE SELLER V/D' NIL STEM ADJUSTABLE ROUES CARTER V/ (V 1/4' x' 1/E' DELT LIST PER TEACIE'T 1411A 9431AS(FE CENTER MIME' ATTACHED V/ (4) 1/4' x.3P4' -1RX WAD SEEHES - • 5.112' (IRA R-TRUSS ATTACHED V/ 2)N4' x 3/ REX WAD CENEVS AT CAEN CEITTER STILE TYPICAL DURASAFE CENTER HINGE 11.73. F cQ RA 1 DEFER TD TABLE 4 O4 PATE 3 FOR STILE PLACE/HUTS 13 MOA ➢URASAFE SELLER W REFRi ATTACHED 711 A -TRUSS V/ fS) 1/4' x 2/4' HEX HEAD 6LREVS PER CARRIER E' IS SALL STEEL HURRICANE ROLLER V/D' SEER 31/2143410 GA (3' N-TRUSS) ATTUNED WOO 1/4' X 3/4' TIER HEAD 161-V 1LAX INSIDE ELEVATION RDS. 4 BURASAFE DMMNOGE 4T040ED V/ Cl) 1/4' x 3/4' HEX READ 30031/S 14GA DIRASAEN ROLLER CARRIERS ATTACHED 70 HID -STILE W (3) 1/4' x 3/4' MS TEAS SCREVS T'ER CARPER TYPICAL DURASAFE END HINGE 0/ 4C ES ( 01 DBTAUER) O) 13 GA CENTER STEM AMTKfim V17)1 (D 11N-Li3t' AT THE TOP Ate Wits' OAS 7 11121 RAIL NA ADHESIVE T 0 l0mR TO ANTERIOR FACE PER RENTER 1 ( SLIDE LACK DEANS INTO VER1TCA. TRACK /R 13T31 SUES SW ION EKDA0CNCNT GRIP LATCH, EN LDCX /AR EYO(RIA% ATTACH VM) LW x 3/41EX HEAD SLREVS W GA OALV. STEEL E719 STILE ATTACHED WIN m TOG-L-LOC TO TA31RI EX0 AND (1) Tmi-UDC AT NE 720 -20 IETTUR SAE i DALE STEEL TRACK %VIC& JAW 1/iYE0 x TF/0'IRACX S 1/2'H X 1/ GA Cr 3=NEAR SWAT SA : C- )LLT AND MO PER R-T 2 M BETA) 46E1 .wA3KE7 TRAC)( MOUNTING DEfA& R.T.S. ATTACHED V/ (E) 1/4' X 3/4' M3 FEUD SCREVS AT END AM CENTER STIES E' 10 TALL 21ffi. HU RVNE MILLER V/D' RO STEN 3/16• x 13/8" LAG 0) PER .AW1 3RAAOET 6' TM 7' 14 GA END CAP 31311RD TIP AND DDTTM FIXTURES M GA MN CXRROR SKIN WONTED ON PC/TEXAS FDORI Silt S UFFER: 2 O) 10CATE0 IM MEE REMO IN TOP SEGUIN OILY MOLES FOR STRUT OF STRUT 103211.120) TYPICAL STILE STW8'0NER N.T1. SS (TABLE 17 ON PANE 3 —FEE STRUT SPACING 7 CEP WHITED' AHD lO�TTM MUSES TYPICAL HINTON MRACKETO NUL (E) 3' EOTA.®L40 ESTRUTS ATTACHED Id/.2) 1/4' X 2/4' HEX HEAD SCREVS AT DI➢ AND CENTER TOLES [CAT. STEEL RETAINER V/ 007701 Sr7L CT'ION A—� V(E1'° .T�A( (33 GA � ATTACHED WON HEX HEAD =REVS •• •••• •• •• •• •• •• ••• • • • • •• • • •• • • •VENTS • • .• • • • (ENVIES 1S SG • •• • • • •• • • • •• LARGE MISSLE IMPAGT RESISTAIQ • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • 18 DA (a3B1CML snow. ATTACIED W 44) 1/4' x 3/4.+EX MEAD 1MCAT TACHED VEXES NY x VG' 11LT Ail ROTS (D •.TANGS PER SECTION 3 BA FUG 1RACKCT WELDED TO VOUS W C31 5/16 D1A. X 1-5/e' LAG MILTS AND TO TRACK W (A) 1/4'-2/ x Dell TRACK SAUCE BOLTS N0 NUTS SPI=CF TRACTS AT THIS LOWER NUTS JAMS.MINN (3) 3/AP DDu z. 1-5/8• lA0 SCLSS 11112 ATTACHEDTOLW ATEA. JAW SMO(ET - 1S tM LEV. ISACICE11 ATTUNED I/ (1) I/4 -20 MUSK VOCE BO.T *HUT PRODUCTyMp RENEWED wHe4,EpG.M with Ma Mork% NOL-Ile. 18-0725.03 Egbe•en 10/1012023 SY M PHALLI CAME%I MILE SJ DR PACE 3 OR JANI DRAEKET SPACING N IRE'N X N GA (33 KSI) TRACK CONFIGURATION MR 6'S' UP TO 44' TAIL 0002 WV, STEEL R-CHUB RFTM(ED V/ W 1/4'x V&HEX READ 1: =REVS AT EACH ENO STILE 410 CO VN x 2/4' HEX ICAO PRODUCTWOWED ' wo dW b&oft 0.5515 •A EA STOWS AT CH CENTAIL.STILE 11canny 0E•6 WA91R•& N04YyCY+b InkelagGede Anapatist TO die aptness Ilse Agawam anctele. vend* Date NOA• YAkm11 D7 cse1-1 Predoet aGrat 11.21 9D lemma Q CEOS IXE DT DESIGN LOADS +45.8 PSF -+M.3 {'SF tARSE MISSLE RESISTANCE eq Qc E N , �b •�tG SF•,ti{p� No $ ' STATE eF j�fllti i j Ft Fttultnl►E► . 143 MARIA E COAT VRSTD1S0F1, ML BAGS M,O ANAARLON 00 B YODEL 020 BSRSACR (04 41A) 10CH, CODS MO1SL 055 DAL SON = (84 CA) 1000, 2000 SHORT EAH6, FLUBII, AND O.R 81=7 P.AR= AWN lilt DAS tAID 17 awn DT 'ME RC -1 SRI 1 IF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • $PECIF1CATIONS AND NO1 1. ALL THE LOAD FROM THE 000R IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER R6441}t, NO PORTON OF THE LOAD TRANSFERRED PROM THE DOOR. 2. EACH VERTICAL JAM85 RECEIVES MAXOMUM DESIGN LOADS 0F: +388.4 L85/FT et-384.4-LBS/FT 3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED AND INSTALLED MTi STANDARDS AS SET FORTH BY DASMA. 4, DOOR SECTIONS SHALL BE 24 GA. (,0218) M01. EXTERIOR SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FRESH 5. DOORS UPTO 76' HIGH CONSIST OF (4) .SECTIONS AS SHOWN. USE (1) 8 1/2' R-TRUSS PER SECTION & (2) 3" 200A STRUTS AT BOTTOM SECTION e. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSOI4AL ENGINEER FOR WIND LOADS HDIOATED ON THIS DRAYN4G IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO D0 TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPEC94ENS SHALL 8E CUT FROM EACH COL MD TENSILE 16014.0 ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MON111$ 4 11ME5 A YEAR, THE MANUFACTURER SHALL MA2. TO THIS OFFICE:" A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM C00.5 AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STA1Ei181T FROM THE MAMIFACIURER THAT ONLY COILS '1WT4 TEED STRENOTH OF 34,800 PSI 0R MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER 'MS NOTICE OF ACOEPTANCE MUMS TRACK L'OIR1711RAD0/9 11.13. INTERIOR OF GARAGE -�� MAX. WIDTH 16'O" DESIGN LOADS +368.4 L8S/FT -394.4 LBS/FT {�1111IIIIII SEE NOTE 2 /1PRIVAI SHORT PANE' [# A7111 SVCTIIIN STRUT AND STAR* I ATOMS. N.TS. PRODUCT RENEWED as complying with the Florida Building Ce NOAL-No. 18-0725.03 Expiration Date 1O/10/2023 Bytanct Conte) TyP SE1:TT0/ 4 1 4 4 DiTERIE0211 ELLV STEEL INTERIOR TIWACT WON FRAME 33' GALV 87EEL EXTERIOR RPACT VM00V FRAME V/5' BITE ON GLASS TLXIER�t V;.� sly REAR MEW GLASS ANY MURIA-WI S1IFJIAYER IHNSRFACDs0D AT OINOBM 24 GA. STEEL BOOR SKIN SLREIO,0 SD-130 STRUCTURAL ABIESIVE .apAi THE jef STEEL 1271 IMPACT VINOW EWVdE 'FRANC TO a O/64' X 1/C' SCREW - CSC3 TO FASTEN DETIR4TIVE PLASTIC MOLDED WORN FRAI4 1D THE ASSFASL7 SECTRIN e-8 IMPACT VIN®V TIETAIL N.TS. • 18-1/8' DLO TO-5/8' 22.0 PRODU4.'168VL48D seerogarligurablaikeida Beildhgthib MEODUCf YEKIC9S ate Oa l'YwW IMPACT GLAZING FASTENER DETAIL » ,,4 4. Wadies OnY GLAZING dTNf. MEETS LtSTM E7300-04 t1A1C /2)4.. AOIyIIhDhsI4. 17-160 •t $ A:9llID 2Z lNII®1w,�._...... yfi + WOOD JAMB ATTACHMENT TO STRUCTURE e X 6 VERTICAL JAMB ATT#4GMFN1 TO V/RIG PAW STBIICTISTF 5/16'�(Xy33''RLAG 1 SCREWS STARTING 6' FROM ENDS TEEN 12' "0)r, (1 1/2 ENSEBIENT) HILTI VK 1K ROLT 3/8' X IA�TNG 6' FRD1 ENDS THEN 24' GC. (2 1/2' ENSEDHFNT) M1SI SLEEVE ARCHER 3/8' X 2-3/4' START -RC 6' FROM DIGS THEN 12' TLC (l 1/4' EMBEDMENT) ITW/RAISET REDHEAD (TRU-BOLT) 3/B ATTACH/PA TT8T''T IXI�44L" STARTING 6' FROM ENDS THEN 22' OZ. E2 1/2' EMBEDMENT) SIMPSON 1/FRY X 3' TITER SHREWS STARTING 6) PROM ENOS, USE PAIRS OF FASTENERS t3' APART) Ai B' P.C. O 1/R' EMBEDMENT) IOLT1 1/4' X 2-0/4' K10K-COG IN- SCREWS STARTING 6' FROM ENDS, USE -PAIRS OF FASTENERS Cr APART) AT B' 0G O 1/4 4®EB1ENO 2 X 6 VFRTICAL JAHB ATTAC}51N7 TO OS•U1T C-90 DI Dot (2898 PSI GROUT) HILT! SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' 142011 ENDS TEEN 14' 11C. (1 1/Y EMBEDMENT) tOR, USE FASTENERS FOR HOLLOW C-99 BLOCK) 2LAGS AND BOLTS C'AN BE COMTERSW( TO PROVIDE A FLUSH MOUNTING StRFACE. NPREPA1AT70N ff' 110 2 JA41H$ BY OTHERS •• • • • • • • • • •• • r-. •c18 RE • • 0 STReCTAIE ' • 4 • • . • •p• • • L - 2-8/4' NW • • • • • • • • • • • • • • •• • • fie••• •' '• • • • • •• • • • • • • • • • •• 14 • • • • • • • • • • •• • • STAR URE >I 10 DEERPTITS ET ROWS TRH 6Y DESIGN LOADS +45.8 PSF -49.3 PSF LARGE 14155L0 IMPACT RESISTANCE 167 C66162-CEEMT VIRSTW-1N.L4 KD D112 %NW/W = YODEL R50 IHBt' MAD* (P.A a6) I080, ROOD moan 665 OAX. SONOII 234 DA) 1010, MDR SHORT.. IONS, PWBR, AM 0.4K 60)I1S' PRIEM 22 1812 07 .Kt OAIE OVUM; • QUIPS 866 SDT 2 G3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURA • _QO C DMEM 1301® 100 1/2" 7' TOP 8' T 76 1/2" 88112" L® p 3E. aspt KY7 G1F Rf? 'a ;F'1tqnr:Ttr' 6.Y.;fkP ®®��'��'��'=�,` imp 17 1/2" 35 1/2" mai mums MAIM 17 1/2" 17 1/2" 38 1/2" 35 1/2° 59 1/2" 531/2" F 71 1/2" G H 10' t 1 ' 12' 1.3 14' TABLE 3 DOOR HEIGHT A B 141/2° 17 1/2" 17 1/2" 17 1/2" 171/2" 321/2' 38 1/2" 381/2' 501/2" 59112" 591/2 681/2" 771/2' 71 112" 801/2" 381/2" 38 1/2" 59 in. 77 1/2" 591/2" 801/2" 881/2" 95112" 89 1/2" 101 1/2" 107 112" 1121/2" 1241/2" 1191/2" 951 /2" 1131/2" 1311/2" 101 1/2" TRACK ATTACHMENT 122 1/2" 143 1/2" PRODUCT REMOVED azzooCW14060e.16-07219.03 lbw... 10/1022023 r iYedsl 6 Goethe FGHIJKL 1361/2' 148 1/2" 180 1/2' SPLICE S treW 8' 9 10' 11' 12' 3" 3" SYs� 3" 3" 3" 14" 14" 14" 14" 14" 14" 27" 27" 27" 27" 27" 27" 122 38" a 1 38" 38" 38", 38" 38" 46" 46" 46" 46" 46" 13' 3" 1471 27" 14 38" 48" 58" 68" MIN 56' 8T 78" NalaSM 56" 68' 78" 88" 100" 56" 68" . 78" 88" 100" 110" 56" 68" 78" 88" 100" 110" 122" 56' 68" 78" 88" 100" 114" 1-22" 134" 78" 88" 100" NalgA 112" IN" • 148" ISM 14' 3" 14" 27" 38" 46" 56° 68" 78" 88" 100" 114" 122" 134" ALL TRACK ATTACHMENT SPACING. +/- 2" AL1D17ED 11LTH SYP NO.2 OR BETTER ONLY• • • • TABi.E 4 84010 voulOo (61 1010 103 Pond 170e stool 100ri 17;`D I 444 1710 1.0 1t,0 ere 13tf- 3646 2212 Loot 12`2 600 1204 0244 1714 L"9 1214 Bold 12;6 4a1 17,6 tat 1213 60d 12:1 >4.1 00"1 26216 31000 30.676 ➢r9or86atoede r p10660t6617B^L ae l 460 6,0 N6 490 10 W0 4406 71.04 w.011 11a6 63000 61370 262724 46.612 76050 27760 0626 71105 74 626 46313 72800 26272 4(1133 73607 `2710180614 73600 25.12641063 13100 27.272 636 74030 26166 61.44 74030 16626 41613 74100 26.346 4620 20030 17340 a7.170 76.000 3.120 50353 70130 27.340 61860 72030 3160 62.161 16100 110661.313 76➢00 27,600.62.160 7284 262100.100 moo 27.126 0203 77.L00 26100 14000 .76000 21u 04.361 / 00 13.9 lq 30. 1370-2763133323 A1>e 1353 1661 1352 Lr1 1372 6ri 1201 0306 1]' 4 1m1 4 1W 12-6 4 1 13M Iw 1Ta for 1356 Lang 1316 21422 0513 62000 11L11 , slat '31.366 R.113 4136 17.10 7a1 17)10 ' 6rd 1P" 61m &nt tat ere 106 Leh 301 .0e 6rl 6169 Lel she 11112 230 139 21020 64100 71030 31.200 65100 71000 2613 62663 72620 21600 54.443 10030 25240 64603 62020 10176 64213 20000 30.10066400 SLUM 26600 66100 16026 10.126 01064 4 11.000 3000 61400 32000 31.260 sitar 12.000 31340 67.176 01000 20.05 6651 13.000 31.562 60761 01871 33150 66626 61100 *420 57316 44603 32764 61312 6660 3334053176 0202 31.126 26033 35.000 32268 10163 0.036 14340 eaim 16006 31.425 56613 60.000 32716 2250 6641 ,22.340 21.170 67.00 3213 56263 12.033 33.1112 2003 0336 92218 44112 ee406 22.025 00373 31010 .33. 66 46.661.35 4A31 42*3 00 67103 33.126 61.00 61000 3306 63.103 4636 bs00 41603, 66170 31626 61J13 91000 34.366 62663 90.191 ,3 .25. 00 47800 69100 ••1B Soo :J4.11•1 • ts4 - 60 •845 11165 419x9 • • 1@,1 12 feed AMC 41617 SO 02i 1613 she 24.426 47824 71612 150 Lag 26.001406X 71.300 tow erd Z1a784449 71A19 woo- sh6 26.430 46624 71612 4$" •1 . 7 • • • 's Choi 40.44 I3. o tt 1s tool a10 *00 96.➢ca •• • • 16,0 •6 and (14 os4•!{fT •26 • 20SA_ • 166C• • • • • • • • Y(762 0113 94276 00562 0134 •6616 01632 07324 •6616 16.10 161971 16.630 0436 161230 174102 103666 101760 161100 101.244 10300o W1800 l62,166 102621 161336 106600 106100 IMAM 10E 00 1011W 10693/ 107800 10376 _126.166 101723 1d6.630 126.436 710.113 100375. 110:666 111.411 110.630 111303 112713 111833 111101 114.013 112400 114431 11210 03600 116643 10613 0033 115136 117836 6003 •• e•6 0,2 300t 1502 Lap • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 116166 191213 141.220 TDi6W 6Y•m f1S6 42300 94000 94200 26620 • • • • • • • • • • • • • • • • •• •• • • • • • 9120 120.64 111376 106710 119376 11173 111132 7103u0. 10$0 10.73 119.tl2 132271 121660 122660 72106 124.606 1233m 13376 124600 13430 13.67E 13800 1030 R6410 229.020 1ffi600 13476 131103 130200 131376 136203 1311m 132676 136200 132.760 1i11* AOS 151010 05676 131266 734210 137375 13784 130.06 132316 14466 131.660 140376 121.000 136.660 141876 146658 10694 141.173 144266 .110.726 144225 143135 111.700 146376 147305 112102 147276 136400 114.375 74137E 116.232 116.700 10222 1(7.116 116700 111292 11614 77847 16102 11074 411.720 116712 36, 0M 131.1m 132420 133400 134.70G 162.1330 131750 230E370 04463 736.663 140375 439.410 11180 141.376 140.03 141393 142176 141800 143833 •01 152.612 164.703 *00100 166103 IL701'S 1621•4 01.00 161:365 10201 162200 102.02 94.254 ex900 804170 103.764 154121 147F6 TABLE 2 DOOR SECTION HEIGHTS FTT-Btm #2 #3 116' 21" 21" 21" itta 12' 6 21" 18" 18" P-it 21" 1 T 6' 21" 10'6' 21" 21" 2111 #4 - 6 #16 #7 �'rxFt: 21"(21" 18" 18" as 1Row 18° 18" 18" 18" 18" 18" 18" 21" 21" 21" 2T' 21" 9'6' 21' VIM 8' 6" 21" 18" 18" 18° 18" 21" •u :t 21" 'aJ,34^3 21" 18" 21" MAW 7'6' 18" 18" 18" 18' 18" Palmer maviseb- t8 21" 99tODUC wave. au•smooks *hi die "slips Ilk t :1:11 :r4 LAR0E inss2E .707:1c;1"..F...0.40011.7 MORT, UM }MISR, AND MC swam MEW 10/11/2018 Folio: Address: Owner: 11-3205-009-0040 1254 NE 100 ST JESUS DUCASSI & BARBARA J MESSICK Building Sketch Viewer Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Actual Area: Living Area: Adjusted Area: 2,242 Sq. Ft. 1,862 Sq. Ft. 2,052 Sq. Ft. Building Number: 1 • of 1 Roll Year: 2018 Previous I Next 19 17 I 37 38 12' HGT XHT • • 42 �--� 9 . . ••• •• • •••• • • • •••• 15 2 11 GRU 20 • •,.• •• • • • • • •, • d 1J •• •• •• • • XHT : Extra Height • GRU : Garage, Unfinished • • • • •• • • • ,• • • • • • Click here to see all Sketch SubArea Descriptions • _ la• • _ _ _ A. _ •• • Generated on: 10/11/2018 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimerasp 1/1 STRUCTURAL SOLUTIONS, P.A. * Project No.: 18-002 Date: 10/12/2018 5921-G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017). Building Address: 1254 NE 100 St Miami Shores, FL 33138 Garage Door Width: 16 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: D Mean Roof Height: 13 ft Least Overall Horizontal Dimension of Building: 56 ft Distance from left building corner to edge of garage door opening: • 1.!ft•�• Distance from right building corner to edge of garage door openin0i.' : 1.5 #t.. •.' •• Roof Slope. • anyeslepe Positive Design Pressure %...•41.0 pst• Negative Design Pressure Oa:8•;47.3,p0: Design Assumptions: The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. .. .. . . . . . .. • . • . • • • •• • .. . • . • . . .• • . The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with garage doors that are manufactured by Entrematic. STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579)