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WS-15-1160 (2) Miami Shores Village �UN � � 215 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 No. �- t PERMIT APPLICATION Master Permit No. FBC 20 1 C) Permit Type: BUILDING /f _ / 2 OWNER:Name(Fee Simple Titleholder): 65m.lef, �T 'e"e,5 Phone#: Address: Z O 9 Ale 19 .S'T'REET city: iA�i �S'NO/lvcS State: Zip: 33/35 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: /0709 /V C City: Miami Shores County: Miami Dade Zip: J 3� Folio/Parcel#: // • 2.�t5- �OrI'^ -0.2&0 Is the Building Historically Designated: Yes NO C Flood Zone: CONTRACTOR:Company Name: 14"T'D /j'I/ aln,6' %. XXOLES Phone#: .305��5�'�g/d Address: Gd 9�+�✓G% City: State: Zip: 22/Az Qualifier Name:`��h44Z_D 172 LCGU/� Phone#: 60`)16 State Certification or Registration#: =-7'Of7a4�2�S Certificate of Competency#: 00OO/lse*3 Contact Phone#: n Email Address: �.eFi 1A4 DESIGNER:Architect/Engineer:�G�,¢/'1D�� � ��3SSuJ83,¢✓e Phone#: 305�G 5� g/DC7 Value of Work for this Permit:$��35' Square/Linear Footage of Work: f 9 Type of Work: ❑Address ❑Alteration ❑New Repair/Replace ❑Demolition Description of Work: TN d 4e E 4.- COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee$750— Permit Fee$_:kLJ • 03 CCF$ CO/CC$ Scanning Fee$ 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 Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ' en (7) days after the building permit is i ed. In the absence ch posted notice, the inspection will not b pproved and a reins ection fee will be charged. } Signature Signatu Owner or Agent Contractor The foregoing instrument was acknowledged befor me this The foregoing instrument was acknowledged before me this day of.lu r/�,20/_1S by CQQ�$TEsn/ /GTF � day of �)Ui✓E 20/,S by�y�L p A. LCA/g who is personally known to me or who is personally known to me or As identification and who did take an oath. as identification and who did take an oath. NOTA PUB IC: InmNOT PUBLIC: Sign. Si Print: Print: My ..�" LISA A LUNGAR0 LISA A LUNWO Nolmy Public-Stele of Florida Y Public-JVft� � 90111 Meir 31.2015 Mer 31.201 S s ',, tells�,aF Commission N b� coeeegeefon a7� APP Pla s Examiner -Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sig pature ■ Print your name and address on the reverse X I ❑Agent ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes IWnQ /Ve If YES,enter delivery address below: ❑ No 7�- 7 ? �/�f1 .7® J97' II"I'I�I I'�I I'I II I'(I I'I I'I I� I(I II'II I II I I III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailT"' ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9401 0020 5071 7692 24 ❑Certified Mail Restricted Delivery ElReturn Receipt for 0 Collect on Delivery Merchandise O Collect on Delivery Restricted Delivery D Signature Confirmation T" 2. Article Number(transfer from service label) ❑Insured Mail 0 Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 ),oprrtic Return Receipt - v e e• e o a e e -7 ®Yid(2_sJslS�JIQ O N of was Ln W9$ C3 seal pue ssv4sod fewi Q-. $! g7 o6elsod C3 N '%'�Y —_ , $Nomea PaloPlser –gleuBis jpPv❑ 1 L1. JU7, ...._.-_...__ {lr__._$ pagnbou 6mleu6iS8npv 11 C3 fit Naniloo palolllsay OeW peBiue')❑ 5 d-T lo _- f i{ ice+ ---$ (oluaale)ldleoay umied ED 0 ,., $ (AdoopieW ldleoey wnyo8 0 t+ (ompdwdde se oo;ppa xoq yoogo)saes 19 saolnreS WIX],I � °o uJtryCJ r°` $' fp u eazi Ilzyy P-4!4'.01lJi r Q' ItlI- ru ti Er d1333. o /tic I Ln• 6 E U-1O l CL rQ U C-- it O N C � L 1 N ;t to CO i 4}}io Q C O + V CV Tom,' 00 0) ~ 0 0 0 LL- co per- a+� U �j p N� LL-7Z L� 00 C�=D CL O 9 r- 'T ^CV N y O Z O V CD t 0 IV+• f-- in :V C7 yi Q O H 0)rr tS i M 7 =C mvwaa E LO Vim-cry G�3 C'e tt�J S,.^ ,-a N '_' .y rn L LO— C'S¢ .•-r W CO !a :J,-a i2 ;n B 1-D U to r0 U? tE d Q O M U7 v- O �"' V +� U-U O¢-+ @ Q 7t p G +- L to r6 O C 40-Y 4 S- H+1 O N C-)Cn tS'? _ 0 p � N y. �� O C p L� CDLj -j00) H O rb �a ��yCo 4- a) o v N o� SECTIONSENDER: COPICLETE THIS SECTION COMPLETE THIS ON DELIVEPY ■ Complete items 1,2,and 3. A. Sigftature ■ Print your name and address on the reverse X I ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 04W, CQ / ve If YES,enter delivery address below: ❑ No 7577 �� _573.S'T II I II�III IIII III II II I I I'I ISI II I I III I I I I I I I Service Type ❑Priority Mail Express El ❑Adult Signature [I Registered Mair"' ❑Adult Signature Restricted Delivery LJ Registered Mail Restricted El Certified Mail® Delivery 9590 9401 0020 5 0 71 ?692 2 4 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery El Signature Confirmation- El Insured Mail ❑Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery (over$500 PS Form 3811,April 2015 PSN 7530-02-000-9053 Domenic PeWm Receipt Carsten Petersen 1209 NE 98 St. Miami Shores, FL 33138 (305)8072221 ADCO Inc. June 811, 2014 7577 NW 50 St. Miami FL 33166 Attention: Mr. Humberto Fernandez Via Certified Mail Please be advised, that I, Carsten Petersen am terminating your contract in regards to a replacement of a garage door at 1209 NE 98th St. Miami Shores, FL. We bought the door from Home Depot and understand that they subcontracted your company for the installation. We have been communicating with Home Depot regarding the total lack of response on your company's behalf and they have agreed to terminate the installation. We were left with no choice, but to contract with another company in order to have the garage door installed in a timely manner. Sinc Carsten Petersen Carsten Petersen 1209 NE 98 Street Miami Shores FL 33138 (305) 807 2221 The Building Department Village of Miami Shores FL 33138 Subiect: Permit for garage door installation Dear Madam/Sir Please be advised that we have replaced contractor for the garage door installation as the original contractor never delivered or installed the door. Our new contractor will be: Automated Home Services, Inc. 2010 NW 94th Ave. Miami FL 33172 (305) 594 3810 S-faf e d� -�-tcrd� - C���-�t-c� ��_NI icy�-�c�•e- '' Sincere) ire F `�gai, ;r��tr�►--�er�t .S C�cuno�( c�cves,( ���;� ✓11� '��S .� dGty b� �vr�c acs IS to y Carsten Petersen Notary Public J NETTE PEREZ-CARRH.Lo MY COMMISSfOFI X FF228958 EXPIRES Mey 05,2019 �107�J98-0'S7 FlorwPh�� w.•..c�.car Gp, SHORES � G`t .�, Miami shores Village offal Building Department y'elORIDoy` 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): 6W)eS'Ti%� /�/r%l�/7S'f,Phone#: ��s- �d ) - 2 Owner's Address: 1,?U j /3/l5� 4P City: 1?i4 M/ YN 62 `9 State : 10'--G Zip Code: 33/_5X fob Address (Of where work is being done): %2l>f 9} .sir. City: 1// Miami Shores State:.lorida Zip Code: _'3 3/3&` Contractor's Company Name: 1A9/i 7'p S F aI/Phone#: 30 S -5-1:2 3�79/o Address: 2o14 AW 4?Sr ZF City: _�li/��/!/ State: FG Zip Code: `33172- Qualifier's Name : _ I e1V At3--> /)I L eU15, Lic. Number: Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work- hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I 4old the Build' g fficial and the 'ami Shores harmless of all I al i v;em t. a Signature Signature Owner orent AS Contractor or Architect The foregoing instrument was aknowledged befor me The foregoing instrument was aknowledged before me this��day of �liy ,201l',by fen /'�! P "Pn this g,L day of.L l ,. 20,r b Who is personally known to me or who has produced who is personally known to me or whe hatprodumd Pef 55G n,,11V as indentification. as indentification. Notary Pu Sign: Sig A UtAil .._. Seal: Sea ?� Ji My Comm.Expires May 31,2018 ,p JANETTE PEREZ-CARRIILo %",?�a.. Commission#FF 104746 ,nua• MY COMMISSION is FF226958 EXPIRES May 05,2019 407�398-OSJ FlordoNu� ;4•e7fN.UW a WotuT q ` tt##1S aKd! �y e 10050 N.E.2nd Avenue NE Miami Shores Village S ` � .... 'F� .,...� �. - Miami Shores,FL 33138-0000 � t?7t1� R )(EQ `. Phone: (305)795-2204 ... �•; �coR�o � � Expiration: 12101/2015 Project Address Parcel Number Applicant 1209 NE 98 Street 1132050090230 CARSTEN PETERSEN Miami Shores, FL 33138-2562 Block: Lot: Owner Information Address Phone Cell CARSTEN PETERSEN 1209 NE 98 Street (305)807-2221 MIAMI SHORES FL 33138- 1209 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,352.00 ADCO OVERHEAD GARAGE DOOR IN Total Sq Feet: 119 Type of Work: REPLACE GARAGE DOOR FOR NEW HURRICA Available Inspections: No of Openings: 1 Inspection Type: Additional Info: 17 X 7 1/2 Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-5-15-55586 DBPR Fee $2.00 05/18/2015 Credit Card $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.60 06/04/2015 Credit Card $77.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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 AFFIDAVI I ce 'fy that all the,foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo Ir F� r o orize the above-named contractor to do the work stated. June 04, 2015 Authorize ture:Owne / Applicant / Contractor / Agent Date Building Department Copy June 04,2015 1 Miami Shores village Building Department MAY $ 0,5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. -t-i�s (ab Permit Type: BUILDING ROOFING JOB ADDRESS: 2-1 tJ C It, City: Miami Shores County: Miami Dade _zip:- 3 Folio/Parcel#: S-G�a�l "e03)3ro Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): f?S a) PTte_(?-)CW_Phon e#: J' gp 03 Address: -335-0 12C>2 City: NIC'L-4i � —State:-- 'FL Zip: 3 1%j q f Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Comp Name: ®N-�4� _(t� Phonek_� Address: )�7� _/ City: t ( State: Zip: � Qualifier Name: � e'atua 0ea- Phone#: State Certification or Registration#: Certificate ofmp/ne�tenn�cy Contact Phone#: o� . [� Email Address• t- r-�(5 GE,bloce DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit: quare/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: w V .r-O t 1' Color thru tile: ***************************************Fees******************************************** Submittal Fee$ Permit Fee$� CCF$ CO/CC$ Scanning Fee$ 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 Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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 p sled at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of su h osted notice, the inspection will not be a e and a reinsp tion fee will be charged. Signature Signa Owner or Agent Contract o G The foregoing instrument was acknowledged before me this The foreg ' instrument w owledged b fore me i day of 2Uby C�1�� I N ��P'(� �7`day of ,20 i�,by who is personally known to me or who has produced who is personally own to me_or who has produced P3 62-4 o© f b'1 "O As identification and who did take an oath. �— as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI . Sig Sign: Print: Print: tsar v� « SANDRA GALANO My Commission Expires: r�;•••.'��� HUMBERTO FERNA M My Co " es: * MY COMMISSION t FF 181841 : Notary Public-State of Florida EXPIRES:December 7,2018 144My Comm.Expires Aug 15,2016 1+4,0-0: Ilmded Thru 84et Notary SaMn Commission # EE 827190 APPROVED BY t� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) A�O® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/yYYY) 05/27/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Nelson Romero ONE Jenca Insurance Consulting Corp. A' ,No.Ext): (786)227-6935 ac No): (786)250-5465 12150 SW 128 Court Ste. 132 E-MAIL ADDRESS: ��info encainsurance.com INSURERS)AFFORDING COVERAGE NAIC# Miami FL 33186 INSURERA: ENDURANCE AMERICAN SPECIALTY INSURANC INSURED INSURERB: ASSOCIATED INDUSTRIES INSURANCE COMPAl' ADCO Overhead Garage Doors,Inc INSURER C: 7577 Northwest 50th Street INSURER D: INSURER E: Miami FL 33186 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A CBP20000559700 06/01/2015 06/01/2016 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT F—] LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? 7N N/A AWC1047890 06/01/2015 06/01/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN VILLAGES OF MIAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT AUTHORIZED REPRESENTATIVE 10050 NE 2nd AVENUE _ MIAMI SHORES, FL 33138 J ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD s -f"r'S wf -p s BY MAY 18 2015 DATE D��T DFP MIAM' i<,ur�JF= CT TO COMPLIANCE WITH ALL FEDE -DARE COUNTY DUCT MMOL SECTION ���AFF ANF COI INTY RULES PROAND REGULATIONS 1805 26 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES( Fl 4 BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 NOTICE OF ACCEPTANCE OA AYE"::r1 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 materials.The docsumentauon submitted has been reviewed and accepted by Miami Dade County.PERA Prow `' Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having J (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 f&to perform in the accepted manner,the mangy 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 in 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 lr%h Velocity Huricane Zone. DESCRIPTION:2"EPS Lis.W6 Steel Sectional Garage Door up to 18'-2"Wide w/Optional Impact Resistant Lites(DP+38,42 PSIS APPROVAL DOCUMENT:Drawing No.104751,titled"W6 DP 38 2"EPS Insulated Doors to 18'2", sheets 1 through 3 of 3,dated 11/08/2012,prepared by Clopay Building Products Company,.signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Anee number and approval date by the Miami Dade County Product Control Section. MISSILE IMPACT.RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with.the manuifacturer's name or logo,Troy,OH,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing r number,approval number(NOA),the applicable gest standards,and the stent reading`Miami- Dift County produiot Control.Approved'is to be located on the door's side track,bottom angle,or inner • sur€sooka papal. ; •• REh¢WAL 00"OA shall be considered after a renewal application has been Sed and there has been no change in .:.... the aFAbcable8"de negatively affecting the performance of this product. ..... T=tAl14AT1(;144 s NOA will occur after the expiration date or if there has been a revision or change in the ••• •• matayak,ruse,agd&ripanu a of the product or process.Misuse of this NOA as an endorsement of airy product,for •' &' 9ti�mg m!MY Otho'purposes shall automatically terminate this NOR.Failure to comply with any swdon of • this NOA shall brow for.termhodon and removal oft 0& • •••• AAV==SEMM1'Y':•T w NOA number preceded by the words Miami-Dade County,Florida, and followed by the .:.... expWdidate&y Udisplayed in advertising lite Tbre. If any portion of the NOA is displayed,then it shall be done INSP&nON:A copy of this entire NOA shall be provided to the user by the manufacW=or its dist INgoia and shall be available for mon at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted doannenUtion was reviewed by Carlos M.Vtrera,P.E. NOA No 12-1120.03 Expiration Date: February 7,2018 I s f�t3 Approval Date: February 7,2013 01/s J rage 1 Clonav Ba Nhw Products Comasmv NOTICE OF ACCEPTANCE: EVIDENCESUBjArrrED A. DRAWINGS 1. Drawing No.104751,titled"W6 DP 38 2"EPS Insulated Doors to 18'27,sheets 1 through 3 of 3,dated 11/0=012,Prepared by Clopay Building Products Company,signed and sealed by Sett Hamilton,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 FEC,TAS 203_94 4)Forced Entry Test;per FBC 24113.2.1,TAS 202-94 5)Tensile,Test per ASTM E8 Along with -up drawings and installation diagram of 18'2"x 8',27ga steel garage door Model 430OW6 with windows,prepared by American Test Lab,Inc.,Test Report No. AURC 1002.01-M dated 11/0V2012,signed and sealed by David W.Johnson,P.E. 2• Test report on Salt SPray per ASTM BI 17 of pah ted G40 0lvaniaed coated pmwjs,prepared by Stark Materials Technology,Test Report No.30160-0443365,dated 01/26/2005,signed by Doha D.Lee,P.E. C. CALCULATIONS 1. Jamb anchor calculations preparedby Clopay Building Products may,dated 11/122012, signed and sealed by Soon Han-bon,P.E. D. QUALITY ASSURANCE L Miami D&&Det ofRegulauxy and Eoonomic Resomes(RER) E. MATERIAL CERTIFICATIONS Notice of Aooepiaace No. 0 90C; M issued to SABIC Innovative Plastics for their Lem . _ ... �ShIt Products,aplxoved on 04/242008,expiring on 07/1702013. •••• I •TeSt*pOlt on Surface Burning Characteristics,per ASTM B94 of Type I EPS,Test Report ...... No.30VAG-500,prepared by Intertek Testing Services,NA,Inc.,dated 10/04/2005,signed W Javier Trevino. .:.... ..3, T . . 0#'r'epa't on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,Test Report •• •• •••• 'Np!M959-M,wepared by Intertak Twtmg Services,NA,Inc.,dated 09/15aM.signed ..... .... �C Y PeOaloz. . . .... .... ...... F. �TA1'$MENTS • •�►• StOwlart lefteis of code conformance to 2010 FBC and no Emancial inteeest;issued by •:•••• •••• Clopat Building Products Company,dated 11/1211012,signed and sealed by Scott Hamilton, •••• P.E. 414 earik s zo13 BE Utraa,P.& Prodsct(lwntrol Enmimer NOA No 12-iU&M Egdradoa Date February 7,2018 Approval Data Febraary 7,2013 E-1 4 13 2 1 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SET' REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 1 OF 3 1 REV. NO. ZONE: DATE: I ECN NO. APPVD: DESCRIPTION HOLMES -- 66, 66G, 6200 68, 6201 67, 67G, 6203 01 - 1/31/13 - SM I REVISED MIN YIELD (WAS 45 KSI). IDEAL -- SP200 SF200 SE200 OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT—RESISTANT CONSTRUCTION: GLAZING IS INJECTION D MAX. GLAZING SIZE N IM 18-1/2" x 11". SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL PACT-RESISTANT GLAZING ARE MOLDED GE LEXAN IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND (i) 20 G0. BACKER PLATE BETWEEN EACH SLX2432T,AN APPROVED CC2 PLASTIC IN EMBOSS LOCATION THAT CONTAINS A CENTER ACCORDANCE WITH IBC/FBC 26015GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH HINGE. ATTACHED WITH DOUBLE SIDED IBC/FBC 2606. SEE SECTION BN I FOR ASSEMBLY DETAILS. ACRYLIC ADHESIVE TO BACK Of DOOR. y A THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS BECTON MEETS THE (GLAZING SHOWN IN INTERMEDIATE SECTION.) WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING STRUT AND TOP BRACKET CODE AND IS LARGE- AND SWILL-MISSILE IMPACT RESISTANT. 7717/ / 17/ /� / ARRANGEMENT WITH STANDARD Y/ y ENDSTILE AND GLAZED (SHOWN). SECTION SOLID OR STANDARD AN TOP BRACKET ILE AND ARRANITES GEMENT SECTION. MEMO 16 GA. DOUBLE END STILES. ioI ---- -----mor MAY BE NOTCHED FOR LES. u------u - '- - 77 77' Y 7/ _ C ===r==- f-== 4 13 2 1 MODELS 24 GA SHORT 27 GA SHORT 1 27 GA FLUSH 27 GA LONGSHEET REVISIONS NS 4400, 4401 4300, HOG 4301, HDGF 4310, HDGL 2 OF 3 1 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION - - - - HOLMES -- 66, 66G, 6200 68, 6201 67, 67G, 6203 01 SEE REVISION HISTORY ON SHEET ONE. IDEAL -- SP200 SF200 SE200 D SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) DOTES: TOP SECTION WITH IT S: (2) 18 GA. GALV. 1. ALLTHE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK i0 1,95" THICK, 1/ DENSITY TRANSFERRED TO THE HORIZONTAL(LOP)JAMB.. STEEL TOP ROLLER BRACKETS (2-7/16" x HE T2x6 VERTICAL SEP O /Z OR BETTERJAMBS.NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM 3-3/4"). EACH BRACKET ATTACHED W/(4) INSULATION LAMINATED TO BOTH #14x5/8' SHEET METAL SCREWS. 2. FFOO O R e JAMB SEES A uA74A1UN DESIGN TOAD Of +342 LB k -378 LB.PER LINEAR EXTERIOR AND INTERIOR SKINS. SOLID TOP SECTION: (2) 12 GA. GALV. STEEL 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FOAM MANUFACTURED BY TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). FASTENER FLUSH MOUNTING SURFACE. PREMIER INDUSTRIES, INC. OR EACH BRACKET ATTACHED W/(4) N14z5/8" TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS SDI USED IN THE CALCLBATON OF ALLOWABLE FALCON FOAM. SHEET KETAL SCREWS. ADJUSTABLE SLIDE LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. ATTACHED TO TOP BRACKET WITH (2) WOOD FRAME BUILDINGS 1/4"xl/2" BOLTS AND NUTS PER BRACKET. MAX.O.C. �ATED�SYP(C RADEE DOOR02 OR OME�R)WOOBE D STUDS OF A STRESSGRADE�NOT LETHAN SS xTH AN1200 SI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 8'0-HIGH OR(4)2.6 TONGUE AND GROOVE JOINTS. 27 GA. (0,016" MIN.) INTERIOR STEEL SKIN PRESSURE TREATED SYP(GRADE/2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN (DRAWING DUALITY) WITH G-40 MIN. GALV., C 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 16'0-HIGH.STUD BAKED-ON PRIMER AND ABAKED-ON C WALLS i0 BE CONTINUOUS FROM FOOTING TO TIE BEAMS, j' 4"— POLYESTER PLANTED TOP COAT APPLIED TO 2x6 VERTICAL,IAMB ON REIE2x6 SYP GRADE 2 OR BETTER W000 JAMB SHALL BE ANCHORED TO GROUT REINFORCED�Op( I BOTH SIDES OF STEEL SKIN. WALL OR CONCRETE COLUMN.BLOCK WALL.CELLS SHALL BE FILLED WITH CONCRETE AND THE FOUnNG AND INTO TIE BEAMS.ALL BARS 14 GN. GALV. ROLLER HINGE. EACH HINGE SHALL BEREINFORC�CONTINUOUS FROM WITH T� BEAMS TO FOOTINNG PER BLOCK WALL OR CONCRETE COLUMN. L FASTENED TO END STILES WITH (4) /14x5/8" BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUUXNG ENGINEER OR ARCHITECT VIEW „I SHEET METAL AND (2) 1/4"x3/4" SELF OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 4" TALL TAPER STRUT. TAPPING SCREWS. SEE VIEW "B". MIN. 0.062'GALV. STEEL, 2x6 JAMB TO SUPPORTINGSTRUCTUREATTACHM NT MIN. 80 KSI. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MAXIMUM ONE 4" T-STRUT PER SECTION. (SEE ON-CENTER VIEW 'D") EACH T-STRUT ATTACHED AT DISTANSTEEL BETWEEN WASHERS 27 GA (0.016" MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2) BUILDING TYPE FASTENER TYPE OR FASTENERS*REQUIRED? SKIN (MIN. YIELD STRENGTH: 36.5 KSI, 1/4'x3/4" SELF TAPPING SCREWS. 1 0 DRAWING QUALITY) WITH G-40 MIN. 3000 PSI MIN.CONCRETE 1 ♦ x t AIN.EMBED TAPCON CO ETE 7-1 4 t O.0• GALV. BAKED-ON POLYESTER PAINTED B 2000 FS UIN (M r 3 _ 4 MIN.Eu _R ANKR - TOP COAT APPLIED TO BOTH SIDES OF - B -95f _ STRUCTURE _ STEEL SKIN. • FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR•!STALLED AT LEAST AS HIGH AS THE DDDR OPENING. CLOPAY ODES 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED NOT SUPPLY JAMB ATTACHMENT FASTENERS. uIHIMUM STANCE BETWEEN CENTER OF ANCHOR AND EDGE of CONCRETE BLOCK: 2-1/2",ExcLllawc STUCCO 7HOKNESS. WITH (2) 14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. -T HAp4 ` GO-�ENSFTpy�. O/14x5/e' SHEET METAL SCREWS SECTION A-A (SIDE VIEW) * :• No 63286 * IN4r+tylxBwi�Ib 0 •• ••• • • • • • •• * INDIAN O O • • •• • • • • • 3 1/4'x3/4` SELF 0 • •• • • • • ••• • A '9 STATE OF ."�/� 6YI� TAPPING SCREWS. - • • • •Ib• : • • PART NO.: N/A •,•,c Q, •��� afty 14 J NO HILA.CS 18 GA (MIN.) INTERMEDIATE HINGE U.1".S1.w Olxu.i.. 8585 Duxe VINDLOAD RATING A i�i,�S• O R Q.���_.`� YIEtlI� %AFW •-• TOLERANCES.. _rj�O ay t si3�� .0 - *:a;' 14.dudx FM 513 7>a3 W 6 D P3* 8 • f *__} DESORIPTION: !' DOORS TO 18'2` (SEE TABLE FOR MODELS DESIGN ENGINEER: Cr • 000 - 1.007#),• BY: Sy • • DATE: tt/6/t2 SCALE: NTS OwG.R SCOTT HAMILTON, P.E. + �,S •4°�'°i- #J/ri HLAC D 9Y: TE: 11/8/12 SHEET 2 OF 3 SIZE 1J F RI I NS No. 6 uola SIoIMMOU—iu ARE IN wcHES. WG.•NO.: IP{751 • VER: MD ' 4 3 2 � ••• ••• . " . .. .. . . . .. .. ... . . . ... . . 4 1 3 2 11 MODELS 24 GA SHORT 27 GA SHORT 1 27 GA FLUSH 27 GA LONG SHEET' REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 01 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES -- 66, 66G, 6200 66, 6201 67, 67G, 6203 IDEAL -- SP200 SF200 SE200 D 2' TRACK CONFIGURATION Pl M TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK DDDR OPENING DOES NOT AFFECT THEUPPORT NTDOOR D DOORS UP TO 800 LBS. WND LOAD RATING OF THIS DOOR. INSTALLER(TO SUIT) DOOR COUNTERBALANCE SYSTEM JAMB CONFICURATtON DOOR DOORS UP TO 800 1RS. 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO HE�HT �• JAMB WITH CK 5/16'X 1-5/8'LAG SCREWS _ 1'DOOR OVERLAP AND TO TRACK WITH(2) 1/4'RIVETS. (EACH SIDE) J'MIN. 2.6 SVP WORD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(r0 SUR). Y - JAMB PREPARATION NOTE". () 06 X 1/2'WAFER SCREW. inn= AS R00:SPACING NTE i4"O.C. - 16 CA GALV.STEEL DOUBLE-END-STILE FASTENED WITH 1 _ ENO STILE DIY.: 5-3/4 X 2-1/8'X 3/8". 63' 2"GALV.STEEL TRACK, 2-I/2"% 12 CA GALV.STEEL x TRACK THICKNESS:0.083'. TRACK BRACKETS FASTENED TO 50• - WOOD JAMBS WITH 5/6•X 1-5/a' 71, 7/la'I.O. ROUND 18 CA GALV.STEEL CENTER HINGE 7• - LAG SCREW'S NOT TO EXCEED 1{" PUSH NUT FASTENED TO INTER.STILES W/(4)EACH _ 1. - ON-CENTER.WN.OF(9)LAGFASTENER. 014x5/8'SHEET METAL SCREWS. C TYP.2-1/2'X 12 GA GALV. = SCREWS REOUIRED PER JAMB. STEEL TRACK BRACKETS, GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 014x5/a• l� ATTACHED r0 JAMB G S (1) _ SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. 24" 5/16'X i-5/6"LAG SCREW PER 4- 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. - 12 GA GALV STEEL TRACK BRACKETS WITH EITHER(2) 1/4"OW RIVETS OR 2"OLA. 7-1/2'LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10" _ (I) 1/4"X 5/8'BOLT is NUT PER SECTION C-C 7 TRACK BRACKET. LHR BRACKET(2-1/2•■ 5-3/4"x 12GA) PREPARATION OF JAMBS BY OTHERS ATTACHED WITH (2) 1/4'x 3/4"SELF TAPPING SCREWS.NOTE THAT LHR BRACKETS ARE ALSO USED WITH *DOUBLE END STILE"AS SHOWN IN ILD.rE:TRACK CONFIGURATION ABOVE THE ZONE 8-3 SHEET 1. 3"TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER WINO LOAD RATING OF THIS DOOR, ODORS 800 LBS AND OVER, Low HEADROOM TR CK CENTER HANG REQUIRED FOROPTION DOORS OVER 6'HIGH. (AVAIL FOR BOTH 2"AND 3'TRACK) BLE HORIZONTAL t•DOOR OVERLAP(EACH SIDE) TRACK. B �{ 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2:8 SYP WOOD JAMB. SEE STOP MOULD"BY DOOR INSTALLER(TO SUIT). THICKNESS:0.101•.ANGLE THICKNESS:0.090•. HORIZONTAL TRACK 'JAMB PREPARATION NOTE". 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) /e x 1/2"WAFER B YIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8". SUPPORT BY DOOR SCREW.ENO STILE ORI.: S-3/{ X 2-1/8'X J/8'. INSTALLER(TO SUIT). by VERTIGL/HORIZONTAL TRACK 14'W110YUM SPACING 3-1 4 2-7 JU11 NCTION.TWO 1/4"BOLTS FROM LAST MOUNTING /'x /6'WN.x 0.080'TAPERED iI NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAG BOLT MOUNTING AT TRACK 18 CA CAIN.STEEL CENTER HINGE CONFIGURATION ON PACE ONE. 7/16'I.D. ROUND FASTENED TO LATER.CENTSLES WING EACH ADDITIONAL MOUNTING SLOTS L USN NUT 014x5/6'SHEET METAL SCREWS. NLi�— SPACED AT 12"CENTERS. lkill LER NGES FASTENED TO END ,�`,`yGO� GEN•• '`TO i,�, ' t 2'ON CENTER 0TAPERED ANGLE WITH.10 TATO APERRED�OI4E TRACK BOLT TO AND(2)GALV.GALV.STEEL TRACK FASTENED 7A. /i EACH SELF 0IR144/ HISCREET METETAL SCREWS ENLACE, (`'•.2 �i� {g• NUT AT EACH IAOUNT9IG SLOT. No 63286 = 3" 1 2"L •• ••,QIA�- Sf�14 OJkI BMWiC STEEL ROLLER. -SECTION C-& •* •L $"TRACK BOLT AND NUT AT EACH • • • • • i • * C 1P MOUNTING SLOT LOCATION. PREPARATDN OF JAMBS BY•AI'NERS • ••• •• A STATE OF :<LA� E DOOR VERTIGL 1 N p • •4 • PART NO.: N/A ^ i 0.n'•..0 Q. :_��� 22" HEIGHT TRACK LENGTH •Sl° xx _�IO q� B5e5 plk4 NryA VINDLOAD RATING !1 ��."lot ,00�`,, OO' 1-- 1 oNE 5/16'x 1-s/e'LAG SCREW SPACED AT THE SAME TOLERANCES- 1.031 F 513-770-48M� DP 3 8 DISTANCES AS THE TRACK BOLTS(I.E. 3-1/Y, 10',22',34•, • AU/•, *.001 DESCfiIPTION: Q' EPS•NS. DOORS TO 18'2' (SEE TABLE FOR MODELS -/2" 14- 46'• ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28",t • DESIGN ENGINEER: ,w.�M BOTTOM. ��SCREWS�LOCATED� .00ae . :.00 • DR1lWM BY: TE: t t/a/12 SCALE: NTS DZE-R RTICAL/"=ZONML TRACK JUNCTION. �xQ�i� iI/ HfiCKID 4 Ela • TE: it/8/t2 SHEET 3 OF 3 SIZE lJ SCOTT HAMILTON, P.E. I VE �4qq MMIO4.. I .ICENSE 86 DiYEiSWMoNSmEa W INCHES. W 0.: IWj51 • VER: NO or . • • •• • - . . . . . . . . . . . . .. .. . . . .. .. ... • ... . HETe(�Se/u •.. ! k) ^ . ' � . • ..•, . � • .CEJ c� -3r2. . . .. . . . , :1 1 ?TK L- WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR - COMMERCIAL SIZES 17S MPH, EXPOSURE C, 2010 FLORIDA BUILDING CODE (ASCE7-10) DADE CO., FLORIDAC0 kWy THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: Q ���D�fn PRODUCTS"y�Oni t��c 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) (,]�,J ' G P ( VV J ACCORDING TO ASCE7 CALCULATION METHODS. A Grff(-wi CoiT)I'xtr-CJ 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 21' 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 W 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 N Fn 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 0 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6 -45.4 +37.0, -45.9 +37.3, -46.3 Z 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 W 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 -41.3 +34.6 -41.8 +35.0, -42.3 +35.4 -42.8 +35.7, -43.1 O 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' 25' 8'x7' +:3&T,.-48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 .3:K8' +3U.0,,-47.4.-F_3_0.3, -47.8 +38.6, -48.2 +39.0, -48.6 Fn. 9' 7' + 0!•-47.j +3$.3, -47.9 +38.7, -48.3 +39.0, -48.7 0 9'x8' +37.6, -46.1.L32.0, -47.2 +38.3, -47.6 +38.6, -48.0 Z. 6'x.7' +36%499,44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 ui ]rfs'�' +36! , -43.5."M.3, -43.9 +36.7, -44.3 +37.0, -44.7 O 1'8'x'7 + 6!1'.-43.6.'V-36.4, -44.0 +36.7, -44.4 +37.0, -44.7 ��t � };����'��y�x '&' +3577; -42.9 6.0, -43.2 +36.3, -43.6 +36.6, -44.0 ,�'� �� �-- RST .�.t.R�� THM"CA1 CoItLATION SHEET IS ONLY VALID FOR'THE FOLLOW' IiG BRANDS: CLOPAY, IDEAL AND HOLMES.. NATE OF RR Scott Hamilton, P.E. 104,, C pE R� P 8585 DUKE BLVD. MASON, OHIO 45040a �l��i� � (513) 770-4800 sig atur 5/17/2012 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT]