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EL-13-1638 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL _ Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195632 Permit Number: EL-7-13-1638 Inspection Date: August 21,2013 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: BROMLEY, MICHAEL Work Classification: Addition/Alteration Job Address: 142 NW 99 Street Miami Shores, FL Phone Number Parcel Number 1131010240040 Project: <NONE> Contractor: SOS ELECTRICAL CONTRACTOR INC Phone: (305)226-8400 BuIlding Department Comments ELECTRICAL WORK FOR BATHROOM REMODEL AND Infractio Passed Comments INSTALLATION OF HIGH HATS IN FAMILY ROOF. AND INSPECTOR COMMENTS False INSTALLATION OF CARBON MONOXIDE SMOKE DETECTORS I i Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 21,2013 Page 1 of 1 JUL 2 2 20i3 Miami Shores Village r 8 Y�0000000000 Building Department o©°°°m---- 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. e 115109 PERMIT APPLICATION Master Permit No � 1:52J-9 Permit Type: Electrical JOB ADDRESS: l L� -z' ki W c � City: Miami Shores County: Miami Dade Zip: 3:31 ,50 Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 1' {-l„ RIE111a 1AGLD IV3GS, Ltt-Phone#: 36 S - 519_69 Address: 2y% 1-}12 City: State: �t„ Zip: 'S'J l ZYl Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: SOS E1 eCA-y-+C,-.7,1 C,=�,—�G-tL--S Phone#: 305 Address: 3 O 0,5 S w n-t Ii C--r City: G State: V--l.. Zip: 3 Qualifier Name: C_n,)Ck r SO Sx. Phone#: S OS" a- 1;°3 48 State Certification or Registration#:e-'c 15003 Da 0 Certificate of Competency#:#: Contact Phone#:3 05-3 1 q-31 A 1-4 8 Email Address: - 0 G Q G® ` s � DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$1 i Sot) Square/Linear Footage of Work: Type of Work: ❑Address DAlteration ONew 21 epair/Replace ODemolition Description of Work: 1) &1= Z 5 '1 t-) B1nA Pm m -4 1... Aw D -tt Z � to,"M tw 1 T C 2' cuo NCrC 1-icimr FiYtUAe 71.9 a"mom A I "o 6"&com 3t z 31 A"P ® CADM MapDXiQE 3M0\4 E JPL,-rEc.10R5 SMo-KE Ati'r C K5 9' A A 0 a' l C f p N i�rl-� i-t►�T S i t�f F�.a cZ i 1�- R c�a►vv� . 16+tr Ftxrd�l t'L Submittal Fee$ Permit Fee$" ;- '®O CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ P 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature Signature O er or ent Contractor The foregoing instru nt was ackn wledged before me this�-1 —The foregoing instrument was acknowledged before me this1Q� day of k ► ,20 L 3by (3 r r J LJA % ,20_X3,by ( _Qt—l 0 s S'0Cq who is rsonall known me or who has produced who is p , onally to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n: A 81 ANK Sign: p Print: �r'�.✓"�= = ION#EE000573 Print �,o BLANK My Commission Expires: t EXPIRES October 01,201 My Commission �� Wr �r✓OPUIIbI1SlON#EE000573 rioddeNOtaryserv!ce•OOrr' EXPIRES October 01,2014 ° (407 a.=, l5g ncrrd8N0mryS8rJiC0.00M *��#kkkkkhkkkk% k&Ia�ekrk�rk• eskrk�#rke kakrk�k�k%k�k*s kkffikk�s k�rk�k#lagsrks kXark�k#rkrkk%k#k##k#k�kkk+(<�rk�Ha�s kHa�C�erkrkrkrk�kk%k�ikkrkksksk APPROVED BY ��L Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) l lorida Building Code Online Pagel of 3 Nloett r T. ® BCIS Home i Log In ` User Registration ?Hot Topics Submit Surcharge Stats&Fads Publications :Fsc staff BCIS Site Map !Unks ;Search 3uslne$ i " 3 ('S51 ' Product Approval ER:Public User Regulaflon Product Aooroval Menu>Product or Application Search>ADOik:atkm Ust>Application Detail FL# FL4940-113 Application Type Afflrmatlon Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emafi Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By VA affirm that there are no ch-arges in the new Hones E riding Cade which affect iny product(s) and my 3'0dLiCt(51 are in Cos71j711i3nce with the nee.F':.riida Building Code, Documentation from approved Evaluation or Validation Entity ..yes ,No , ,N/A http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 02/14/2012 Date Validated 02/14/2012 Date Pending FBC Approval Date Approved 02/17/2012 Date Revised 03/11/2012 Summary of Products FL* Model,Number or Name Description 4940.1 Metal-edge Steel Slde-Hinged 6'-8"Opaque I/S and O/S Single Door Door Units Llmlts of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R3 C CAC NI006115-R3.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,Yes 12/31/2014 Design Pressure:+76.0/-76.0 Installation Instructions Other.Evaluated for use in locations adhering to the FL4940 R3 II FL0132.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-8"max nominal size.Max DP Evaluation Reports = +/-76.0.When large missile impact resistance is FL4940 R3 AE 504A.pdf required,hurricane protective system is NOT required. Created by Independent Third Party:Yes See Installation drawing DWG-MA-FLO132-05 for additional information. 4940.2 Metal-edge Steel Side-Hinged 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4940 R3 C CAC NI006115-R3.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure:+55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4940 R3 II FL0132.odf Florida Building Code including the High Velocity Verified By: National Accreditation&Management ]Hurricane Zone,and where pressure requirements as Institute, I etermined by ASCE 7,do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Max DP Evaluation Reports 55.0.When large missile Impact resistance is FL4940 R3 AE 502A.odf required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See I nstallation drawing DWG-MA-FLO132-05 for additional Information. 4040.3 Metal-edge Steel Side-Hinged 8'-0"Opaque I/S and O/S Door w/or w/o Sidelites Door Units L mats of Use Certification Agency Certificate pproved for use In HVHZ:Yes FL4940 R3 C CAC NI006115-R3.PDF pproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date mpact Resistant:Yes 12/31/2014 esign Pressure:+48.3/-48.3 Installation Instructions her.Evaluated for use In locations adhering to the FL4940 R3 H FL0133.pdf FI rida Building Code including the High Velocity Verfled By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Max DP Evaluation Reports = +/-48.3.When large missile impact resistance is FL4940 R3 AE 501A.odf required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See Initallation drawing DWG-MA-FLO133-05 for additional In ormation. 4 40.4 Metal-edge Steel Side-Hinged 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R3 C CAC N1006115-R3,PD Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4940 R3 II FL0134.pdf Florida Building Code Including the High Velocity Verfed By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfor... 9/6/2012 Florida Building Code Online Page 3 of 3 determined by ASCE 7,do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.Max DP Evaluation Reports = +/-50.5.When large missile impact resistance is FL4940 R3 AE 502A.Ddf required,hurricane protective system is required.See Created by Independent Third Party:Yes installation drawing DWG-MA-FLO134-05 for additional Information. 4940.5 Metal-edge Steel Side-Hinged 8'-0"Glazed I/S and O/S Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R3 C CAC NI006115-R3.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/-45.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0135.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,do not exceed the design Created by Independent Third Party: pressures listed.6'-0"x 8'-0"max nominal size.Max DP Evaluation Reports = +43.0/-45.0.When large missile impact resistance Is FL4940 R3 AE 501A.Ddf required, hurricane protective system is required.See Created by Independent Third Party:Yes Installation drawing DWG-MA-FLO135-05 for additional information. Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Couvriaht 2007-2010 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: INW sue; a I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012 THE FLOPJDA SENATE ryie + Tallahassee,Florida 32399-1100 � r%ClWr y T on uman Services ApWoprfa#ans aF 7Ef` Ad SENA70R MICHAEL S. "MIKE"BENNETT 21 st District October 26,2006 Chairman Raul Rodriguez Department of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 Chairman Raul Rodriguez. It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance(NOA),even though the state-approved products are being used consistent with their approvals. As You know,the law learl v gatig that a bearin a Florida prodmq UgUoval n documentation for use of that product. Specaiically,the law states ins.553.842(3)and(4)• (3)Products or methods or systems of construction that require approval under s. ,that have standardized testing or comparative or rational analysis methods established by the code, and that are certified by an approved product evaluation entity,testing laboratory, or certification agency as complying with the standards specified by the code shall be approved for statewide . use. (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established In subsection(5)before their use in construction in this state.Products may be approved by the commission for statewide use. Jurisdictions such as Parkland and Coral Springs as well as others In the Palm Beach, Broward and Dade County area still believe that an NOA is required for all products Requiring an NOA is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested,approved and validated for use within our state. There is a detrimental economic impact to manufacturers when products are delayed In getting to market. REPLY TO, O Wfldewood Pmfessionw Park Saba 90,3653 Cortez Road West;Bradenton,Florida 34210 (941)727.5399 Q 216 Serrate Office Bulk fng,4D4 South Monroe StreeK Tallahassee,Roddy 32399-1100 (850)487-5078 Senate'sWebsite. wwuflswmbgov TOM LEE CHARLIE CLARE' President of the Senate- President Pro Tempore October 26,2006 Page 2 I am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements specified in the law and that clearly indicates that a separate Dade County NOA is NOT required for state-approved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF website. I look forward to working with you towards a solution to this problem. Sincerely, Michael S."Mike'Bennett Co. Secretary Thaddeus Cohen Tom Yeatman,Staff Director, Community Affairs STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 'Dedicated to making Fimide a better dace to call home" JEB WSli TItADnEt18 L.CGHM NA t i I MMORANDUM Florida Building Commission Kcal L Roddg=4AJA, Date: December 6�2006; Re:°. Damon of Product Compliance for the Eigh Velocity Eurricame Zone and Other Area Accepting`NOA's" Florida Sbidm section 553.842,govem local and state agpioval of building p vducbs dheody rdated to tie sft=t mal wind resist= of budldkgL The low establishes speciSc methods for mamffiwtwers to demo�nshabe compliance with the Florlds Building Coda but giveAsc the manor the option of obtaining either local or state MwwaL Suite gVroved prnducls must be accepted by local jwisdic boas within the limitations of we established by the sate approval without reatuirenent$or further tuft evaluation or submission of ovidencew (Florida Siatuta� section 553.842(o Products or methods or systems of eonsftctk r.regdit approval under s. $53.77 must be approved by one of ttre methods established in subwWon(5)before their use in cauttuction in this state.Products way be approved by the commissioa for statewide uses.I3cstwidk1aufmg a local govammestfs authority to amend*o Florida Building Cade as pr Mod in this ate statewide apgroveJ stall grachdo focal jarisdictlons KUM rerluiirmg fhrther tasting,evabs4on,or submission of otber evidence as a camlition of using the product so loing as the product is being used consistent with the condition of its approval.)When a product is state approved the local lWadiaticaes authorr'ty extends A/ tO Marmnniag the Product is being used within the conditiow estalftbead by the tgrpwvaL sate approval of products for use in the High Velocity HunriWW Zone OrAM)is commonly but not atwep b ued on a Aftn lam Notice of A*xTtnnce(NOA).IU law guarmlees mans other means of dWmOWbVtMS compliance with HVHZ requve meats so kmg as their pm&cb are tested or evatuasod using the standw&that apply in the HVHZ.Tina Miami-Dade Code ComP]iamce Offce revkws applies for stabs approval of HVHZ produc w and ady1w Abe Flqrlft Buiilding Commntllsioan on their compirax wide HVBZ standards.Comply on be deberm ed.by accessing the state approval ontio using the state approval mtmber dkckrag the standamds products were toasted to and the".timbbons o�f'uset'won. Approval by the State or Miami-Dade County allows acre of a PA=t fOr use wi&n the WOM However,the building gesmitteng authority must ddenmin a whether products comply with the raWhvmemft of the Code specific to the bulling they are used lit. The Sum or Miami-Dade apPmvala provides the itrf nnation rimed for this detarmaait m Further testing or engmeser1 9 ovalu iflm cannot be required unless the permit applicant wishes to dement wd a the product can be used outside of the approved limitations ofmse 2686 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399-2100 Phone:.850.468.8488ISuncam 278.8498 FAX: 860.921.0781lSttncom 291.07781 Internet address: bttp:/1www.d*a.2tat&j1-pre CST1CAt.8TA'MOODlMMA DORWE CONUtWWrPLAVOW 9YERQEWr 1ANAQEXWr HOUS 860DOWNIS 0 1tELA"ETr b . . NOTICE* ..v OD LINE . CURT .. CA Certification Nast iaW61ILR3 rgp l DO 7f . ReAsidim Date: 1111M1.11 +C�,rtifieatta�xa;;Prti�: tritetipur -- o .- Masonhe tu�it l odo T _140,04 of..... _ �e txfi�ation�'is valid oil When Admf�iisirateir° 9..'eai is app d tcz upper is ei and'a cert&Mi�on label i ..applied to-fie prod t:. 'T`f eertii tfQn scai W pi edi t.edzt . to the appfiim"o �ficaeio.w.and t 411 eeri cat on.vnteria been sate. pm*dac s and . HsW:below are approved or irk in the m� of tt�Prdz is at Piem review;and.advise. jjJitl _ : s: a .ce4eeitea : _ f D33 llf Aajl C.o ".0tatloo ow 1s oW 'w 4t IL 6,01 t 6 Tat neport, Maio I1.Q Section- -gen #M00100 e to 000 under 000fic4tjon 11. is of finger jointed pie with all totes ci steed`us g thr -2 1�i�s�1�s'(.04,57$-), 1.2 MUM Construction: Used, each mW1j4Dst mmwted of '° umber wt A tx ne mp aad;o ohed t� the he der and threshold #14 x 3"P` is � d Woodvs. 1° Where.used,, the over insulated glass was glazed into a rigid ". i at r s hte -r e ist0 0 no with.... 43:11 )tempered-g1 with at o.r.butyl s�acet: 1A Door eaf Construction: Each door leaf was constnwted; from 0_01 x'$"height)or t}020"(S'0 liei ).tbiok'galvanized steel facings. National Accreditation&Managewont titStitate,,tnc. 4714"rpe Washington Memorial:Ht wa [€ryes;VA 23072' Te€:{804 -S1 d a (804)-6M-51-12 £et tificatiOu Na.; MO 15.4$ Pale 2 Section I Regi to d:Supplim x. 21 Dtioz . it s: ODL or pecioit 2=..2 A-s. Eudora Ultimate ctiou. 3: Addi' 6041 _ -vppa e Test: Acceptance krovd with� i Ce ation Doe ntation included.;. 3 .... a >$ dii t Code xdn� ance:N6tce of-Acceptance lA eprttnce far I ite li 0004 f ` - IIfla umber T X., 2 turi ie C+b rac tic for Foam filled t.`pest.. .. . by Ct Font irrttorie #o5 - '8 c� o�+6�rpggp tog:C racter of Building i h- prcrrt +i CoculAtIon*1 for. Per :.. ce C O ation fteport�P+rfq .......'. lb 'L is ft; 3t.Ak Nett A"iedx is i xect. s#it�itc,t W,141.6. : I Y i' oddittooal.des of erobta ton totr Gertific*d Prodiwt Line IvYabU(s)and Irm J.o 1? is. if-you have any. ttuesti ns regordirtg this Bert catiAa please Contact NAMI at(804) -Wil.. lational Aeere itatig n&Management institute,Inc. 4`794 Peorge Washington McMOriai HighwayMayes,VA 23072 Tei;(804)fib- 124/F ax:{Sf14j 684*S122 RQ DVCT ..:�R��y Coin:pany:. ii'fasonite International Corporation. 1955 Pow Road Certification Nis.:, I'1006:].15»W Page 3 Ce Ificatiari Date: 9749MO'O$ West.+ rago;,l L 6 1 E ?M ".;Date:. 114112-014 Revblon Datet 11119/2010 Product: 1Vletal- a paq re bs n ctr t tl toi t / n��v�� a�t I ire .(w [:P tee o f oaten}W ; $peeMations Test To.: 'T"AS.Z0,1» 0�..9 Tht"lYOWO of Product'coAftaatieu'is-.onty va d Iltum bL&W �► „ C bias a 1 a a .6�t+ Ci , .04400-04-W iabei represents product 004forta�ta.me�� dxr l' t. 1>os�xir Glazed Cooflgaration. or or. sil Test Ilepe Nantber: �ea�!in�.l�t°u9atixer 66 $: NTIr2Ip-['$GI;234. S'1ltglo eihi ti;Psui81 S;o-TV'x 6'.8" Cet�Iyr1 -FI13 X 0/s Opaque, Vx'�'.��' 't'��/*•7� $;Z5�i� Yom. I�I�C'L 2�f�:11�z.1>��x�R� Single A4axla�bi.Pe!Sint:3'.0,,x G,B„ xx I/S Q' ue $ ? nLhoczJ tta�l-lvl Fx tI13z-0s p09 c 7� �* : • 6 paf "des 1 � L- i i} 3Q�I.a 31,S,G l0lilble Icidrum1 She 3 0' x 6'8'ISilte:3"p" ( ar{ 7: 3 ' NC"1Ir2] I .1 AS, 5 Double Illaxi �mt i' #Size:3'0�x C�8"t$xetelite 3"0"x;4'8" aciobt�I.` FI:4�13 03 XO/ 1Iae:Door * a.•, " ' viv Doar�,Y .CI Single w/ t o� S4119ie W/$1,dn # , l Sider .. r Y' ��-� s� ; �s,� OX( Single w8id'elttes t a ed ir1'1 Sidel n i i 30'"'xidir .� OX-0 t3Y Mrs -z 4 � :. `. x " tit Single wJSi&1ftbs (Jai Sld1 g'1io mWtowaa x;6'..$" I os QX O 16T3d5t l TT4x 6F :244 ps : IaMY.2+10-11X5�ji ii3��r� Double vv/Sidelites Glaftd$' 1 }iteS Si*:3 b"+x6` -i+9+i 6.,3.'0"x:5'8'` oxxo O/S Opaque 1?4crrs l�n. ,�x ` " +55/53 8.25 psf •X s. L-2 I {15 5 I3ttible w/Siielites Glazers. 9detites Sa11t1'ti: iselmaricl AJw.Y(r X6'8"lSide1rte.:3°0"x:6' [ ailiA-F[QT32y0S National Ac rediftflaa ,8r it l i etiJ'l' l> ±1 iit i r 606,01 Ifthway �s, F� 2,W2 *,, XT 1 : Companyi. Masoutte.Internationat CorPorallon z�"�'owis Road of l#1t ti�u Noy: 1 A4€iI15-R3:I''�ge 4 W-estiCbi ago,I;. 60185 Ctrfification ate; 011900 IEte qn Mae: 11 M2018 Product; Abd to 4*04 . ': 1 .(wM.,00 *.v i1 noted), d). i�t me TWAT` .- T` .. . . . - `Y' The`�1�I+�.t a Ott' ett Ce ti t e" gztly aiCd t 0+ 0 r i el6�s b op ►tie tci tie tl ib t '. cutn�eu The eer tilicatiruu tabs.rere .prnrda cfq� ap ;r tappable at4t '. kt 1 �YE �yS Li'1fA @d�:.�rOL'�. +5 �1 . .,". `'� &!:'`. ,.,. F1C'C1W 111 A[IrA4DrIt11 ..Wl;t1 . �G�b�s :s r� oo '�0 ►�1. ± 0 �'[t� 4P�3rii'�iO�filai�m�iat�'ta�i�ar�s',ins�iifa�t$�.�,e'4�i�i). . i"erkv.,x �: ..xrt ac�,e iyp �.,r,,rgy,,e,�u.wnrxp�xc a �zy, -nsN�.wu • • WSWIng dazed Stmitural COe Ytl AtiOhSL# i .. or or 1'Laxi 1+ Report Number igi�i. rest 1��t. Dra'Wh g:Number tutst ID. ae: Sim I' l� bmr�tiehts `�' ;/fit t p ; •'*: A!�'! &;Yrr �C3':'' -'' !T '�t93/-483 2160 zl., ',;TY."LTC 004.9801_ +x°.:+5+1: lta�tw�. Pauel..ize:39{S" �. ' ,4nsirgrY�o� 1- tf133w0 Sin le IIS: iar ,l: r3s 3C 2. psi IVcLt#171' Double Double M wumlha l Sizit 3+r x 8'.f�'tStdei t 3'a"x;5,0,, - : ' X8'.3¢-4 `3 . tl des . 23 1• Double 3�,3 4,s:6 �! . .. n S rtgle w 5i lel a lazed: delf e ,. tG t � -b ;�; s. XAD� -', Obi; ,, l�t�fi 3 S' Ie ev�Stdelites f�''..�' �� ls( 10-F9'$0�i �4�.b V r1w ld+l t, 4 lI SY :3.'v",*;R �IdeIce;:3°4" OXfl U 1Yetta'U®iia ' 133-a5. S`itzgle /SYtlls , � " # :8d OX-0 09 p�,,� 1/ 2 p p ry gp �y A�ntho* muil4 n pLOJ3 -45 7•e�i4J 7.0 •'a[9 '� -�'f'.`@. 4 .:7..0 ljs+ Siftgle*/ idelftes OXO TIS O X43: +c D�ia1t��Lt}1 Double to/S.idel s �'. �4�:3f-fig� �Atid t? ;W C11 i':� i x.WO" . > xs-' �s- ; t" z 1 x a Double s lSYclelYtes• l eti �dellt S14011to -tea' �' ... �1 +'0"_Y+I+IMSi National Accreftation Ma nI` ngti FLQ,1'+33�t5: ' 1YYtr Ti�I:( 4)- a7CZ4 'a=( 4)fttoe ++EV ' r ` P- N Company: Masoutte International corpl)ration 1M Powis Road NIi,Q6115�W Baggy S W t.afkago,M 661.85. CW. .y�gDate: y8'ryTtx�2gglpy�tyl�ty#5 f �'4v�f 'ram ItnIfts aat� btu!re roan Certcottou is-on Tice Notice of`P n ly' it iI' I ca#gi t .' + ? d .. 1: ?itltlnrtiis document. rti�e certification p oti t onf�armit3+to'the tle dpi That 461 �e� �i OUM4 44 WOWWOW, Thh Product bag: �siaproved.:tor hating:. itbin NAMP..s Ctlerti e'Proeinct=Visftg'alt MM lLA)ni i# 11011 eooa. NAM*s Cent tttojf progril :ale 'I4o. �nurit i Tatior��t S#arrdards Znstrtate::(A.N i�. M,:. ... : Cant wraition or or l tt i a pbrG .�ttri ee tilt . Tit tl Drowttt L �tim:baer {� :.: s Comments Single- Q1S jjn Single. XX i'JS c +IUw8971'Oible 1213 XIX 15?fa�fiiNtim: �1 Suer�'0"ac{�'��, O/S �ai Oland M .M1. fflr? °7z6 p1' 3Io 1+( 20- .-1 3 4;Sr6. Double 14taa�itnn 1?al Vii ; 4{fl/Q L10tC irk Crd ..' T iK} =5 . ' nht�r.TiC-1Vf D1A> S Single w/Si&lite €"rl�-"�tie it 286 W r:No NCxxl-2i i�97 1'2,3 5,6 adel -fi+Co - i I:1Sn6/17ix8ti+i2Oi+I�oz 1Vl�:ca�nttt�<i'atrcl Std:3'Q' x id's" G}/S 1 ►vim : ?: # tch&D -MA.FLQi {ri Single W/Sideltes ,d, . �n ititA al '�''td"�x. , r �� umP ,t,,:ize..�°A" 6 cri�t 3�t95r, 3 Qs5/>5t}t' t t�2 ,4,5,6 l S# l tes SAM*-Nu MilW n*n P+*WSiii� 3'0 s,6,s;.. Anc J),I8C ° II$91,Z 3,4,5';6 Single w/Stdelites alb�ttellt� �' lites*N`i� Mu1n;Panbl;Sixe 3'a~�.�t8~ {} 0 Ualfl�OQt°S la. ar ' -X11+5'/ + 1 $a Double w/SideYes Glazed atkes- t E laarmuan .t�°s^ QXQ t7t- �1,Qt3Q t /St ? o 12*f�" $�g" {: I : fl. ssf doorso -ts 't 2 ; 5 � Doable wr/Sar#blites Glazead 8i 1 ', Nationtic Ctaiitota iitte>Vt Itty uslirll qtr- �iA19-QS. k iii 11�Kay/l ye$, Tel ' tl } I ;( )694-51-22 NAMIA-MORIZED ATION Company: Maisou to International Corpor4tion 1955 Powb Red Certfficatfoll n„ TII006I25 R Page 6 V es t Chicago,LI C i oon Data: 129/2005 1213 1=4 Re ran Date: 11/19/2010 Product ttal» d9e'Ste0t°4x1 4 .,Orr O...:...ftboor 14od, irui :rrvf I'h �` t c@�if`i @rts� it v .a v d it-the-NAM "ej b I+p#ice fih pa s ifie eri r ire firms d+acu,q @n 'f @ @.erhtftti cst on Ial l r@pr@s is prodt� It<con brmtty ttauthe app/ a' lb.s a on'an that;all ee Nx1l is C@ d 'rodne III« l �ippc � r list tkin I. inswing Cix�ttyfi: r l T@st 12erki `)fi Nutnb @r a�Iig t>}at op or or. 1VEa:dti tilt: t port,t 1' h ;larawJut'muher.&. £)utswin 0 :�.tie 5l I'isrxte ': �r@s�;i�@ teal C��m�nfs . +43 0 $6 Zdt3 1+8 31:-21{}:t 789,10,i'1,12. Single X US Glazed 5 Single: 2 FS ^F £UXiT13I�IT1� 1 .$ '� K$'4 rio x 1449-. liQ13S 05 'Double !I, IOZed ;� �pv`!,�'-..4,T'�ti7..' 1 � '� ..�'l:' ' '1!l *ilv,�4`i:"�dy`4.+'��y�,�y.,A�$�.rg(�S7�i�41�[eseX payX�.2 Diol6ble � f �� u9 Mrs Fr; i� Xx Double- 34 6>F$' Nolfia 887 7,8,9;1111,12 :A�1ia�°Ae1aiF M! 1� i135�05. i NatioxiaicereiItaioten # J4' t ' Aptii + ctviei, 72 Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#:502A 336-945.9695 Date: 12129/09 Product Double Door with sidelites 12'x6'8° Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA FLO120-05 DWG-MA-FLO132-05 DWG-MA FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA FLO156-06 DWG-MA-FLO174-07 DWG-MA FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW Tapcon,for masonry installation Anchor capacity In shear condition. Fastener type:#10 wood screw (NDS 2005,11.3) Side member:Douglas Fir-larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: t„= L5W in Side member dowel bearing strength: Fa= 4,650 psi Main member dowel bearing strength: F.= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/onchor Mode IV Fastener type:8/16"ITW Tapcon N.O.A.07-1126.10 Substrate:Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z= 197 Ibs Actual edge distance: 2.150 in Design value per interpolation: Z= 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchar Minimum anchor capacity: 171 Ibs/anchor Note:Anchors with the least capacity is used for calculations to quaff anchors with higher capacity. Anchor calculations.minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 t Design pressure: 60.0 psf Al Al Area Area Load Ind, Max. Arciwt' Aa fI III 79.25 zone (ftz) (Ibs) (in) O.C. qty Lo°; ResuM A A At 2.3 138 NIA N/A 171 1 138 OK —` Az 7.7 463 6.00 21.00 171 5 93 OK 72.75 A3 1 7.7 1 463 WA WA 171 3 154 OK > "T : + 'OF Luis R.Lomas P.E. FL No.:62514 1 of 4 1/7/2010 Luis R. Lomas P E. 1432 Woodford Rd. Manufacturer Masonite Lewlsvffle,NC 27023 Report#:502A 336-945-9695 Date: 12/29/09 Double. Pressure away from strops: 36.38 36.38 t t Design pressure: 60.0 psf Area Load Ind. Max. Anchor Ail I Al 79.25 Zone (ft2) Qbs) On) O.C. Cap. Lard Result (in) Obsj Obs) Al 10.0 601 6.00 21.00 171 5 120 OK A, 10.0 601 WA WA 171 4 1 150 OK 72.75 bauble, Pressure against steps with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf f�- Area Lard Ind. Max. Anchor �Al AAl Zone (ft2) Qbs) on) Al Cap. Qty Lard Result Azl lag Qn) Obs) Obs) l l 79.25 Au 2.3 138 WA WA 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 1 7.7 463 1 WA 1 WA 171. 3 154 OK 72.75 A4 1 10.0 601 WA I WA 171 4 150 i OK Double with sidelites. Pressure against stops with bump threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor f f t Zone Area Land Ind. O.C. Al Y_ Y_ Y_ (ft) Qbs) On) (in), Orbs) Qty Obs) Result Al 2.4 146 WA WA 171 1 146 OK �� 1� 79.25 A, 7.9 473 6.00 21.00 171 5 95 OK at Aa as /Al A, 7.8 468 WA WA 171 3 156 OK A4 2.3 138 WA WA 171 1 138 OK 147.75 A9 7.7 463 WA WA 171 3 154 OK Double with sidelltes. Pressure away from stops: Design pressure: . 60.0 psf t 37.50 36.38 36.38 37.50 Zone A� Lard Ind. M"- for Al v jai/ (ft2) Qbs) On) �' Qty Lood Result A2 L 1 J A2 On) Qbs) Qbs) 79.25 Al Au 2.4 146 WA WA 171 1 146 OK l l ^ A2 7.9 473 6.00 21.00 171 5 95 OK Al At A3 8.9 537 WA WA 171 4 134 OK A4 10.0 601 WA WA 171 4 150 OK 147.75 Double with sidelites. Pressum against stops with saddle threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Area Load Ind. Max. Anchor Zone (ftz) Obs) On) O.0 Cap. Load Result A2-y; 3 ` , \;� On)' Qbs) Qbs) YI _ 6 _ n I Al 2.4 146 N/A WA 171 1 146 OK 79.25 Az 7.9 473 6.00 21.00 171 5 95 OK Al Ai A3 7.8 468 WA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK 147.75 As 2.3 138 WA N/A 171 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A7 10.0 601 N/A WA 171 4 150 OK '0 4� u AT PF •♦ Luis R.Lomas P.E. FL No.:62514 2 of 4 � `fiiN � � 1/7/2010 Luis R. Lamas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewl"e,MC 27023 Report#:502A 336-9459695 Date: 12129/09 Anchor Locations: Double door with sidelites r 1 � f W �W � $ a n U g ro m Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. NO ZWW T * ' Luis R.Lomas P.E. FL No.:62514 3 of 4 117/2010 Lu/s R. Lomas P.E. 1432 Woodford Rd Manufacturer. Masonite Lewfsvflle,No 27023 Report#:502A 336-945-9696 Date: 12/29/09 Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. A 1 6.00 T— 13.45 MAX.O.C. 1 79.25 6.00 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. A izzl. Luis R.Lomas P.E. 4of4 FL No.:62514 1/7/2010 Ids �•��j�� ' 149° AJAX OVERALL FR4biF WIDTH Q co 0 SIDE-HINGED METAL-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. U .- . ¢ Lj &'-8"DOUBLE DOOR WITH/WITHOUT SfDEL1TES D.LO. PANEL WIDTH 37 5" MAX. W/ASTRAGAL + FRAME WIDTH 0O .GENERAL NOTES ® ® ® c) < I. EVALUATED FOR USE IN LOCATIONS ADHERING TO �U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM tx3 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, o L0 Lu DOES NOT EXCEED THE DESIGN PRESSURES LISTED. rte. Z 0o N O �- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. _ O Ld 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. M rJ x LQ 4. PLASTICS TESTING OF LITE FRAME MATERIAL: w TEST DESCRIPTION DESIGNATION RESULT n. SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F U x RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% $a 2 o TENSILE STRENGTH* ASTM D638 7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING n`a wi 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES & a (n� WW oa ® ® ® ® ® 1311 rm ® ® ® ® 0 ® c-V)rl rl r-1 11 If I H LU U bu u Ly Lu A �d s e ® o0 �O N 0 N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT 51NSLE DOOR UNIT S/NGLE DOOR UNIT W/SIDELrrES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELlTE WITH SID IT M 16 WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DAM 7125105 CONFlG MAX WIDTH INSWING OUTSWING INSWING OUTSWING IZ-I?-/d scruE: N.T.S. SHEET # DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 I TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 Yv�l DWc• BY. SWS 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55A +19.0 -19.0 +55.0 -55.0 cHic �y. 3 ANCHORING LOCATIONS & DETAILS OXd 112.5 +55.0 -55,0 +55.0 -55.0 +19.0 -19.0 +SSA -55.0 KURT BALTHAZOR OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.p FLORIDA P.E. oRa+nwc rm.: • #56533 DWG-MA-FLO132-05 SHEEP 1 of ,�j s — cc co e- 6" SEE DETAIL 3„ -- 6° O { 3" "I 3" -- 3""E„ 3 3" , 3„ Q CO Z 6- -1 s" 1 1 I _ — z L 0 6" f �-- 6" 6" --� Lt � U O Q Lo t7~ N — M � U a a SEE DETAIL n O in rn "p° `— (/} >J- L -P SEE DETAIL "C" SEE DETAIL J/ J B w -)—T _ „C„ 8 w � Ns A A e 0 io CD f' 4�E . W z o 1 4 � � �.� I ► zz 3" 3" " 0 s - 6° a " v�1 c(n C° • wa w ASTRAGAL RETAINER BOLT HOLE a c' #10 x 2" MUST BE DRILLED THROUGH �- 0 #8 x 2-1/2 #$ x 2-1/2" THE THRESHOLD & INTO THE v w 1n 110 x 314" STRUCTURE DEEP ENOUGH a #8 x 2-1/2" #9 314 ® FOR A 1.375" THROW • J10 x 314" 0 0 #9 x 314" DETAIL "F" ASTRAGAL N�,a -Q "P STRIKE PLATE TO FRAME#10 x 2" DETAIL "E" ASTRAGAL N N DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 A ALUM. STEEL OR Burn SPACER DETAIL D OR EOUAL� #s x 1-1/2° PHS AS SHOWN. m Q z { DATE: 7/25/05 0.962"1 Atllduni tR1 ~;` � : s.. SCALE: N.T.S.1.375" : VWWoM1Rt.» lvlQ 6 �'..�� /G-3 DOW 89rJ �ya�°b D►YCi. BY: SWS T HBflI OR EQUAL CHK. BY: b EXTER10.$ INTERIOR DRAVYING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO132-05 SHEET 2 OF ,� cc a O SEE DETAIL --� O I E" SHT. 2 3" 6" I I CQ T — 6" 6" ! _ _ 1 I I 1 6" 6" I I I w O U --I 6" f O_ to tO _ Mn r o 0) V1 w a SEE DETAIL — J "Q" SHT. 2 _ N J SEE DETAIL �°L— w "C" SHT. 2 — `:.:/ n La Lo o Moa a ti f 6" 6 `r ° 00 " � w zo —�` 6" i I II ii II II 1 ° 3" o 3" - I " I— a a 3" "6 6 3" 3" SEE DETAIL F" SHT. 2 6" 6" 6" vi N m co W ATTACHMENT DETAIL °0-� cn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE �o 0 �o SIGNED AND SEALED BY LUIS R. LOMAS, PE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND (FLORIDA #62514) WITH THE LOWEST (LEAST) SE FASTENER RATING FROM THE DIFFERENT FASTENERS RIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED g BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 5-1/2" CENTERLINE. °0 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2• 4" X 4" FULL MORTISE BUTT HINGES N 0 a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a LOCATION. ; 1.50" 1.25" 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN MA2XS"MIN o.2s" L° z° ANSIfAF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM St AX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE A�ider� totMi OnrE 7/25/05 MINIMUM EMBEDMENT OF 1-1/4-. CL--I �-- y •, CL _ f FL N.T.S.W.- IV16 r s'-c3 By. SWS 3. WOOd BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. IYO BY. TYPICAL WOOD BUCK TYPICAL MASONRY OruwuvO W.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION DWC-MA-FLO132-05 - sHEEr 3 of 3 Florida Bixkling Code Online Page 1 of 3 Mon SCIS Home Log In User Registration Hot Topic ?Submit Surcharge `Stats&Facts Publications `FBC Staff BCIS Site Map 1 Unks Search Busines Pl'OSS{ ' roduct Approval Public User Regulation ® Product Approval Menu>Product or Application Search>Application Ust>Application Detall FL# FL8959-112 1, Application Type Revision ,--7, de Version 2010 licatlon Status Approved o *Approved by DCA.Approvals by DCA shall be reviewed and r 9 Jul- omments ratified by the POC and/or the Commission if necessary. I � � �'�!J app 9BB `pevo®e Archived I,� q{pp o 0 oPOOOO O P duct Manufacturer Masonite International yActdress/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber @masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A h4://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtf!Hjomu3L8Yf... 9/19/2012 Florida.Building Code Online Page 2 of 3 Date Submitted 03/04/2012 Date Validated 03/11/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products FL# Imodel,Number or Name Description 8959.1 Metal-edge Steel Side-hinged 6'-8"Impact Glazed I/S Single or Double Door w/or w/o 113oor Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2015 Design Pressure:+50.5/-55.0 Installation Instructions Other.Evaluated for use in locations adhering to the FL8959 R2 II FL0174.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 6'-8"max nominal size. I FL8959 R2 AE 502A.odf When large missile Impact resistance is required, Created by Independent Third Party:Yes hurricane protective system Is NOT required.See detail DWG-MA-FLO174-07 for additional Information. 8959.2 Metal-edge Steel Side-Hinged 6'-8"Impact Glazed O/S Single or Double Door w/or w/o 1Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL8959 R2 C CAC NI008080.0i.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8959 R2 H FL0174.odf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 6'-8"max nominal size. FL8959 R2 AE 502A.odf When large missile Impact resistance is required, Created by Independent Third Party:Yes hurricane protective system is NOT required.See detail DWG-MA-FLO174-07 for additional Information. 8959.3 Metal-edge Steel Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o IDoor Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2015 Design Pressure:+47.0/-50.0 lInstallation Instructions Other: Evaluated for use in locations adhering to the I FL8959 R2 H FL0176.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 8'-0"max nominal size. FL8959 R2 AE 501A.odf When large missile impact resistance is required, Created by Independent Third Party:Yes hurricane protective system is NOT required.See detail DWG-MA-FLO176-08 for additional information. 8959.4 Metal-edge Steel Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o IDoor Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2015 Design Pressure:+50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176.odf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 8'-0"max nominal size. FL8959 R2 AE 501A.pdf When large missile Impact resistance is required, Created by Independent Third Party:Yes I urricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional information. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtD omu3L8Yf... 9/19/2012 Florida.Building Code Online Page 3 of 3 sack Next Contact Us::3940 North Monroe Street Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click b=e. Product Approval Accepts: EM rM No IM CNA Dvw'� F- 4 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfMiomu3L8Yf... 9/19/2012 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIR aDedicated to making Florida a ,betterplace to call home' JEa sum tHACneus c.t:oH c MEMORAMUM .FTood&Binding Comnnission Raul L Rod 9=4ATA, � Date: December 6�MIS; P,w> Dizxkrswd oa ofhodu.ct C^,t>trnpl SaW forthe hdigb Velocity Hurricane Zone and Otb a Areas A=Cp tug`2 OWe h?kwz%Sbfttm section.553.842,gmenr.local.and state approval of buDding pwdwb dkeo*reheated to the struct ual wind resisteaw of buUngs.The law establishes speCM methods fw maw&wtucrers tO demoo eft compliance with the Flacl& .Building Code but gives tits mmuDictum the option of Dbte&ft ezithw local cr stab apw"L Star approved products must be wceptod by local jud�ns wit m ttte: fim atits of use establisW by the stato approval without raWkanent for further tesft evaluation or submission of ovid mwe. 010d& Statute, section 553.842(4) Products or n edtods or systems of consuvotion requiting approval Under L 553.77 mast be approved by ate of tape meftds wta L4wd in subsection(S)before their we in conshuction in ft state.Products may be approved by the conutIfisim for statewide use.NotwWistmuffing at local govoramwes authority to amend the Florida .Bading Code as provWe d in this&4 stet vh&apgz'at,aval stall precludes 20cal jwisdMm$toym r 0qu it ft fimrther tcs&&evashljm4 cr snbmissim of Aw evklenae as it cmilition of using the prodwt so long as the product is being used cuonsisbemt with Ilia conditions of its approval.)Wheat a product is state -' --- ad thus LoW fivis"oe's mjftritf.extw& +only' to daeknnWng fEie pmdud is being used within the condffi=estabftW by the gpruval. Sute aawoval of products for use in.the High Velocity Ehaicane Zaaae(HVM)is eommo*but not always based on.a Dade Notice:ofAceeptanee"(i`TOA).The Late►guara,ttiees a►aautlf wt0=cheer means of dig oamplimm with EWM meets so long as &air products am tested or evalna¢ed using the standar&that apply in file RWM The Miami Cade ComPlianw Ofce reviews applicaflow fear stabs approval of RVW pro&cts and advise the F19rTda Building Comnuitssion oa their compliance with HVHZ sbodardL Comply am be determined by accessing that state approval Online using the state approval nu tubw t#.ean checking file Awdards products wwo tested to and the`Suitat ions ofuseY doctwon Approval by throe State or Miami-Ds&County allows=gytmw of a pro&Jct far use within thus HVH& However,the bading permitting authoriW must determima whethw products comply with the requ of the Code specific to the Wdbg they are used kL The Sate or ltdiami-Dade approvals provides the h&naation required for this detearminatiom des testing or engweerieag ovdanfi n cannot be required w1m the pmait applicaa wishes to demonstmW the product can be used outdcle of the approved.lih itadow ofimm 3655 SHUNARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32395-2100 Phona:.86a.488.8468tSvncoin 278.8488 FAX: 850.921.078lf8uncom 291,0781 Internet address: httnwwww dom state �Its CRff)CAL9rA*MC0ICEItlMrft00M= 00UNUOYPLAWSM 9W9RaiWWN NAQEX6rr H000i1GR0DatAnlNrKOEV@ IEIMT E yg, A THE FLORIDA SENATE `� ratlahassea,Florida 32399-1100 Arra1r%CtWr r., Malt=HcnaSeveaAp faBors Ta� DINT 0ASS l rocesGnea SENAI70R MICHAEL S. "MIKE"BENNETP 21st District October 26,2006 Chairman Raul Rodriguez Department of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice ofAcceptance(NOA), even though the state-approved products are being used consistent with their approvals. As you know,the law cl early states that a product bring a Florida product approval does note require Pff further documentation for use of pro uct. Sp cally,the law .in s.553.842(3)and(4): (3)Products or methods or systems of construction that require approval under s. ,that have standardized testing or comparative or rational analysts methods established by the code, and that are certified by an approved product evaluation entity,testing laboratory, or cerlifioatlon agency as complying with the standards specified by the code shall be approved far statewide . use (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established in subsection(5)before their use in construction In the state.Products may be approved by the commission for statewide use. Jurisdictions such as Parkland and Coral Springs as well as others in the Palm Beach, Broward and Made County area still believe that an NOA is required for all products. Requiring.an NOA Is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested,approved and validated for use within our state. There is a detrimental economic Impact to manufacturers when products are delayed in getting to market REPLYTO, Q WRdewaod ProfessWW Part;Strife 94 3653 Cortez Road SNeak Sradenbr4 F7orida 34210(941)727-6349 D 216 3ermte Ofte Btdidirg,404 South Mor;ros Street:Taifahasses,Ronda 32399-110D (850)487-5078 - SermWsWebsbc wwwAwnategov TOM LEE CHARLIE CLARY President of the Senate President Pro Tempore 3 ♦ • October 26,2006 Page 2 I am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements specfffed in the law and that clearly indicates that a separate Dade County NOA is NOT required for state-approved products. 1 also recommend that this memorandum be distributed to all local building officials and posted on the BOAF websfta i look forward to working with you towards a solution to this problem. Sincerely, Michael S.°Mike Bennett Cc: Secretary Thaddeus Cohen Tom Yeatman,Staff Director,Community Affairs Compallyz Masonite.International Corporation Certification No.: N1008080.01 19M Powis Road Certification.Date. 06/02/2007 West Chicago;IL 60145 Expiration Date. 05/31/2015 Revision Date: 12109/2011 Piroduett ?4tt I-Edge.$teal ImPaet+Gtoed lh,Mng or Out ingAoor /and wfo Impact Rated Sidelites(iv-Wood.Frame unless.notes) Specificatiou Tested To. AsTm o30/Tm 20U202aw InilPact Rating:Large Misltile Imput Rated The;"Notice of Product Certifieafion"is only valid if the NAM-.Certification Label.has been applied to.the product as described;within this document. The-certification label.represents product conformity to:.the applicable specification and that all eertificatift criteria has been satisfied. This;product has been approved for listing within NAMI's Certiflted Product Listing at w.NAmicertiffcationl e,..om.. NAiMI's Certification Program 3s accredited:Ixy The American National Standards.Institute(ANSI. Inswing, Glazed Design. Water",Test 'A stle TestReport.Number Configuration or or mavmuoi Pressure Pressgre: Iitlpact Drawing Number& Outswin . oe Size POs/N Rated Comments X US : S'0"k fZ'$" +R 55,4 2;86 psf Yes, NCTLL:2.i0-3431:-1 Single Maximum Panel Size::3'0"x 6'8" Anchor Details-MA FL0174-0:7 X OIS Glazed. 3x4"x 618+" +55.*4/-54.5 G:4.psf Yes �e l L 310-x#31-1 Single &.25:psf* 1 vCunum Panel Size:3'0"x.6'8" Anchor Details-MA-FL01'74-07 XX Glazed X,.6'.8 +505/-554. . 216 psf Yes NC'IL-210-3431-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-mA-FL0174-07 XX O/S Glazed 6'4"x 6':8" +55:4140.5 6:4 psf Yes NCT1r210-3431-1 Double 8.25.ps#'" .Maximum Panel Size:3'0"xVr XO/OQX chor OeWS-MP-FL0174�07 £lazed Door 6'4' c 68" +5t.5/-55;10 2..96 psf Door-Yes N 1'L-210.3431-1 Single w/Sidelite, Glazed Sl4elite Sidelite-Yes Maximum Panel Size:3°0"x.6'8" Anchor Details-MA-FL0:174-07 XO/OX C fS Glazed' boor 6°0S7'Xc.6'8" +55.0%54:5 co par+ Door-Yes NC rL-21D-3431.1 Single w/Sidelites dazed Sidelite $25: Maximum Panel Size!31D"x-6181"11_... psf* Si ..._........... _ .. 17 Anchor Dekat7swMA�L4}..4-p7 ... OXO 1/S Glazed Door 9'4"x 6V +50.5A55+4 2.8+6+psf Door-Yes NCTL X10 3431.-i Single WSidelites Glazed Sidelites Sldelites-Yes Maximum Panel'Size,3'0'�x 6'8" Anchor Details:M -'i6174-07 OXO O/S Gazed Door 914"'x 6''$" +55.41 50:5 6,4 psf Door Yes Wr1.410.3431-1 Single w/Sidelites Glazed SideUtes 8.35 psf* Sidelites"'Yes Maximum Panel Size:3'0":x:6,8" Anchor Details-MA-FL0174-07 OXXO 1/S Olated.Doors i'-re x ws" +J0'$/55;4 2.86 paf Mors-Yes NCrL,21"431-1 ,Ruble w/Sidelites +G'la Sidelites Sielelitn5- o$ Maximum PA WI Size:3'0"x 678" Anchor Details-MA-FL0.174-07 OXXO O/S Glazed Doors 12'0"'x 6'"8" +5S';1T/�Stl a 6 0 psf Dotlrs�Yes. "1 CM-210-3431-1 Double:w/Sidelites Glued.Sidefites 8:25 psf' Sidelites-Yes K8x1mu 1,S3ze:3'0"x:6'8" *fth Dam Threshow AnLJi tls-MA FL0174-07 National Accreditation&Management Institute,'Inc./4794 George Washington Memorial Righwa es, 23072 Tel: (8044).684-5124 Fax:(804)X84-5122 NAMI AUTHORiZI✓D.8IGNATI : Lu/s R. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewlsvllle,NC 27023 Report#:502A 336-945-9695 Date: 12/29/09 Product Double Door with sidelftes 12'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA FLO162-07 DWG-MA FLO122-05 DWG-MA-FLO134-05 DWG-MA FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA FLO153-06 DWG-MA FLO170-07 DWG-MA FLO126-06 DWG-MA-FLO142-05 DWG-MA FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA FLO160-07 DWG-MA-FL0175-07 Anchors to be qualified: 1.#10 Wood screw,for installation In wood frame substrates. 2.3/16"ITW Tapcon,for masonry installation Anchor capacity In shear condition: Fastener type:#10 wood screw (NDS 2005,11.3) Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t"= 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: Fa= 4,650 psi Main member dowel bearing strength: F.= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type:3/16"ITw Topton N.O.A.07-1126.10 Substrate:Hollow block Minimum embedment: 125 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 Ibs Actual C To C spacing: 3.00 In Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z= 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 Ibs Allowable Design Value: Z'= 189Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note:Anchors with the least capeaW Is used for calculations to qualify anchors with higher capse ty. Anchor calculations,minimum reoulred anchors ruble. Pressure against stops with bump threshold: 36.38,36.38 Design pressure: 60.0 psf Al �/ Max. Anchor A2( I 79.25 (ft) (II b) (in) O.C. Cap. Qty Land Result I I (in) pbs) (Ibs) Al A AI 2.3 138 WA N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK 72.75 A2 7.7 463 WA WA 171 3 154 OK t V- W . Ix Luis R.Lomas P.E. FL No.:62514 1 of 4 1/7/2010 Luis R. Lomas P E 1432 Woodford Rd. Manufacturer. Masonite LeYdMle,NC 27023 Report,#:502A 336-945-9695 Date: 12129/09 Double. Pressure away from stops: 36.38 36.38 f Design pressure: 60.0 psf Area Load Ind. Max. Anchor all 79.25 Zone (ftz) Obs) On) O ; qty Result Al 10.0 601 6.00 21.00 171 5 120 OK 1 A2 10.0 601 WA WA 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al Al Zone Area Load Ind. O.C. Cap. Arrclror Load Result EA12�-r Y (ft?) Obs) pn) Qtr A2 (in) abs) Obs) 79.25 Al 2.3 138 WA WA 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A9 1 7.7 463 1 WA WA 171 3 154 1 OK 72.75 A4 1 10.0 601 NIA WA 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor ' f .� .1 .� zone Area Load Ind. O.C. cap. Load Result AMY Y Y \ Al fta) Obs) Ong (in) pbs) `�'' Obs) Al AI 2.4 146 WA WA 171 1 146 OK 79.25 AZ 7.9 473 6.00 21.00 171 5 95 OK At A4 A4 a� A3 7.8 468 WA WA 171 3 156 OK A4 2.3 138 WA WA 171 1 138 OK 147.75 Ag 7.7 463 WA WA 1 171 1 3 1 154 OK Double with sidelites. Press m away from stops: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor t , Zone Area Load Ind. O.C. Cap. Load Result Y/ 1 1 Y (ft) Obs) pn) On) Obs) Qty Y Obs) A2I 79.25 A3 2.4 146 WA WA 171 1 146 OK AZ 1 7.9 473 6.00 21.00 171 5 95 OK Al Al A, 8.9 537 WA WA 171 4 134 OK A4 10.0 601 WA WA 171 4 150 OK 147.75 Double with sidelites. Pressure awinst stops with saddle threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Area Lond Max. Anchor Zone Area Cnp. Load Result (ftz) Obs) on) (in) pbs) Qt' Obs) Al A21 i I Y_ AI 2.4 146 WA WA 171 1 146 OK i I I I 79.25 A, 7.9 473 6.00 21.00 171 5 95 OK Ai Al A3 7.8 1 468 NIA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK 147.75 A3 2.3 138 WA WA 171 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A, 10.0 601 WA yy■■}+IA 171 4 150 OK .iaF 'jF> vj Luis R.Lomas P.E. +E� ♦ FL No.:62514 2 of 4 1/712010 Luis R. Lomas P.E. 1432WoodroMRd. Manufacturer. Masonite Lewis le,NC 27023 Report#:502A 336-945.9695 Date: 12/29/09 Anchor Locations: Double door with sidelites 1 I � f I -• S � m m Ir I Y m m lA Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. Luis R.Lomas P.E. FL No.:62514 3 of 4 1/7/2010 Luis P. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewlsvple,NC 27023 Report*502A 336-945-9695 Date: 12/29/09 ,Anchor Locations: Double door 36.38 ►+ 36.38 6.00 TYP. 6.00 TYP. — 18.19 TYP. 3.00 TYP. e ► 6.00 13.45 MAX.O.C. 79.25 1 6.00 r Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. IL wti, s} : gg ,,►`.�+ '� .sue-. ►,��> Luis R.Lomas P.E. 4 of 4 FL No.:62514 1/7/2010 LO 149° AM. OVERALL FRAME WIDTH O DO L-EDGE STEEL DOOR t NIT 21" MAX 36.375" MAX__ 37.5" MAX. ¢ Q [76�-8('GLAZED D UBLE DOOR WITH/WITHOUT SIDELITES D.L.O. W/ASTRAGAL FRAME WIDTH z w cJ Q LL U GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO $ LLJ � THE FLORIDA BUILDING CODE AND WHERE PRESSURE "" REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, oo n°'. � U?) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. �C 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. p :x w 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN W x ACCORDANCE WITH SECTION 2220 OF THE FBC. a_ 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. t- 5. PLASTICS TESTING OF LITE FRAME MATERIAL: °a � TEST DESCRIPTION DESIGNATION RESULT y °z SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F 16L po19 RATE OF BURNING ASTM D635 0.77 IN MIN $ I w SMOKE DENSITY ASTM D2843 13.4% z cs TENSILE STRENGTH* ASTM D638 7.507. DIFF $ Jv * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING O 4500 HOURS XENON ARC METHOD 1 °p a DOUBLE DOOR UNIT W/SIDELITES a. d Abdo lb wM m Ube 0 V) ail Ltj ar SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SI G E OOR NITI ,E DOOR UNIT W�SIDI=CITES DOUBLE DOOR UNIT W/SIDEZITES WITH SIDELITE WITH SIDELITE z WHERE WATER INFILTRATION PERFORMANCE IS DAM 6/?/07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SHEET DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* SCALE: N.T.S. X 37.5 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 M. BY: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -55.0 +55.0 -50.5 +19A -19.0 +40.0 -40.0 +55.0 -50.5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 _ K BY 3. ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5' -55.0 +55.0 -50.5 _+19.0 -19.0 +40.0 -40.0 +55.0 0.5 Kt1Rf BALTFiAZOR DPAWING*NO•., OXXO 149 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. DWG-MA-FLO174-07 * High Dam Threshold Design #56533 SHEET I of 3 ocx:r_, � O 6" SEE DETAIL 3„ 6" {.Q I_ " "E" 3„ \ 3" 3" -__I 3" -- 3" 1 -- 6 _ uj C} � to CL LU Lo U d 0) I--- SEE DETAIL in to Q 0 c. SEE DETAIL SEE DETAIL -3;� M O A " 8 : G G H H 4 z 6 o ' 6" 3,. J to its m _ 6" 6" _ ' . �'� w 65 Ad " _ a _ 3 " „ 3 3" 3 3" 3" 3 6" 6" � - 6" 6" n n. SEE DETAIL >- F m #8 x 2-112" ASTRAGAL RETAINER BOLT HOLE v, #10 x 5/8" o,,, MUST BE DRILLED THROUGH o THE THRESHOLD & INTO THE � #8 x 2-1/2" STRUCTURE DEEP ENOUGH ++' #10 x 2-112" DETAIL "E" ASTRAGAL FOR A 1 .375" THROW 8 x 2-112" ATTACH ASTRAGAL RETAINER BOLT x • # / 10 5/8" *° #10 x 1/2 STRIKE PLATE TO FRAME DETAIL F ASTRAGAL # AS SHOWN. � #10 x 112" " o ,l�10 0.124 ANNEALED 1... �,� INSERT 7T X 2-112" 0.090" SAFLEX Ir. (NOA 09-0127.13) (OPTIONAL) DETAIL "C" 0.124" ANNEALED .0124" TEMP. DETAIL "D" ci z a DATE. 6/1/07 0.96 QOR qua DOW 832 2 ^ ° OR EQUAL S N.T.S. 1.37 " 1.047" °� ' Owc. BY. SWS S 1.75 # '�+t°.: _ !,. ! EXTERIOR INTERIOR CHK. 8Y: 3 TYPICAL GLAZING DETAIL �'j DRAVANC NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O-ZS THRESHOLD IMPACT RATED GLASS .z DING—MA—FLO174-07 SHEET 2 OF 3 Lo a QO 4, o SEE DETAIL " 6" 6" --i "E" SHT. 2 3 3" 3" Q --I j I I I I ! I I I ! cc 6" 6" " 6" 6- - W p Q 6 p c a_ X: to M Lo CJ t�J Lei[ 0 u SEE DETAIL in "D" SHT. 2 — J SEE DETAIL "C" SHT. 2 A _ u 8 w Ir w 0 G z N B o z 6" `t ° 'o ex E 2 0 8 6" _ � $ m ° to 2 x LAQ I o 3" t g 3" 3" 3"6' 6" 3" 3" I� a SEE DETAIL 6" 6" "F" SHT. 2 6" m ATTACHMENT DETAIL o 1 . ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, D SIGNED AND SEALED BY LUIS R. LOMAS, PE � (FLORIDA #62514) WITH THE LOWEST {LEAST} HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE , °�+'; & ': SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" AT 5-1/2" CENTERLINE. ° SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN ._..A25" 2. 4" X 4" FULL MORTISE BUTT HINGES. MX LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL --� -z.-: °z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE "`= DACE: 6/1107 MINIMUM EMBEDMENT OF 1 -1/4". SCALE. N.T.S. TYPICAL Cat ,: DWG. BY. SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION . TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB DRAWING No.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. IDWG-1,11—FL0174-117 SHEET 3 OF 3 ar TA Miami Shores Village g 1 � Building Department JUL 0 1 2013 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 r Tel:(305)795.2204 Fax:(305)756.8972 �( INSPECTION'S PHONE NUMBER: 305 762.4949 FBC 20 L� BUILDING Permit No. PERMIT APPLICATION Master Permit Ncp—C 1:3 — 1 s -� Permit Type: BUILDING ROOFING JOB ADDRESS: 142 NW 99 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: It!31— 01 -O 1q" Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):B&L REALTY HOLDINGS, LLC Phone#:305-519-6968 Address:3900 NW 2ND AVE City: MIAMI State: FL Zip: 3312.1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AG STAR CONSTRUCTION Phone#: 305-219-3448 Address: 1827 NW 1 ST ST City: MIAMI State: FL Zip: 33125 Qualifier Name: AXEL GALDAMEZ Phone#: 305-219-3448 State Certification or Registration#: CGG 15 %4OO Q6 t Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ '2 %0 0 0 Square/Linear Footage of Work: �� Type of Work: ❑Addition UAlteration UNew U_Re 'p /Repla UdDemolition Description of Work: REMOVE OLD TILE FROM HIGHLIGHTED WALL OF BATHROOM#2 AND REPLACE WITH NEW TILE C-H Rev- 4 S 41oo o, $k 4 C,r r-,to a o a gz co Color thru tile: Submittal Fee$ Permit Fee$ CJC J 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 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 h it Signature 4�� Owner en Contractor The foregoing instrument as acknowledged before me this 9 The foregoing instrument was acknowledged before me this 9 day of JULY 20 13 by MICHAEL BROMLEY day of ,2p t3 ,by AXEL GALDAMEZ who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: t Sign: _ Si P,,- rW RONNI BLANK woo•eowsgRietoNBFJoLi Eltob) �' _ <<""1, RONNI B INK Print: `0-- ;, Print: ®NC eE000573 My Commission Expires: EL900033 0 N0I99IWINOO AUK o= My Commission E pie �°l��' rlV1g INFdC��9 v?e?dAtiav' ± .° EXPIRE,. 21,2014 pm o ...com (4 7 398-0153 None— APPROVED BY ��r�' Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) OK CFM 20130503031 BOOK 28694 PAGE 2417 DATE:06/2512013 10:33:28 AM DEED DOC 1,320.00 HARVEY RUVIN,CLERK OF COURT.MIA-DADS CTY Prepared by and Return to: Bay National Tide Company Sebrenna Strickland 13577 Feather Sound Drive,Ste 250 Clearwater,FL 33762 Pile f.BMT 20265 Parcel ID#;11-3101.024-0040 �0r officia t}e�Y Colo, ce onty SPECIA 'W DEED (Corporate Seller) THIS INDENTURE,made this 20th day ofJune 2013,between Polymadde Properties Inc,a California corporation,party of the first part,and B&L Realty Holdtags,LLC,A Florida Limited Liability Corporation,whose maAing address is:3900 NW 2ND Ave,Miami,FL 33127,pattylPartles ofthe second part WITIVBSSETH• Firsts party,for and is consideration of the sam of TWO HUNDRED TWENTY THOUSAND AND Noll 00 DOLLARS ($220,000.00)and other valuable considerations,lee,-Apt whereof is hereby acknowledged,does hereby grant,bargain,sell,ahem, towi releases,conveys and eonfi err;unto second party/parties,hWhedthev heirs and assigas,the following described property, Lot 13,and the West 25 feet of Lot 14,Block 1,Barnmar Park,according to the map or plat tbere4 as recorded in Fiat Book 17,Page(s)11,of the Public Records of Miami-Dade County,Florida. Mom commonly known as:142 NW 99 Street,Miami Shores.FL 33150 Subject,however to all covewift Conditions,restrictions,reservations,limilaticrts,easemems and to all applicable zoning ordinances and/wad restrictions and Prohibitions imposed by governmental authorities,if arty. TOGETHER with all the tanemwte6 her"taraw&and appurtenances thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD the same in fee simple forever. AND the party of dre first part hereby covenants whir said Party of the second part,that it is lawfully seized of said land in fee simple:that it has good right and lawfrd=the*to sell and convey said l and;that it hereby fully warrants the We to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the fast part r CFN:20130503031 BOOK 28694 PAGE 2418 FN WITNESS WFWMOF,first party has signed and sealed these present the date set forth on . u^k 2013. Signed, delivered P athk Pro r, in perties Io a Califoraia co ration Wita�ess s re Print witness name Priat Nam �.,_.,. Address. �,.�vr;tuess slge�atnre ��,� vaue}n,CA 94590 Print witness name (Corporate Seai) State of ^— County of THE ORWOING INSTRUMENT Wes acknowledged be fore me this U day of fktA iQ./ by,-. ofPalyamtwc 2013 Hy known to a or who has produced driver's licemte as idar ication. ernes Ind a California cotparatien Who is T;TotalyNotPubli 1��1} COOR selaa Na. to= N �`Co Commission Eqr-_° utgAl Q t+r+ �+».nur+e arts More commonly known as: 142 NW 99 street,t►umg Shares,n 3 ISO