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WS-16-688 Miami Shores Village Permit Type.=Wl dowsl$h" 10050 N.E.2nd Avenue NE 'Pe n arta� t�Qn:Carte Door Miami Shores,FL 33138-0000 N"° Phone: (305)795-2204 e 7 i t'4i ' APPROVED �L0FRt ' Isu�rte:412t2#t18 Expiration: 10/09/2 1 Project Address Parcel Number Applicant 534 NE 95 Street 1132060140820 Miami Shores, FL Block: Lot: MIRYAM ROJAS Owner Information Address Phone Cell MIRYAM ROJAS 534 NE 95 Street (305)498-1227 MIAMI SHORES FL 33136- Contractor(s) Phone Cell Phone Valuation: $ 1,300.00 JULIAO GARAGE DOORS 305-826-0250 _.. . .... Total Sq Feet: 59 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-3-16-59030 $2.00 03/16/2016 Check#: 1254 $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 04/12/2016 Check#:1305 $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF AVIT: I ify J�E regoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi n zoning. Fut erize the above-named contractor to do the work stated. April 12, 2016 Authorized Signat :Owner / Applicant / Contractor / Agent Date Building Department Copy April 12,2016 1 Miami Shores Villaerp Building Department MAN I is 2 Is I I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 l Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 S1-1 FBC 2®1`'I BUILDING Permit No. (o —4o�1— PERMIT APPLICATI®N Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 4 City: Miami Shores County: Miami Dade Zip: 33 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 30NL , �� IL �� Phone Address: � � tT City: 1 Q&&i State: L Zip: 3 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Na ((A buvaov06us Phone#: 6 -029) Address: U .W ` City: k i(A IPA•t State: l— Zip: 3-3 61 b Qualifier Name: �US� ��,` y �� Phone#: v(st 2-4 — v State Certification or Registration#: Certificate of Competency 2- Contact Contact Phone#: i Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ SquarelLinear Footage of Work: Type of Work: ®Addition UAlteration ®New Uhi epair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ ' � Permit Fee$` ® " 03 CCF$ f CO/CC$ Scanning Fee$ a Radon Fee$ DBPR$ Q ,C� Bond$ Notary$ Trdiniag/Education Fee$ a° "'10 Technology Fee$ 1. G O Double Fee$ 10 Structural Review$ 5z' _ TOTAL FEE NOW DUE$ —:�& Z® Is 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 commenc ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed. In th ab ence of such posted no ce, the inspection will no approved and a reinspection fee will be charged. Signature Signature weer o gent �VI ntractor The foregoing instrument was acknowledged before me this The foregoin instrument w acknowledged before me this day of20 LQ,by �Y A(IQui day of ,20 ,by who is personally known to me or who has produced, who i ersonally kno to me or who has produced �`1 IL &fAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 0 Sign: wi Sign: dc I KI Print• t W--.4. 4ov GISELLE LOPEZ Print GISELLE LOPEZ My COMMISSION#FF960020 COMMISSION#PF960020 My Commission Expires: S uary 1.2020 My Com EXp S Feta 020 EXPIF2E Fehr 1 IRE February 11.2 14C7bWW:5;i rlurulaNu;a yc..„ �nc7iatt+Au•s'i rk,rxla(tlo;d Sernw.wn ��**�u*s<��*******�x�*u�*a�***�� m� ��s'�:��ss��sa��m�•��s=��#�� APPROVED BY << l V Flans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CTQB, Board BUSINESS CERTIFICATE OF COMPETENCY 99BS00382 JUL.IAO GARAGE DOORS INC D.B.A.: X�LIAOPOSE LUIS Is c ertlfied under the provisions of Chapter 10 of Mhami-Dade73'd H CouMy s aoo(3snaNi 13E)V8Vo zzo0 tstaaval DNiAAiivno r L vx'y� w IND grow Owllfl�rA,' 88C.TYPE OF BL� PAVMeNT .."GARAGE DOF3R;3;INC 196 - SPECIi �rr � CONTRA JWTMcm6CTOWN -4400 00/10/2015 1klioftr(s) ?;, 98BS 82 :<. i IS-06,1760 This Lseall Tax Local Bwlasss Tax.Tbs"pt Is ad a Bosom., pmmlR m eta an o�.tbr�btafs Ho(dar Sanm oo j vnm aap5o"mm me!' or ragUk ;Ie�as aad r tib apply . Tha BEf PT NQ abop be dbph td oo all saa ierslal Cade Sea 8s 27L .'Farre laloem�loa.vbdt ti b �J{w1q �x � .rTx 9 T.R„ •J 9f..^..}�y2o E t � t 1 2 t r � OAR 9YP6 OP®U WARM J GARAGE DOOM INC SPEI: N B��A��l �y '175.00, 09/10015 0221-15.007760 e1Pt is aadtatlw toUat Aesa ,B ;B Key Bim. �1 Ber�eoa,WaftakK POMM®ag, v Of Cadsr Bay. Earmmre vloit DATEPOACUT ) CERTIFICATE OF LIABILITY INSURANCE 8/18/2015 THIS CERTIFICATEIS ISSUED ABA BATTER OF INFORMATiONONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATENOLDRR.THIS CERTIFICATE DOES NOT APPUiBATTVELYOR NEOATIVELYAMEND,EXTEND OR ALTER THE COVERAORAFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERISh AUTHORCIED RBPAESENTAT1VEDR PTAODNCER,AND THE CERTIFIOATISHOLD511. M 4MANTt N tto mhddw lsan ADOMONALINSURED,tta polcyows m t bamdomed,N SUBROGATTOBB WANED,eubjoMto thet0TI11bandonfillmafthe p0IWMtftpdkJ8wwynKuk=Qnd0eemvRLA 82aftanwOnthbmRficaldamrAt Wda"IE1118to the cemwmbcddw In Sm of such mWotamnwgse PROGK ER CONTACT NAME BEACON INSURANCE GROUP INC (305)468-6503 M.Na (305 266-9706 F ,No: 8567 Coral way #301 ALIM DORES& angel9iasurer.aem Miami, FL 33155 BIBUAaFtB)AFFORDND covERaOR NAta INSURERA: UNITED SPECIALY INS CO. RasuREa JULIAO GARAGE DOORS, INC ENSURER B: 8004 NN 154th St, #244 C: MIAMI LAXES, FL 33016 INSLMMD: INSURER E: I F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICES CF INSURANCE USIED EBDW WAVE SEEN MSM TO THE NAMED ABOVE FOR THE PCUCY PERIOD INDICATED. N071NRXSTANDINO ANY REQU IRBAENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VNCH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INS AFFORDED BY THE PpTtTBS DEQ HEREIN IS SUE ECT TO ALL THE TERAS, 81CWSIONSANDCONDITIONS OF SUCHFOUCES.UNITS S•IOMMAY HAVEBEEN REDUCED BYPAID CLANS. °me POLICY TYPEOFINSURANCE POLICY NU0I3 LIM" X CONN'RCIALCfO®tALLIAm1TY EACH OCCURRENCE b 1,000A00 QAs18EN08 OCLTlR 8 100.000 xweXP w=peGaO b S'220 3 DCGO017400 6/28/15 8/28/16 PERSWOL&ADYWAM b 1,000,000 GEN'LAGGREOATRAL E UNIT APPUES PER: GENEASONSMATE i 2,000,000 X Po„CY ®,ERCT ®IOC PROOLCTS.DOp6100PAGG b 1,000,000 OTHER Mmully 11 AUTOMOBILE UABNTY oIQt b ANYAUTO BODA,YuQuRY(Farp=w) ALL OWYNED � ® BOOBY IKAW(Par e i AUTOS AUTOS NUTONMFD b ieED AUTOS AUTOS t UMBRLLA UASCODW Pana O b EXCESS UAB CLAwaNa� AGGREGATE OED RETENTION i i C07�EABA7{91N N BMPLOYERTUASIU Y STATUTE ER Y/N eaaweer NIA &L EACHACCIDENT b NH) E.L DISEASE-EA EMPLOYEE b Yom.QaaaDe vtler OFDFERATIONs r>ebw F..L nIBEABE•POJCY uwr b DESCRIPTION OFOPEPATt=ILOCATtONSIVEH=a(AtbRD 101.AQOmW FwnmbBac*ft a"be avaMW N W=bmo&4 . 99BS00382 CERTIFICATE HOLDER CANCEL(-ATION MIAMI. SHORES VILLAGE HALT SHOULD ANY OF TkB AEWE DESCRIBED POLICIES BE CANCHIID BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE MALL BE DELIVERED IN MIAMI SHORES, FL 33138 ACCORDANCEMiMTHEPOUCYPRDYI . AUDI REPRESENTATNE +888.2013 ACORD CORPORAT1CN. All rights warved, ACORD25(2013/04) The ACORD name and Ie®G are r4gletarod roaft of ACORO u ' f 1 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/11/2015 EXPIRATION DATE: 6/10/2017 PERSON: JULIAO JOSE L FEIN: 650896237 BUSINESS NAME AND ADDRESS: JULIAO GARAGE DOORS INC JULIAO GARAGE DOORS 8004 N.W. 154 ST.244 MIAMI LAKES FL 33016 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.06(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),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 meats the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 CERTIFICATE OFDATE(MFR>DIitYvt+Y)01/12/2016 _ THIS CERTIFICATE IS ISSUED A$A MATTER OF INFORMATIONLY ANC!COIV N 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 TIME CERTIFICATE NOLDER IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)mint be endorsed. if SUBROGATION 16 WAIVED,subeOt to the terms and conditions of the policy,certain Policies may require an endorsement, A statement On this certificate doss not confer rig Is to the certificate holder In Ileu of such endorsell nt e. )DUCER CONTACT Paychex Insurance Agency Inc P'AY'CHEX INSURANCE AGENCY,INC, PHONE _ 150 SAWGRA$3 C I m 877-26"850 __ .._ _ _ ,ftel' 38E-.7 2f..... .m.... ROCHESTER,NY 1 � 6; Cefts@paychex.com IId3C6_RE R$D_AF FORDING—CO I* FiAIC N JReD £ II�6IURER A: Associated Industres Insurer£ Company I e�31A0 t_ _ ,IULIAO GARAGE DOOR s,INC, WSURER a 3004 NW 154 ST _ #244 INSURER C � MIAMI LAKES,FL 33016 w. IIS OURER D _.....v I IN6(3CI +VERAGES CERTIFICATE NUMBER. REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THF 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 PERTA=IN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLU31t3Pt8 AND CONDITIONS OF SUCH POLICIES.LiMITEsSHOWN MAY HAVEN{EDUC'E€BY PAID CLAIM TYPE OF INSURANCE L II POLICY NUMBER PO Y of PtOUCY LIMITS GENERAL LIABILITY £ EACH cif r utdA€racF �s GC3hlMR GENERAL LIABILITY S _ £ >3ACi TO fd t Eft i - ESy exur .racan) P0MCftAL S ADV IN IURY t3CId L AGGREGATE LIMIT RPfN.£FS REQ; , ' •••� .— 3 3 t3EI�IE:�R(.R�3v},s,;;13�3i�` t €11,IGY y t F"fifiJYt.�9E LOC 1 j s 3 AUTOMOBILE LIABILITY � ;COMBINED SINGLE LIMIT I AWAUTO i ALL OWNED Xlf6T,Jr$&D£i`p£HIjU R'r 1� AUr*' - :At1TOS I Etf tc 3l _u .f tS'€YErb AUTOS ,. %2" ! !EIt3tIILY fN�1UFff IyRC PE R rY DAMAGE UV"U"LIAO �OCCftR ERCIit3�CE)12REPJu1 Elxcus WAS I_____.�ctAft, -VAOF 1 AOr�LC�,ATE:..„.._._..m...�.._.: ' .._....._. __. WGRA sCOMPOlv:�darMAW srasu. Ars r a>>;cYest rw j AWC10 132 0311112016 '02/1 112() £. #R,LEACH ACCIDENT E 1 000.IO ANY PRtNMtETfiRiPAR'NIMM ECUTi°E l OFF:MawkmftR exck'owlr' t.., L OIr3l;4 EA EM E S.,�..I I 000.00 t afsxafarY f» 1 Y j i NIA ? E.I.,N$EASEe-POLICY LIMIT It 1, ,000.00 fsya�,aanmirxunef� � � ” I I I 1 CRiPTION Of OPERATIONS LOCATIONS J VFMCLES(AdMth AGORO 101,AdOW0031 EL+0443M.Ssh WvI0,If moft*p3ov£�roqulrad¢ LICENSE#OSSM3.32 RTIFI ATE HOLIER CA CELLATI 3�I MIAMI SHORES VILLAGE BUILDING DEPARTMENT S"OULO ANY Of THE AQOV9 00=60 POLICIES Be aCE"ED 90CRE THE EXPIRATION 10050 ISE 2ND AVE DATE THEREOF,NOTICP.WILL U Orz]Lft"60 IN ACCOROARCE WITH THE POLICY MIAMI SHORES,FL 33135 PROWWONS,SUT VAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO Cd0USATION oR LIABILITY OF ANY KIND(WON TIIE COMPANY,ITS AGENTS OR REPRESENTATIVES. AU'HOPaED REPRESENTATIVE ,} ORD 25{2t 0166} 01$56-2010 ACORD CORPORATIOW All rights reserved. Pie ACORI)name and logo are registored marks Of ACORD 400 A St�oREs pr :.i. �� Miami shores Village Building Department O s 1% 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: -1,a4 I, /Contractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: ,-3 � 4j&- .9 f From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dp rtment to on in permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: l� PERMIT CLERK INITIAL: • `Ploridd Building Code Garage Door Windload Design Pressures Report #DPR-160310-A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for"components and cladding" (Exposure C), 175 mph ultimate wind speed for Miami- Dade County. Address: Miryam Rojas - 534 NE 95th St. M AR 1,6 2016 Miami Shores, FL 33128, Miami- Dade County lPY_ Garage Opening Size:8' 6"x 6' 9" rr Y Mean Roof Height: 160" Roof Slope: Not provided (use grey ' tz 5 Measured Minimum Building Dimension: 37' 9" E 6 ti. ✓ Measurement of Nearest Garage Door Opening to Building Corner: 1' 9" 3 Positive Design Load:+35.5 PSF Negative Design Load: -40.3 PSF i The following Clopay Building Products Company Doors mei . et�i re -quire -forthe-stated4oads:— Clopay Model Cypress 4302W8, 8'6"x 69",Approval# 15-0225.24,Dwg AP, Wi dload pacity-±541-6D-PSF. I IR,IFCTTO CfDM['LIPJ'JCC W17I ,',I L F L L I H,':_ T Trhn! I!'j TY TI The design loads shown above area are based upon the measurements listed above for"enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 5th Ed Florida Building Code (2014)for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The"structural interface"of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated fprtae subject door, and details for installation are provided on the certified, approved drawing, as listed above. ...••• ...... .. .. ...... AIW10�- Off. /�r °®I •••••• �••••• ��•5G. •�C E!V S O,L�� F•• ,...... .... ...•• No 63286 �••••• -p: �„ . • 000 Scott Hamilton, P.E. :'3: STATE OF : 4vA. .... :" Florida P.E. License No. 63286 'O�T'•.A, P•:��:� •••• 8585 Duke Blvd. �'.�S•�•0 R k. '• ��`� Mason, OH 45040 ° �, (513) 770-4800 3/10/2016 t 1 rs• +� ¢r. •..as r• ae �r O �•®.+0w �+ • �i e� 41 •0• 00. ' . . 0.0 •....• • .0 .00000 669.9. . 0000.. / ` u, � �• 0000.. • • .. . •0.0• ... 0000 0000. • 00 •. •• • .0000 • ' 0000.• • • . • • • 0000.• 0000.• • • • 0009• •• • 0000 •• • 0 0 I M I. MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww .miamldade.eov1eeonomv Clopay Building Products Company 8585 Duke Boulevard Mason,OR 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami- Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the high Velocity Hurricane Zone. DESCRIPTION:2"Gallery EPS Insulated WS DP54 Steel Sectional Garage Door up to 9'41 Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT:Drawing No. 104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet 1 through 4 of 4,dated 07/08/2008,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,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: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 chang0 l fft materials,use,and/or manufacture of the product or process.Misuse of this NOA as an entrsertept of an:?Ofo'tluct,for•••:• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to cdftplywith aqe septl)n of •. this NOA shall be cause for termination and removal of NOA. •••••• •• "'•'• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Frolrrd'a'and followed by the•••• expiration date may be displayed in advertising literature. If any portion of the NOA is dia f faj ld,then a4hal be dung•••• in its entirety. 0000 ••• • INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturerer distri d shall be available for inspection at the job site.at the request of the Building Official. This NOA revises NOA#14-0514.05 and consists of this page 1 and evidence pages E Ind E&2, aswell as...... approval document mentioned above. 0 :so...•••• • The submitted documentation was reviewed by Carlos M.Utrera,P.E. 0.. see:** • NOA No 15 -0225.24 MFAMt�i g gco tvrr"I all Expiration Date: December 16,2019 Approval]Date : May 21,2015 J� Page 1 Clopav Building Products Company NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet 1 through 4 of 4, dated 07/08/2008,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#14-014.0" 1. Test report-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 Along with marked-up drawings and installation diagram of 9'x 8',27ga steel garage door Model GD2LP with Lexan MR10 windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0326.01-13,dated 05/01/2013,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 E$ Along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by American Test Lab, Inc.,Test Report No.ATLNC 1105.01-13,dated 01/14/2014,signed and sealed by David W. Johnson,P.E. "Submitted under-NOA#09-0929.10" 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of a 9'x 8',27ga,Series Q Ilery, Model GD2SP steel garage door,prepared by American Test Lab,Inc.,Test Repoj%tIp .. ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by Davin.NYrJghnson,p.E. . .' 4. Test report on Salt Spray per ASTM B 117 of painted G40 galvanizeci gg4Vd panus,Wipared...... by Stork Materials Technology,Test Report No.30160-04-63365,cW@4 Q1/26/2005psigned • by John D.Lee,P.E. 6699 • 6666 6666.. 6666. to , 9• o �••••; 19roduct ControlVxpminer NIDA No 15.0225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E-1 Clopay Building ProdUc g Comuanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0514.05" 1. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 04/11/2014, signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#09-0929,10" 2. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 09/04/2009, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717,01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07117/2018. 2. Notice of Acceptance No, 12-0605.05 issued to Bayer Material Science LLC (MA) for their Makrolon Polycarbonate Sheets,approved on 12/06/2012,expiring on 08/27/2017. 3. Test report on Surface Burning Characteristics,per ASTM E84 of Premier Industries'Type I EPS,Report No.3082960-500,prepared by Intertek Testing Services,NA,Inc.,dated 10/04/2005,signed by Javier Trevino 4. Test report on Ignition Properties of Plastics per ASTM D1929 of Premier Industries'Type I EPS,Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc.,dated 09/16/2005,signed by C.Anthony Peflaloza. 5. Test report on Surface Burning Characteristics,per ASTM E84 of Falcon's Type I EPS,Report No.3094867SAT-001,prepared by Intertek Testing Services,NA,Inc.,dated 04/13/2006,signed by C.Anthony Pef aloza 6. Test report on Ignition Properties of Plastics per ASTM D1929 of Falcon's Type I EPS,Report No.3094867SAT-002,prepared by Intertek Testing Services,NA,Inc.,dated 04/04/2006,signed by C.Anthony Peftaloza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5'edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton, P.E. 0000 . . 0000 0000.. "Submitted under NOA#14-0514:05" •• •• •• 2. Statement letters of code conformance to 2010 FBC and no financial interest,both Is�aued by ••••• 000000 . Clopay Building Products Company,dated 04/11/2014,signed and sgaJV4 by ScgXt HAnilton,.0000. P.E. 000000 000000 00000 000000Art, 000 00000 0 . .. .. 0000.0 • 0000.. rS • . . 0000.. Utt3rera,P.Fe 000*: 1%dutt ConAlMeminer • NOA A015-6225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E»2 4 3 AV 2 MODELS SHORT LONG CYPRESS MODELS FLUSH SHEET, REVISIONS CLOPAY GD2SP, GR2SP GD2LP, GR2LP CLDPAY 4302, HDGC 1 OF 4 REV. N0. 20NE: DATE: ECN N0. APPVD: DESCRIPTION GALLERY 04 - 7/3/14 - SH REVISED PER DADE COMMENTS. HOLMES AR2SP AR2LP HOLMES 6202 THIS PRODUCT CONFORMS ARTISTRY TO THE REQUIREMENTS OF 05 - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT. IDEAL ED2SP ED2LP IDEAL SFC68 THE 2010 FBC AND THE EXPRESSIONS FIFTH EDITION FHC. D OPTIONAL GLAZING SHALL BE IMPACT RESISTANT GLAZING. MAXIMUM DOOR HEIGHT GLAZING SIZE {ILO) IS - D EI OF MOF WTERM. 38-1/2"x13". GLAZING MAY BE SHORT-PANEL (SHOWN) OR LONG-PANEL (NOT.SHOWN). SEE DOOR AJIDTH SECTIONS HINGES/JOINT SECTION 8-0 ON SHEET 2 FOR DETAILS. UP TO 6'0• 3 6'2' TO T6' 2 GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE SECTION (NOT SHOWN). 6'3' TO 8'0• 4 T8' TD 9b' t INTERNAL AT EACH HINGE 8'3' TO IO'0' 5 LOCATION ATTACHED TO SKBACKER PLAT-LOC CLINCHES. I11.3' TO 1210' 6 ---,►A 12'3' TO 14'0' 7 14'3• TO 16'0• 8 MAX SECTION HEIGHTS 24' �—� � ¢ � � � � �V'm .8« B F------� VIEW "C" C rn K -- - 1 1 l i ----' I` - -- 1 I ��-------_� L_ ---- U-BARS MUST BE INSTALLED S _ _ ON TOP OF HINGE LEAF. SLIDE BOLT LOCK �z r--- ----t r-- ---- ---------t - ------ t ENGAGES IMO 11 - -i t 1 f.-_-----�1 1' - -I i i i i ,i i t 1 i T i t i END VERTICAL TRACK. U I I I I 11 1 1 t i t l 11 STILE ONE LOCK ON ow. I'------- I I __-- +`- i 1 _--_-'t TWO POINT LOCKING EACH SIDE OF INTO TRACK. DOOR. •o I i 1 1 1 I i 1 1 I ASIDE SLIDE BOLT 11 11 i1 11 11 11 11 11 SNAP LATCH ENGAGES LOCK OPTION. L -- -- END -------' ONTO VERTICAL TRACK. ONE SNAP LATCH ON STILE. OPTIONAL OUTSIDE KEYED _—�,A EACH SIDEK B LOCK POSITION OUTSIDE B MAX. DOOR WIDTH = 9'-0" HANDLE. LOCK BAR OUTSIDE ENGAGES IN SHORT PANEL SHOWN. KEYED TRACK ON LONG PANEL AND FLUSH ALSO AVAILABLE. HANDLE EACH SIDE OF DOOR. E OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. til t e► Jr •^ • • • • • • • • M14x5/8" SHEET FACTORING PRODUCT CODE �.'• (-y� veauuc+ s• .;•; •• METAL SCREWS DSIL-1F471 • i • • DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. • •�� • •• PART NO.: N/A O: A i9 STATE Of .•�� 1/4'x3/4" SELF ud—Stored Oth—i a 859.5 BAe Beel@rmd VINDLOAD RAYING A �'�qp•,t P �((/,� O TAPPING SCREWS Yawn.OH 45940 USA TOLERANCES a a I-MOH strrro m \ , n •••� ••• ••• o a00= :.01s DESCRIPTION: R.5EPS SINGLE CAR V� S 60 PSF PS P S�I �h H4T • • • • • • DRAWN BY: BFA GATE: 7 8/08 SCALE: NTS • • • • • • • • • 14 GA END HINGES 18 GA INTERMEDIATE HINGE 0090 o 6.001 / DWG DESIGN ENGINEERI •• • • •• • • • • • HESS "9' YJ14� De�reea= f V2' CHECKED BY: -- DATE: -- SHEET i OF 4 ISIZE SCOTT HAMILTON. P.E. • •• • •• • • • Uebce Staled Othlr4W. FLORIDA LICENSE NQ. 63288 • •• • 000 • 1>DAENSu*IS pad w wcmf&l DWG. NO.: 1041.19 VER: MD 4 3 2 1 ••• . .. .. . . . .. .. 4 3 2 MODELS SHORT LONG CYPRESS MODELS FLUSH REVISIONS GCLOPAYALLERY GD2SP, GR2SP GD2lP, GR2LP CLOPAY 4302, HBGC Z OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLMES 05 1 — — — — SEE REVISION HISTORY ON SHEET ONE. ARTISTRY AR2SP AR2LP HOLMES 6202 IDEAL EXPRESSIONS ED2SP ED2LP IDEAL SFC68 D D IMPACT—RESISTANT CONSTRUCTION: SOLID DOORS(NO GLAZING)OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE IMPACT—RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)OR BAYER MAKROLON GP(VERSIONS ALSO APPROVED: SL,AR, 15), APPROVED CCI PLASTICS IN ACCORDANCE WITH-IRC/FBC 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH F0C 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE— AND SMALL—MISSILE IMPACT RESISTANT. C SECTION B—B (IMPACT—RESISTANT GLAZING OPTION- C INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE. EXTERIOR OF DOOR. #B-18 x 1/2'SELF—TAPPING SCREWS: (12)FOR SHORT UTES; 16 FOR LONG LITES. 3/4'GLAZING BITE. #8-18 x 1/2' SELF—TAPPING SCREWS: CELLULAR PVC RETAINER. B FOR SHORT LITES;(12)FOR LONG UTES. FRE. ALUMINUM B 1/4' THICK POLYCARBONATE GLAZING. IMPACT—RESISTANT GLAZING DETAILS Pp,O,0 KA41/4",*i •`•, •• Np 8 8 -- • • • • •• MANUFACTURING PRODUCT CODE `irk �'• •� °' • • s • DSIE—IF471 * • • � • ` •• DESIGN LOADS: +54.0 P.S.F. & —60.0 P.S.F. .0; /q. • • PART NO.: N/A A A 9'. STATE OF .�� • •• Unless Stated other se ® 8585 Duke 8oulesdrd VINDLOAD RATING '--�'• p �� TOLERANCES ore ('jlo -a Nossn.0H 45040 USA .Oa *.031 6�r as I ft.590. 13770--4� W8 DP54 .ON......`` ••• • • • • .00 e t�� DESCRIPTION: GALLERY 2" EPS SINGLE CAR +54/-60 PSF DESIGN ENGINEER. • • • • • • • • • • .00ao = m.001 DRAWN BY: BEA DATE: 7/8/06 SCALE: NTS DWG.R • • • • • • • • • Degrees *1/7 CHECKED BY: -- DATE: -- SHEET 2 OF a SIZE B SCOTT HAMILTON, P.E. • • • •• :• • •• • • Unless Stated OtherNiu FLORIDA LICENSE No. 6328 DI1(£NSIONS ARE IN MCNES.DWG. NO.: 104319 VER: MD to 4 so 2 . • • • • ••• . . . . . . . . . . . .. •• . . . .. .. ••• 0 0 0 000 0 0 4 3 2 1 SHEET, REVISI DNS MODELS SHORT LONG CYPRESS MODELS FLUSH 3 OF 4 REV, N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY GD2SP, GR2SP GD2LP, GR2LP CLOPAY 4302, HDGC — _ _ — SEE REVISION HISTORY ON SHEET ONE. GALLERY 05 HOLMES Al Al HOLMES 6202 --( 2"THICK ARTISTRY 27 GA. (0.016" MIN.)STEEL EXTERIORII SILICONE FILLED CHANNEL SEPARATES IDEAL ED2SP ED2LP IDEAL SFCb6 SKIN WITH G-40 MIN. GALV., BAKED—ON FRONT AND BACK SKIN OF DOOR. EXPRESSIONS PRIMER AND A BAKED—ON POLYESTER p D PAINTED TOP COAT. MIN. YIELD 35 KSI. 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTEROIR JAMB TO SUPPORTING STRUCTURE ATTACHMENT AND INTERIOR SKINS. FOAM INSULATION IS AN HORIZONTAL(TOP)JAMS i APPROVED FOAM PLASTIC (PER FBC 2612.2) AND (NO LOAD FROM ODOR) NOYES. _THEN MEETS REQUIREMENTS OF FBC/IBC 2603.4.1.9. 1. ALL THE THE 2x6 LOAD FROM THE DOOR IS VERRCAL SYP(GRADE#2 OTRANSFERRED RR BETTER) TO THE TRACK JAIM NO LOAD FROM THE DOOR IS TRACK TO TRANSFERRED To THE HORIZONTAL(TOP)JAMB. 2. EACH VERTIM JAMB SEES A MAXBAIM DESIGN LOAD OF+243 LB&-270 LB.PER LINEAR12 GA. GALV. STEEL TOP ROLLER FOOT OF JAMB. BRACKET. EACH BRACKET ATTACHED 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A Vtl/(q) 14x5/8" SHIFT METAL FASTENER FLUSH MOUNTIFIG SURFACE. SCREWS. HYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS M'LT USED N THE CALCUTAiION OF ALLOtVABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. a. MAX.D.C. PREPARATION OF JAMBS BY OTHERS TONGUE AND GROOVE JOINS. XM. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL 14 GA GALV. STEEL ROLLER C BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE HINGE. EACH FASTENED TO END C BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING STILES W/(4) #14x5/8" SHEET CODES FOR THE LOADS LISTED ON THIS DRAWING. '�`1 METAL SCREWS AND (4) 1/4"X3/4' 2.6 VERTICAL JAMB T SELF TAPPING SCREWS (2) 3"TALL x 20 GA. GALV. STEEL U—BARS PER DOOR SECTION, ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. xK 6 JAMB TO SUPPORTING STRUCTURE A-TT_A21MM (NOT TO BE USED FOR ATTAcHmrNT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTU3" 27 GA. STEEL GALV. INTERIOR SKIN WITH A MAXIMUM ` BAKED—ON PRIMER AND A BAKED—ON ON—CENTER 1-7/6'�� J POLYESTER PAINTED TOP COAT. DISTANCE STEEL BE�TEEN WASHERS EfTS•REQUIRE T BUILDING TYPE FASTENER TYPE 1"O.D. H Cl W - 11-1 4 1-0.D. 3" TALL 50 KSI U-BAR p GROUP-FILIEO CMU BLOCK 1 4 x 1-3 4'MIN.E BID ULTRACON CONCRETE ANCHOR 9-3 4 1 OA. 20 GA. GALV. STEEL B p 000 PSI MN.CANCRETE 1 4 x 1 MN.FbIBE4 ULTRACON CONCREIE ANCHOR g V O.D. U 2000 PSI MN.OOF7CRETE 1 4 x 1"MN.EL16FD TAFCDN CONCRETE ANCNOR E 3 X 1-3 4"MIN.EMBED WF,1-R AN.111E S ANCHOR O- OED i _ INliKimi Wl i LAS SCREW ASIM 1- 4,I • FIRST(BOTTOb)ANCHOR STARTING Al NO MORE THANHALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR INSTALLED 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED AWITH (4) #14x5/8"SHEET METAL SCREWS. T LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2',EXCLUDING STUCCO THICKNESS. ALUMINUM EXTRUSION & VINYL WEATHERSTIDP. SF[`TT1 N A-A (SIDE MEW) iTlT4CHEAMT!/!(4T *, °pCp,� 0fds ;y;� I t i i ••e ANUFACTL2ING PRODUCT CO No 63046 •• • DSIE-IF471DE • • DESIGN LOADS: +54.0 P.S.F. & —60.0 P.S.F. • • PART NO.: N/A A nS L�• • • •• 8585 Duke Bpwevard VINOLUAD RATING �°" ®Cloay Meson OH 45040 LISA A '9 STATE OF .� TOLERANCES- reL ITa 513-M-M w g D P 5 4 .0 3.031 �9 WarbxG De°Y Far No.513-m-4653 \A°' DOm 1.015 DESCRIPTION: GALLERY 2" EPS SINGLE CAR +54/-60 PSF 00* Goo= 1.005 QWO *.ODI BY:DRAWN . BFA DATE: 7/8/08 SCALE: NTS DWG. . • • • • • • • Degrees= 31/2' CHECKED BY: - DATE: -- ISHEET 3 OF 4 SIZE DESIGN ENGINEER:** • • •• • • • • • uMxsx Sloled ovrc.se SCOTT HAMILTON, P.E. • •• • e• • • • owENSIONs artF N INCHES.DWG. NO.: 104119 VER: MD FLORIDA LICENSE No. 86 • •• • ••• • . 4 3 2 1 ... . . . . ••• . . ••• • • • ••• • • 4 3 412 1 MODELS SHORT LONG CYPRESS MODELS FLUSH SHEET' REVISIONS CLOPAY 4 OF 4 REV. N0. ZONE: DATE ECN ND. APPVD: DESCRIPTION GALLERY GD2SP, GR2SP GD2LP, GR2LP CLDPAY 4302, HDGC _ - - 05 SEE REVISION HISTORY ON SHEET ONE. HOLMES AR2SP AR2LP HOLMES 6202 ARTISTRY IDEAL ED2SP ED2LP IDEAL SFC68 EXPRESSIONS D D 2'TRACK CONFIGURATION, HORIZONTAL COUNTERBALANCE SYSTEM JAMB CONFIGURATION. HORIZONTAL TRACK 13 GA GALV.SIM FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAYS WITH(3)5/16"X 1-5/8'LAG SCREWS HEIGHT -L" INSTALLER(TO Sun AND TO TRACK WITH(2) 1/4"RNETS. N7- 2.6 SYP WOOD JAIcB SEE OPTIONAL STOP kI0llLWtdG BY INSTALLER(70 SUIT). A�TRACK T DDOR��C DOES [7 AS R04 SPACING NTE 30"O.C. JAMB PREPARATION NOTE. 18 GA Mw.(0.049)CALIF.SIM END STILE(2-1/2•x2"%3/8') NOT AFFECT THE WIND LOAD 4" WITH(1)g8 X 1/2-WAFER SCREW. RATING OF TOS DOOR. 82'44' 2"GALV.STEEL TRAM 'TRACT(THICKNESS:D.O60 166" 2-1/2"X 12 GA GALV.STEEL TRACK BRACKETS FASTENED 1011 WOOD JAMBS WITH 5/6"X 1-5/8" 7/16'LD.ROUND 18 C.4 GALV.STEEL CENTER HINGE 4" LAG SCREWS. PUSH NUT FASTENER FASIFJVm TO SECTION W/(4)EACH #14x5/8'SHEET METAL SCREWS. TTP.2-1/2"X 12 CA GALV. C i STEEL TRAM BRACKETS -"14- 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END SOLES W/(4)EACH 114x5/8- 2 ATTACHED TO JA98 WITH(i) 1 9 " SHEET METAL SCREWS AND(4) 1/4'SELF TAPPING SCREWS PER END HINGE. o ASTENED TO SJI6'X I-5/8'LAG 9(YiEl4 PER 1 - 12 GA GALV STEEL TRACICF BRACKETS TRACI(BRACKET. 1 2"DTA SHORT STEN(4'). 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. WITH EITHER(2) 1/4"DIA.RIVETS OR 10' L15-0' (1) 1/4'X 5/8'BOLT&NIA PER SECTlOt7 C-C TRACK BRACKET. . PRF-PARATIO,M OF JAMS 9Y OTHERS LHR BRACKET(2-1/2'x 5-3/4-x I" ATTACHED WITH(2)114'x 3/4"SELF TAPPING SCREWS. 3" TRACK IS ALSO AVAILABLE DOUBLE TRACK LOW HFADR00M OPTION (AIFAR.fOR BOTH 2"AND 3'TRACK) 81E HORIZONTAL TRACK. o HAQ14'Ar B B E Af9F.••2 ` •DK • • •• MANUFACTURING PRODUCT CODE * N9,63 >�6 riDSIE-1F471 •: •• DESIGN LOADS: +54.0 P.SY. & -60.0 P.S.F. PART NO.: N/A• •• Unkm Slated OtMrwim 8585 Dike Bmltewd VINDLOAD RATING Z TOLERANCES ore CIQRn'°OV M—N OH 45M USA �}1�.0 = t 031 80m Nod.W co�gM Few No.513-710-4H�53 7Y lJ D P 5 4 _ .00 3.015 DESCRIPTION: GALLERY 2"EPS SINGLE CAR +54/-60 PSF 4q4 Ipfi • ••• as ••• • S 'n t.DD1 DRAWN BY: BFA DATE: 7/8/08 SCALE: NTS DWG.p DESIGN ENGINEER:. f 0 • • • • • • • Degrees` t'/2 CHECKED BY: -- DATE: -- SHEET 4 OF a SIZE B SCOTT HAMILTON, P.E. •• • • •• • • • • • unrou �tii8e FLORIDA LICENSE NO. 63 6• •• • •f • • • otuENsroNs AI¢w iNCH6 DWG. NO.: 104119 VER: MD 4 3 2 ••• • • • ••• 0 • Florida Building Code Garage Door Windioad Design Pressures Report#DPR-160310-A-01_iong Page 2 of 2-Retrofit Calculations for the Designated Door for Miryam Rojas NOA and Site Specifics and Components 1. Miami-Dade County,coastal region,fiat terrain,no escarpment. 2. Existing building,enclosed structure,Exposure C(FSC 1620). •••• 3. Mean Roof Height=15'0" • • ••••.• •••• • 4. Building plan and front elevation indicating the designated retrofit door opening: '..• V Y' •• 6.66 6666.• [` �Q 6666.• µt. .. 6666 ••*0 • • • • •.••• ��' 6666 6666 • • 6666 6666• 6666•• • • • 6666•• • aB°15 • . 0 0 .6000 ixto ...... • • •••... •• • Plan Eiovauon Design per SEUASCE 7.10 1. Ultimate wind speed,N ult=175 mph,at sea level(Fig.26.5-1),Kd=0.85(Table 26.6.1). 2. Nominal wind speed,V asd=135.5 mph(Table 1609.3.1), 3. Exposure category=Exposure C;velocity pressure coefficient Kz=0.85 for 15'0"mean roof height (Table 27.3-1). 4. Topographical factor not applicable. Flat terrain,no escarpments,Kzt=1 (Section 26.8). S. Enclosure classification is"enclosed building"(Section 26.10). 6. Internal pressure coefficient,GCpi=+/-0.18(Table 26.11-1). 7. External pressure coefficient,GCp:There are three external pressure coefficients,GCp,for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for'Zone 4'and the other coefficient for'Zone 5'. Zone 5 is the wall region In the comer of the building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof height),whichever is smaller,but not less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4-1. For the subject building,the Zone 5 region is defined as 1011/6 of the minimum building dimension,or(0.10)"(37'9'?=3.78 ft. Since the garage door opening is located V 9"from the comer,this means that 2.03 ft.of the door is within Zone 5,and 6.47 ft.of the door is within Zone 4. The area W of the subject garage door is(Door Width)(Door Height)=67.38 sq.ft. +GCp= 1.1766-0.1766*log(A) =0.866. -GCp(zono 4)_ -1.2766+0.1766*log(A) =-0.966. -GCp(zone 5)_ -1.7532+0.3532*log(A) =-1.132. 8. Velocity pressure qz=.00256*Kz*Kzt*Kd*V asda in IbW(psf)per Section 30.3.2. qz=(0.00256)*(0.848884152077903)*(1)°(0.85)*(135.5^2)=33.91 PSF 9. Design pressure,p=qz*(GCp-GCpI). ED Positive design pressure:p=(33.91)*(0.866+0.18)=381.47 PSF. APR o' 2016 Negative design pressure for Zone 4:p=(33.91)*(-0.966-0.18)_-38.87 PSF. Negative design pressure for Zone 5:p=(33.91)*(-1.132-0.18)_-44.5 PSF. Since 76%of the door is in Zone 4,and 24%of the door is In Zone 5,the weighted average is: BY- (-38.87)*(76%)+(-44.5)*(240/*)a-40.21 PSF. %trrr1r;trtr� Rounding up to the nearest tenth,the final design loads are:+35.5 PSF and-40.3 PSF. 04 HAA4/1 r4j� e • 2� • w 4 o Scott Hamilton,P.E • Florida P.E.License No.63286 r�0 •• STATE OF a•llr4Q 8585 Duke Blvd. OR 10.'•NMason,OH 46040 �`�, (693)770-44800 1g#1iVAw 006%e`o� 4/1/2016