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WS-13-1614 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195494 Permit Number: WS-7-13-1614 Scheduled Inspection Date:August 20,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MADSEN, PAUL Work Classification: Door Replacement Job Address:335 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060136260 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Debbie-Owner 305-582-1415 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 19,2013 For Inspections please call: (305)762-4949 Page 13 of 32 Miami Shores Village g .�� Buildin g Department aA 10050 N.E2nd Avenue,Nami Shores,Florida 33138 Tea:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)7W%9 BUILDING Permit No. FBC 201 PERMIT APPLICATION Master Permit No. 3 1 °' �p 1 Permit Type: UILDING ROOFING JOB ADDRESS: Lq c City: Miami Shores County: imp Dade -Zip: FoliolPa=*. Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleho y�aLlt ( ph - 7 _ 7j �5— Address: .r City:City:• e Sta . ff Tenant1essee Name• Phone#: Email: h CONTRACTOR:Company Name: 1 4-e r . Phone: Address: City: State: Z;p: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency 0: Contact Phone#: Email Address: DESIGNER:ArclutecdEngineer. Phone#: Vdae of Work for this Permit:$ / D J5 Snnmr/IA*ear F of Work: Type of Work: DAdditi Alteration ONew Q �P� t d]Demolition Description of Work: C. �DU�r�o�5�5 , Color thru file: %WWtW Fee$ Permit Fee$ t s7 CCF$ CO/CC$ SumningFee$ Radon Fee$ DBPR$ Bond$ Notary$ Training�Education Fee$_Technology Fee$ _ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ c- j 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 applicara 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 approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The fore o' instrumeent was acknowledged before me this_q The foregoing instrument was acknowledged before me this day of_� ,2v�by Y�r - O� � day of .20_,by who is personally known to me or who has produced , 1 who is personally known to me or who hassproduced As identification and who did take an oath. as identification and who did take an oath. NOTARY PNLIC: `\��►►►►uuniiO�,�i S rl V� '�•,, NOTARY PUBLIC: r , Sign: I 2416 Sign: Print: Print: My Commission Expires: %�cf'j .EE113059;�p`z My Commission Expires: . *�+ease+�a*+s«+�*ete+�a«e*e+s>k*ea*i<**w�«i�s��e.+�ws:«*e*��*«ae�s*t*«*.*e#*aa�«*ee+�*w�*.e*e+�«e*ate*«e+�seexxxaas+��**te• APPROVED BY Plans Examiner. Zoning "I'D 1 Structural Review Clerk (Revised 3/12012XRevised 07/10alXRevised 06/100M)(ReWsed 3/15/09) t Florida Building Code Online Pagel of 3 • 8 k e(: a ;;+; ;trt i"�p'.;j:9 BQS Rene tA9 In User Regatratlon Hot Topics SuMNt Surcharge 5tats&Fads RtbOeMns F8C Stag SOS Site Map Unto Search Pusines��al� rofessi�n4USER:Product Approval Public Urm °'.'.)iiil.iul' Prody5tdVP'a'M'ai mm.Grad:.cS Or Ao>b nn..n cenrcn>Atinkcation L18t>Application Datall ` Fl.s FL15210-R3 ,*�as.�una.. f-,;%'':.n;•t s Application Type Editorial Change Code Version 2010 w Application Status Approved (n Comments ## q I— L Archived JUL S t 0 i� ❑ � W r- g LL Product Manufacturer Plasipro Inc./Nanya Plastics Corp W. � W Address/Phone/Email 5200 W CENTURY BLVD. — Cr LOS ANGELES,CA 90045 > T O (440)969-9773 Ext 16 ~_ (n +� < rickw@rwbldg=sultents.com N ° i U _1 Authorized SigneWre Vivian Wnght Imam E nckw @rwbldgconsuitants.com cIY 0 2 Z Technical Representatrve Scott Johnson U AddreSS(Phorte/EmeN 5200 W Century Blvd. ❑ W t-- J Los Angeles,CA 90045 (1J O (440)969-9773 Ext 18 -> ❑ 2 LA) Z AM EML scottjohnson @PwAproinc.com !�S?- Q Z ❑ U Q Mir cill4ftnour Z C) -7) i4 cc Cr W Quality Assurance Representative Ron O'Conneff O Q Address/Phone/Email 5200 W Century Blvd. Q N M rn (n Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell0plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assembly Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated BY Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence COIgt�JJSAt¢9/Jng ,. OMMLaCr Referented Standard and Year(of Standard) Standard Year ASTM W929 19% ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards CerVW By http://floridabuilding.org/pr/pr app_dtl.aspx?param=NvGEVXQwtDgv3yVVKJZIQRCFPq... 7/16/2413 1 Florida Building Code Online Page 2 of 3 Flor�Z�4.ida Licensed Pro/eSSronai Engineer or Architect EL� 33_E,auH�.gLSZAdD�t9S.��j Sections from the Code Product Approval Method Method 1 Option 0 Dote Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 i Summary of Products --- R.A Model,Number or Name 15210.1 .Smooth/Wood Grain/White wood '8•Impact'Opaque Fiberglass Single Door-Inswing/Outsw ito(X- ; am/R'Stdt/Mahogany Series O Fiberglass Configuration) Fr/1 `Limits or Use Approved for use In HVHZ:Yes F t��5�i�fin+III Nn5T�1 2101 odr Approved for use outside HVHZ.-Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact r sisure- Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any additional FL15210 R3 AE AL 15210.1.od/ use limitations.instanation instructions and product Wars. Created by Independent Third Party:Yes 15210.2 .SmootlVc/Ma ga ySe-ti e Wood '8"Impact`Opaque F11 r XO;s Single Door with SldeUte or 5ldelites- Grain/RustiUMalnogany Series 0 FiberglafiS Inswing/OutSwing(OX or X0;OXO-Configurations) I Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI�5210_i ..U.INST 15210-2.etlf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:YeS valuation Reports Other;Other;See INSf 15210.2 for Design Pressure Ratings,any additional F],}AZIP�,�1g..6�._A€�1_IAL 15210.2.Odj use limitations,installation instructions and product particulars. Created by Independent Tmrd Ps :Yes 15210.3 .SmOOM/Wood Grain/White Wood We*Impact'Opaque Fiberglass Double boor with or without Sidelites- Grain/Ruatic/Mahogany Series 0 Fiberglass Inswung/Outswhng(XX:OXXO-Configurations) Door E Limits of Use nstallaUon Instructions Approved for use In HVHZ:Yes FLI5210 R3 II INST 15210.3.ndf Approved for use Outside HVHZ.Yes Verified B Lyndon Impact Resistant:Yes y: epe F.t Third],P.E.43409 Design Pressure:WA Created by Independent Third Party:Yes Evaluation Report Otter.See INST 15210.3 for Design Pressure Ratings,any additional fl 1 210 R3 AF EVAN 15210 3 bdf i use limitations installation Instructions and product particulars. LLMtW by Independent Third Party:Yes 15210.4 -Smooth/Wood Grain/White WOW 6'8"Impact'Glazed Fiberglass Single Door-Inswing/Outswing(X- radn/RuSOUMahogany Series 0 Fiberglass nffguraten) Door 'Limits of use Installation Instructions Approved for am In HVHZ:Yes W5210 R3 11 INST 15210 4 w Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 :Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Other.See INST 15210.4 for Design Pressure Ratings,any additional EL1521a R3R E EEVVAL 1571 n e.err use limitations,installation hnstruetions and product particulars. Created b In dent Third Pa :Yes 15210.5 S Grain/White Wood '8"Impact"Glazed Fiberglass Single Door wM SileIRe or Sidelftes- rain/RUSUC/Mahogany Series 0 Fiberglass nswing/Outswing(OX or XO;OXO-Configurations) DOOr Limits of use Installation Instructions tar use In HVHZ.Yes EL12219 R3 If INST 15210 5 tw Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Pa Design Pressure:NIA Party:Yes Evaluation R Reports use mi See INST 15210.5 for 1>e+I4n Pressure Ratings,any additional F125210 R}nF EVAL 15210 5 odf use limitations installs Instructions and utt particufars. Created 1 t Third Parry:Yes ,15210.6 .Smooth/WOod Grain/White Wood '8"Impact"Glazed Fiberglass Double Door with or without Sidelites rain/RuWWMahogany Series 0 Fiberglass lnswmg/Outswing(XX•OXXO-Configurations)Door Limits of Use Installation instrudbrrs Approved for use M HVHZI Yes EL S?1.Q L INST 15710 a nAt Approved for use outside HVHz.Yes Verified By:Lyndon F.Schmidt P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Report Other.See INST 15210.6 for Design Pressure Ratings,any additional FU-5210 R7 AE EVAL 1521 D R„nf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes ' 25210.7 .Smooth/Wood Grain/White Wood V*Impact"Glazed Fiberglass Single�r-Outlining(X- Grain/RusbOTA hogany Series 0 Fiberglass figuration) r It of use Ir►stanation Instructions Approved for we In HVHZ.Yes FLIS210 R3 11.Ins*_152117 7 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:N/A hill Report Other:See INST 15210.7 for Desgn Pressure Ratings,any additional fL15210 R3 AE Eval 15210.7.odf Use limitations installation instructions and product particulars. Created by independent Third Pe :Yes 15210.8 http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgv3yVVKJZIQRCFPq... 7/16/2013 t Florida Building Code Online Page 3 of 3 h.Smooth/WOOd Grain/White Wood '0-Impact`Glazed fiberglass Single Door with Sidelte or Sdelites- raln/RustiGMahogany Series 0 Rberglass utstNrng(OX w XO;OXO-Configurations) Door Limits Of Lisa Installation Instructions Approved for use In HVHZ:Yes &15210 R3 V Ing15 10 A Mi Approved for tree outside HVHZ:Y� Verified By:Lyndon F.Schmidt P.E.43409 Impact R�isure:;Yes Created by Independent Third Party:Yes Resign Pressure:N/A valuation Reports Other.See INST 15210.8 for Design Pressure Ratings,any additional Evaluation R3 AE Et 1521 n R -'f use timitailons,installation Instructions and product !ticuiers. Creet� I dent ThiM 11a :Yes 15210.9 i /W�d G raln/White Wood O'Impact-Glazed Fiberglass Double floor with or without sideltes tic/Mahogany Series 0 Fiberglass utswing(XX;OXXO-Configurations) Door Units of Use nstellatlon Instructions Approved for use M HVHZ:Y� R 115210 R3 II (rl5t is�+n o i1r1/ Approved for on outside HVHZ:Yes Verified By:Lyndon F. 210.Schmidt P.E.43409 Impact lressur : Yes Created by independent Third Party:Yes DeBbn Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional R 1,5,7111) R3 AE Eval 1;222,}0_9 oa UN limitations,disinflation instructions and product particulars. Created by Independent Third Party:Yes 15210.10 =Min/Rustic/Mehogany/White Wood 8'0`Impart•Opaque Fiberglass Single Door-Outswing(X- Series 0 Fiberglass Configuration) Limits of Use Installation Instructions Approved for use M HVHZ:Yes ELIS219 R3 II INST 1521n 10 Odf APProtred for tree outside HVHZL Yes Verified 8y:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Other:Sea INST 15210.10 for Design Pressure Ratings,any additional EL1S2I4..A;Lf)€.-EVAL 15230.10.OGf use limitations Installation mstructons and product perbcutars. Crested by Inds dent ThirParty:Yes 15210.11 Smooth/WoOd Grain/White Wood 8'0'Impact"Opaque Fiberglass Single Door with Sidellte or Sdebtes- Graln/RUStirJMahOgany Seri 0 Fiberglass utswing(Ox or X0;OXO-Configurations) Door Limits of Use Approved for use in HVHZ:Yes nstallathm Instructions Approved for use outside HVHZ:Yes FL1s210 Ruj-INS 04011 odic Impact Resistant:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Design Pressure:N/A Created by Independent Third Party:Yes vaports Othert See INST 110.11 for Design Pressure Ratings,any additional FL152102R3R 52 AE WALL b t Third 11 icy: use limitations,installation Instructions and product particulars. Created In dent Third Party;Yes 15210.12 I.SmooM/WOW Grain/Whtte wow 0`Impact'Opaque Rber9lass Double Door with or without Sidelites- i ram/RuStWMahogany Seri O Fiberglass utswing(XX;OXXO-Configurations) Door Llmiffi of Use ItlsKaltati,n Instructions Approved for use In HVHZ:Yes F1,15210 R3 U INST ls�nn 12 runt Approved for use outside HVHZ:Yes Verified ey:Lyndon F.Schmidl,P.E.43409 I i Impact Resiatartt:Yes Created by Independent Third Pa Design Pressure:N/A Party:Yes Eva Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional FL3521O 5210 R R3 AE coal 1 571 n.2 cult use limitations,ifMaaation f tstrurtions and product particulars. Created by Independent Third Party:Yes 15210.13 m.SmopM/Wood Grain/Whtte Wood '0"Impact°Opaque Fiberglass Single Door with Surface Bolts- rainntusbcfMahogany Series 0 fiberglass Outs* M9 berg rig(X-Configuration) Limits of use Installation Instructions Approved for use in HVHZ:Yes FL15210_8.1 11 INST 15210-13, Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact esisre: Verified KCreated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other'See INST 15210.13 for Design Pressure Ratings,any additional Fi35j",R, AE EVAL df 15210 13 a Use limitations,installation instructions anti Product particulars. Created by Independent Third Party:Yes 15210.14 .SffootlVWOOd Grain/White Wood 8'0"Impact'Opaque Fiberglass Double Door with Surface Botts on Active� Grain/RustidMatnogany Series 0 Fiberglass Dow panel-Outswmg(xx-Configuration) Door Umith of Use Installation Instructors Approved for use In HVHZ:Yes FLIS210 F3 II)FIST 35210 14 odf Approved for tree outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant*Yes Created by Independent Third Party:Yes Design Pressure:N/A valuation Reports Others See INST 15210.14 for Design Pressure Ratings,any additional us FLI5210 R3 AE EVAL 15220.1e wdr e I'm' bons,installation Instructions and product Particulars. Created by Independent Third Party:Yes ntaa Hs::1940 North Monroe Street,JAHMMM EL 32399 Phone:850-487.1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida ::Privacy Statement::Aopessitilft Refund Sreternen under Florida law,email addresses are Public records.If you do not want your e•ma0 address released in response to a public-records request,do not see electronic mad to this entity.Instead,comae: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.Itcrum"licensed under Chapter 455.F.S.must provide the Department with an emad address it they harm die.The malls Provided may be used for Official commumicatwn with the license.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 avaeaWe to the Public.To determine d you are 8 d�;lsee'under lTapter 455,F.S..Please click IM. Produxt ApPMVW Accepts; ME71 Fos Mu- Lmm gig M wx urlts:!;cv!.., mi ; http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ I QRCFPa... 7/16/2013 qz P lastpro 52W W. CENTURY BLVD. $ u LOS ANGELES, CA 90045 37-V MAX ' 4 N UZI MAIVII 111011,Smooth/ Wood Grain/White Wood Grain Rusflc/Mahogany Series O Fiberglass Door INSWING/OUTSWING GBdERAt NOTES PACT 1. This product has been evaluated and Is in conVAanco with the 2D16 florldo bolding Code(FBC)struchac> re kemenis Including the Ugh Veld Hurricane Zane"(HVH4. v 2 f d sse uct anchors shall be as listed and spaced as shown on detalls.Anchor embedment to tx rnaterii�i /� shall be beyond wall dressing or stucco. au .� 3. When used in Hie"HVHZ'this Product corrpalles with Section 1626 of the Florida Bolding Code and does not require an frrVW resistant covering. 4. When used In areas outside of the°HVHZ"reguuing wind borne debris protection flits product complies with 0 Section 14%.1.2 of the 2A16 FSC oral does not require an knpact resistant covering.This product meets n*ft level°D"and includes Wuxi Zang d as defk>sd in ASTA1 E 1996 and Section 1669.12.4 of the W. � au 5. For 2x stud consi ruction,anchoring of these a nk.shall be the sane as that shown for 2x buck mosorny cons1ructlam 6. Site cordttons that deviate from the detals of this drm%tg require farrther engineering on dy*by a fk onsW engkteerorre&hnedcscMtact. '• Outswfng Conftrrotk M meet wafer h0fration requkements for"HV it All other confl meet the water Motion ghobitas le not at ttabHabfe locations t�equuernenis far the'?Nt•IZ^aid must be insialed only to notrbsabitable areas or Protected by an overhang a canopy such f hot ft Onge between the edge of canopy orovwhong to sa Is less thou 45 degrees. iAALEOFCOM MS_ .�. RtNfiDN "— ,sW�y r ` 2i I We 37.50" 4 td and iNS x 5 Y WiPtCa 82. Lon 63Z 16112 6 00° 7 _._ 37.50° N.T.S. 8 OUTSMNO x '--=� °A° `+K 9 Czauxmem -- ----- 81.13" as sx: LFS & t0 BBot+r�ts+� rp, g See sheet,2&3 for hordnaro and fife home desk pr@Sswe knA ulion, FL—t82t o.4 t° o srs�r ova w a: f I I 0.7' 01 G2 2r of•__1 � TOP RAIL 4 • N :ria: h L 1 a HINGE ME(I vI) C"NHORaovAL COS sccoW LATCH sm (LvL) j 35.75'DOOR WIDTH $ 2 _ Gi +� } G2 a . o MARDWAUTAMF -AA-IL DOWN h MANWPACMTSER 6TODF[ Pry •°, e2 _ . y _ KNOI: 316NA1UR8SER4ES .e... DUN= _..__.. sm"TU RBSEin +(m) 75 KN08: 'P'SERRM(P81) SEE HARDWARE __ OE sm. "R'Sam("W62) ±75 FlBERG1ASS SKiN + \'. TABLE PAAW LEY _— FLU am 4� (0.178 MIN.THK.) ouWarnr. _75 ��s� !!� \ FOAM CORE SEE HARDWARE HOPPE AUTI-POW LOCK: 340IN1 TOMM } � -� 1 TABLE .4 FCF MUJ.) i W i P WILL-PO81T wCZ: TRILeST81MW"3000' 175 •`�..3l..rh..• 14 J-- 1 T. i•�t � See sheets 6 mTtl 7 Ta mUIO Po1n1 Txk deter, BOTTOM RAW. 'mrn^ n iD (COMP.) Pan 02/16/t2 a N Im JK 1 R PANEL ('2-'\V90CAL CROS SmTlom 2 ea LF5 3 ommo Not d 4 FL-15210.4 0 a 24 27 MAX Fila WIDTH 2D-VMAX. DLO.WITH 12 3 5/r GLASS SITE .2 n12 w- I 1*OVERALL GLASS INK. I I Ar ANNEALED GLASS IM OM PYS INTERLAYER SARB(SYSOUMA It I ff ANNEALED GLASS AIR SPACE ll� 5 lArTEMPEVMGLASS ALUMINUM SPACER GLASS' E'I X, E 5 U"P 40 5 GLAZM 102 INT, UIEFRAMETARE QA 4 (TYP.) Dam QDL LITE FRAME MAMWACMM MAX ODL ±75 24*h�� FRAME 2D.7S*MAX- RSL ±60 D.L.O.WIDTH c; I rt GLASS an •i 1-11,C OVERALL THK GLASS I IT A14NEALED GLASS @3) MM PVB WMLAYER SAREK BY SOLURA 0 91 �— PYP•) Iff ANNEALED GLASS— 0 AIR I.w a g, IAMEMPERED c Cn I/T NON 4W= 71 W/DELCHEM#80 POL 40 6A Iff BACKFILL Us 90" INT. FRAW ,c QW&ft JK (TYP) CHK". U-s- IM LOF FRAME FL-,50210.4 OW 3 oF I • �MIN. s s m4 r . 8 2 1 C b °` N INTERIOR q O 4 \ e n . e L ci EXTERIORt ° N E a D o b B> C A54, 5 A S 3 HORIZONTAL CROSS SECTION n 2 1 D 0.15" 4 Shown wllXwbbuck 'S _..� c, CSM a U n ° '> I;L) INTERIOR `L) e d e INTERIOR ° ° IL ° < o a ° e n o D9&02 i8 12 ° ° ° I1 9 EXTERIOR EXTERIOR 27 suu N.M 3 E oxv er. A m' n L HORIZONTAL CROSS MnOH 2 HORIZONTAL CROSS �.s ewr er tFS 3: v :1 � o+ w we 4 EMB.PP.) FL-15210.4 a o ermtr 4 or 4 - irw 7 SMIOR INTERIOR EXTERIOR INTERIOR IDMIOR INTERIOR 1'-2"\ IL ENOSS SECTION C 000—H 5 400 R IF 30 31 33 s VEVrA CRoss SECTION &40 jL30 fj cm W, LFS - l t o� 22 MANUAL RAISED TONGUE GEAR SYSTEM SL eM1ftTAP0lRf loco" 3Ppht io�ua° C erg 1 --POfNTSTRIKF PbtTE 0 }T, 1 I O ��IATCN AMO DEA08flLTS1NHCE PLATE �orapue sYStem MUCK MUCK MUCK IX BUCK 2X BUCK IX BUCK JAW a3 F1-15210.4 4 i d 1,17 � Q 62 m \ MUCK � •a � i MUCK p' ® F 0 wm 02/16/12 i N.T.S. am eft dK m W s F Nennlu�SERIB srauc� Cm SY. LFS FL-18210.4 " 0 stew �� ce i /ry�p _ gyp , rT � N W ..I --T I b^ HIN Es tJ: SEE G L 2X BUCK o D TYP.HEAD b DETAIL �. &JAMBS ._ a G lx BUCK B a MASONRY g MASONRY HEAD OPEWNG or &JAMBS � —• •� —T FRAME 2X BUCK ~ - 2X BUCK , f b0 a a ONLY Q ° RUCKS S(Etf JAAA6 FRAME ANCHQIGN(i NtLNi+E JAMB CONCRETE ANCHOR NOTES: masonry cordnic&M f.Substfiution of equal concrete anchors from a different supplier may have different edge a distance and center distance requirements. Z Concrete anchor locations at the comers may be odjusted to maintain the mft edge dBtance to mortar jotnh.Concrete anchor locations noted as WAX.ON CENTER"must be I X BUCK N •- acs[mW to maintain the rrin.edge distance to maforloinh,addillonal concrete anchors may be required to ensure the MAX.ON CENTER°dlmensan are not exceeded. 2X BUCK � B 3.Concrete anchor table: r ::�H IXBU CK x eu AAt�ft.: MIN. ..M eLgAgANC*TO MiN Gl t?ARANC9.TQ 2X BUCK � - 2X BUCK „ 2X BUCK L RbtBlblfllBAlt. 'MASONRY.EDGE A01AGP#ANCHOR 11 i 1 IX BUCK M) }rw I/4° I-1/4•' 2.1/2" r — S$ 2X BUCK fl oue02 1$ !2 `u (u sd� N.T.S. 4 I ElCO i/4° 1-I/4° P q° C }%BUCK am of: JK m -f HWM DETAIL am en LFS 3 2•s/ 3/t6° T•t/4" a° 2•IJ4 "� sus ureHaDEADSOlroETAa 'e , FL—iS210.4 1° Q @0�=Qmll � o(aw—M womom UPSWING TNRESFIOtD 31 CWumbia(575} 456" Omml�— 236' 2Z ompoiJ B SWING M @40191=�ILk cam 4.W 2)�Clp "W" MI. 1 FL-15210.4 1 i QILLOFMATERIALS mm# 0lSCld'1PDN n A IXBUCKSG>--OM WOE R , B 2X BUCK SG-0,% WOOD E4 d C 114'MAX.SHIM SPACE d D 114*X 2-3/4'PFH ELCO OR 1TW CONCRETE SCREW STEEL m E MASONRY.3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 1/4'X 3-3/4°PFH ELCO OR TTW CONCRETE SCREW STEEL 4 8 H 3/16"x 3-1/4'PFH ITW CONCRETE SCREW STEEL I 1/4X 1,VC PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-112°PFH WOOD SCREW STEEL T POLY FIBER JAMB i CCMAP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 W.FRAME DL -' ALUM. 4 TNT. ( ALUM. 5 #7-19 X 13/4"PPH SELF DRILLING SMS STEEL. 6 #10 X 13/4'PPH WOOD SCREW y STEEL 7 WTAViERSTRIP -FOB 8 DOOR BOTTOM SWEEP VINYL . 9 4'X 4'BUTT HINGE STEEL- 11 49 X 3/4'PFH WOOD SCREW STEEL 12 NCNI STRUCTURAL SEALANT SILICONE 13 STRUCTURAL XXINE(DOW 995) SILICONE 15 EXT. BY ROYAL MOULDINGS PVC 16 ENT.FRAME )BY ROYAL ) PVC 0 17 SCREW CAP BY ROYAL ) PVC 22 3 ONGUF'MUL11- LCCOET I BYHOPP STEEL 23 MUL7I-POtNT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT MIKE PLATE(TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEI —2j7 DEADBOLT STRIKE PLATE URTIY STEER. 29 ADA THRESHOLD ALUM 30 OUTSWINGTHRISHOLD ALUM/WOOD 31 MWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUMM'OOD 33 OUTSWNG THRESHOLD ALLIWCOMP 34 (NJTSWINGTHRESHOID ALUMMIOC}D z 36 NSWWNG THRESHOLD ALUM/COMP 37 MSWINGTHRESHOLD ALUM/WOOD F 38 IN.SWINGTHRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOM PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 fl—OX 1-1/2 PFIN SCREW STEEL n 57 BACKING PLATE •02 16 12 ° STEEL seue N.T.S. 3 58 #B X r PFH WS __.� STEEI oft W. JK 14 60 MULTI-POW STRIKE PLATE __ STEEL asc en LFS 3 62 LOCK ASSEMBLY STEEL MOM 110: FL-15210.4 b g 10orJ et R W. R W .Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Swide Board of Profesionai Engineers Certificate of Authorization No.9813 PPOduct Evaluation J / I Product Category Sub Category Manufacturer Product Name Swinging Ptastpro,Inc. Smooth l Wood Grain i White Wood Grain DOOrs oomr Exterior Door 5280 W.Century Blvd. Rustic I Mahogany Assemblies Los Anger,CA 90045 Series O Fiberglass Door Phone 440.969.9773 InswingfOutswing-"Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Plestpro,Inc.based on Rule Chapter No.9N-3,Method 1 d of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. LimJtatlons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the *High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as tasted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210A require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Rewrt No. Test Standard Testing Laboratory Sinned by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96 8 2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-M255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96 8.2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 09-0127.13 Saflex Interiayer by Solutia 3. Drawina No. Prepared by Signed&Sealed by No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Sismed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro.Inc.is manufacturing products within a quality assurance program that complies with ISOlIEC 17020 and Guide 53. k:?� Lyndon F.Schmidt,P.E. FL PE No.43409 PF 1596 2117/2012 Sheet 1 of 1 Florida Building Code Online Page 1 of 3 'x SCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FK Stag SCIS Site Map Links Search Busmes (� �r G. t� Profess� al Product Appr°"a' Y USER:Public User J _ �� Q.rQ{!✓Gt Anurovel Meng a product or AoWicaUOn Search a Pooi¢ation List a Application UataU FL# FL14935-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer ODL/Westem Reflections Address/Phone/Email 215 East Roosevelt Avenue Zeeland,MI 49464 (616)748-5437 lim.allardyce@odi.com Authorized Signature Vivian Wright rickw @rwbidgconsultants.com Technical Representative Jim Ailardyce Address/Phone/Email 215 East Roosevelt Avenue Zeeland,MI 49464 (616)748-5437 jim.allardyce@odl.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Exterior Door Components Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lyndon F.Schmidt,P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL14935 RI COI Certificate Of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1886 2006 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wCEVXQwtDquZRj59%2fDrx... 7/15/2013 } Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14935 RI Eauiv of STANDARDS,pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/22/2011 Date Validated 12/22/2011 Date Pending FBC Approval 12/28/2011 Date Approved 01/31/2012 ummary of Products Fl.R Model,Number or Name Description 14935.1 Ha."Impact Resistant'Severe Impact Light Kit Assembly for Glazing Up To a nominal weather@ Door lass 310 x 6'8 Door Panel Limits of Use Installation Instructions Approved for use In HVHZ:No FL14935 RI II INST 14935.1.odf Approved for use outside HVHZ:Yes Verged By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14935.1 for Design Pressure Ratings, F 149 Ri AE EVAL 14935.1.@ any additional use limitations,Installation instructions Created by Independent Third Party:Yes and product particulars. 14935.2 b."Impact Resistant"Severe Impact Light Kit Assembly for Glazing Up To a nominal weather@ DRnlass 3'0 x e'0 Door Panel Limits of Use Installation Instructions Approved for use In HVHZ:No FL14935 RI I1 INST 14935.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 14935.2 for Design Pressure Ratings, FL14935 R1 AE EVAL 14935.2.1)df any additional use limitations,Installation instructions Created by Independent Third Party:Yes and product particulars. 14935.3 c."Impact Resistant"Severe Impact Light Kit Assembly for Glazing Up To a nominal weather®Doorglass 310 x 6'B Door Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14935 RI 11 INST 14935.3.odf 4*— Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14935.3 for Design Pressure Ratings, FL14935 R1 AE EVAL 14935.3.0df any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 14935.4 0."Impact Resistant"Severe Impact Light Kit Assembly for Glazing Up To a nominal weather@ Doo lass 310 x 8'0 Door Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14935 Rl II INST 14935.4.ndP Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 14935.4 for Design Pressure Ratings, FL14935 RI-AE EVAL 14935.4.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and eroduct rticulars. —� Next COMM ug::I%Q Norm Mere a StreeL Tallah Ft.32349 Phone:850-487-1824 The State of Ronda is an ANEEO employer.Cooynoh 2007.2010.State of fiorda.::Privacy Statement::Accessibility Staterwt::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 httn•//www flnrirlsthrtihiinv nra/nr/nr ann rltl ngnv9nnrnm=w(TFV)((1wt11rnt7Ri59%7fT*)rx 7/15/9011 Florida Building Code Online Page 3 of 3 send electronic mail to this entity.Instead,contact the office by phone or by tradftbnai 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 emads provided may be used for official communication with the licence.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 dick lhM. Produd Approval Accepts: R 5"willvmt.t Kit > http://www.floriclabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 7/15/2013 R .W R W Building Consultants, Inc. B Cortsniting and Engineering Services for the Building industry C P.O.Sox 230 Vahiao.FL 33595 Phone 813.659.9199 Florida Board of Professional Engincm Certifn;afeof Audunizaiion"9813 Report No.: TL-1493.5.3 R1 Product Evaluation R& Dale: Deceinber 22.2011 Product Sub Category Manufacturer Product Name Category ODI-Western Reflections ODL 1 Western Reflectforts Exterior Exterior Door 215 East Roosevelt,Ave. -impact Rent` Doors Components Zeeland,MI 48454 Severe WeatherO Doorglass Phone-615.748.5437 1 Assemb for Glazing up to a 3*0 x 6'8 ShVle Panel Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for ODL/Westem Reflections,based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F.Schmidt.P.E.do not have nor will acquire financial interest in die company manufacturing or distributing the product or In any other entity involved In the approval process of the product named herein. Llmftations. 1. This product has been evaluated and is in compliances with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone*(HVHZ). 2. When used in the"HVHZ"this product complies with section 1626 of the FBC and does not require an impact resistant covering. 3. When used In areas outside the"HVHZ"requiring wind borne debris protection this product complies with Section 16D9.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level"D"and Includes Wind Zone 4 as defined In ASTM E1996. 4. This product meets the water infiltration requirements for the"HVHZ". 5. This product is approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass side hinged swing door and/or fixed sidelite possessing a comparable current Florida Statewide product approval. 6. The design pressure(DP)rating shall be the lesser of tho DP rating shown on sheet 1 of Drawing No.FL-14935.3 or the DP rating shown in the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being used. 7. The door panel and lite opening size shall not exceed the sizes shown in Drawing No.FLA 4935.3 or in the glazed steel or fiberglass side hinged swag door or fixed sidelite approval being used. 8. This product has been tested in the door and/or sidelite panels as specified on sheets 4&5 of Drawing No.FL-14935.3. Substitution into a similar product may be approved for use by the local Authority Having Jurisdiction. In all cases,the glazed steel or fiberglass door and/or sidetile used must possess a comparable current Florida Statewide product approval. Supporting Documents: 1. Test Report No. Test Standard Testina Laboratory Si TEL 01310303 TAS 201,202,&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01310319 TAS 201,202,&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01310196 TAS 201,202,&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01310365 TAS 201,202,&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01310445 TAS 201,202,&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. 2. Drawina No. Prepared by Sinned&S+gled by No.FL-14935.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Miami-0ade NOA No. Materials Testing 09-0127.13 PVB Interlayer(Saflex by Solutia) 4. Calculations Prepared by ASTM E 1300 Glass Load Lyndon F.Schmidt.P.E. 5. Quafity Assurance Certideate of Participation issued by National Accreditation and Management Institute.certifying that OOLM/estem Reflections is manufacturing products within a quafity assurance program that complies with ISO/IEC 17020 and Guide O 53. Lyndon F.Schmidt,P.E. FL PE No.43409 12/22/2011 PF 1624 Sheet f of 1 215 EAST ROOSEVELT AVE. 1 MI 49464 d2 i ODL/WESTERN REFLECTIONS fig "impact Resistant" lit a Severe Weather Doorglass F 11,7X ASSEMBLY FOR GLAZING UP TO A 310 x 6'8 SINGLE PANEL D..LOO..WMYH GBJBifiLfVOTES � ---- - r T. this f has been evabtated and Is in m with Rte 2010 itottda Code(M)sMxftral mqulremenis tiro Velocity 14MIc ro Zone Z). Z. When used In the'N IT IM produce a0rnp6B4 wink 5ecfton 1626 of the Raba Code�does not requke an impact red*of coverfnq. O ,1. Whm used in areas wfs2de the"MVHr�Cwind bores debris protection tt� t pfoduCf aomp@as w SecHarn 16Ln9.12 of WV does rx*i twee an impact a >� td9tstanf cov Thisprodud meets rt*e level"D"and iris l V rd Zone 4 ce doted Tn ASTM HM6. 4. TM product meols the watar .Wbafton requirement for"HYHr. ^ l 5. Tht produe~t t approved fpr u�as a suhsHtute dootgtass asserrnbly k} �` vithPott a gEsxed steel ar(6>e�ass Bide tdt�gsd swing door andlar fixed afda4A�F9 a compata�e txsrent Ftodda Stateahfe product appravat. `.,, ._____..___ 6. nor rPal5 g aha+m fhe wed ar t1 Nrtpd wing Sy Sjg t door or fixed g apprbv�being used f,2 UNDER SEPARATE a. Tfse door pond and Be *0 Std Trot exceed Rfe Am shown In this APPROVAL �a ar be md.ft qkmed OW or Mwglam We t6Ved switf9 door or fixed s deft LIGHT DEfAEi 8. TM product tins been Wed In the door gWor slue pars as specified on *vea s6 d,6 of tf>t a vwd Substitution Into a r product be gww0 ed lbruse by five local fiaft Jam.kt ailcoot Rte g ed step or Ph>�t=used must pomm a cow C mw#tforlda TRADMMM TABLEOfCONTOM fP1AVAwMDESM PRESSURE 19ATMtdMm t9 R9rROtt OL404TIK POSRNE MOAMf t0 Zt�ft sac mn 1111,111w +65A d+s0 V^ft JK d _ W* Doorparmomm S 6 FL-14935.3 s �r 1 . Gt 62 63 .�ti4 FRAN&WIDTH jet 2DAT MAX 6 D.LO.WIDTH tM8ti0R 2 d 3 2 —0.71' 4•'? l!J r 7f— ` 1 164 03' 2 Gt, Ow �s E 1.w l 10, 2 ODL UN FRAME CROSS SECfltNIS 6 Sse Suet a ToroperMbte 6 fixed bind cross secfi nv LDL LOE FRAME DEIAU �^� i/ 1i+ER}xa CROSS SECWN a t0 26 tf N.t.S. sn Jtt aec en LFS 81LL of M4(ERIALS Autetwt 1 EXTHtIOR FRAME ALUM, 2 ►WA3tIOR FRAME AL(pyt, 3 !-19 X T�31 FPH SEtF-DRILt.�IG SM5 S� 6 DAR OR Sl4flttE PAPS 7 DON!995 STRtfCTURA!SILICONE StL6CONE 8 NOM STRUCTURAL BACkBEDDIt�a SEALANT 10 INT830R FRAME(BLS) i c;iASS�IESSts *(3 A r"OVVALGL445TW r°oK6 WANNEALEDGLASS i/8"AINNfAtEDGLASS �OSAFM bBY ss Yat Q1Y�'PVS INTERLAYl IIWANNEAL®GLASS , $AMEX BYSOLIAIA A�SPACE A.�DACE IAr IEVPERED CLASS AIR PAC2 UPER SPACER INTER �3 KWAPTSPACER POLYURETHANE OR HAT MELT BUTYL Gt fMit3 TSPACHt ti> n SaUmSPA9 h ,n GLASS WE 5fg' DECOP_ATIVT:OR WkOUC..Ht IR" ^ XRRIQR INTERNAL INSERTS E GLASS BM 5;8' (:sl }"JYERALtC,LASSTHK. �$ } I"t�YY]LAllt�ld$STMk, I/Ir MNEALED C-LAn } 10 ANNEALED GLASS 0. TMIBINTERLAYEI 9�IrPVBMfCNitAYER ---t L A NEALEDGLpSS �� =„ IAr ANNEALED GASS AIL SPACE -� �-A1R SPACE s \ -IfflEMIPEREDGLASS 8� .. -lArTEMPHtEDGLASS • 1 •3 dDRo� IIiER' oAG 3 1`� MUNTIJ(OFOONAL)MWASEALM SPACER ---MUST BE CENTERED POLYSLUM (tr v4mALTEt3INQt.00*$} BETWHNGLASS G$ pL �wl � IN 10 23 11 LM FL-14935.3 a` or G J lt6 GLASS BE o ra GEASSBREO.7S R E� 8 7 1-1/4'OVERALLGLASST C8 7 8 1.1.14* n 8 1/W ANNEALED GLASS 1J8 aNNEAIEDGIASS Q.D40"'PY8I TMAYER F SAR.EXBYS(XM ps M YER WANNEALED GLASS �``—1/8 SAFLEK OY SOUMA ED GLASS AIR SPACE ALUMMW AIRSPACE IIW T&APEREA GLASS Imo_.__ �—IX TEMPERED MASS KMVOR �—FIXED B" OPERAMMIND I�f[RIOR EX�OR LUM GLASS SPAM (I 3 1iU/M GLASS SPACER OR WARI+VE1XiE YUREMANE P0111A2ETNANE �1%d ALUM SPACER vd OPERAM 61.00 I �AlUA45PACFRw/FDfE26lAlD ALUh4I�! 1 C INTERIOR AL '' y VER11CALCROSSS SECTION WARMEDC-E OPERABLE 5IJNO HMONTAL CROSS SECTION r WARMEL�CvE OPERABLE BLN4 ao at rro1r:aE�ea LtBtd noasRo++n t4:r.S. JK tag FL-x4935.3 S or tt a 2.r— PANEL REINFORCEWM ox Ode 17 LOCKSME TOPIRAIL xyti fcow.) CAP .4 M04GE 4.1- 11 GWRAA SM xw� ME TOPM SeMM AA--A (WOOD) Mom" 4 D_ `� FMMGLASS SION 1.7V 35.75V* MAM CORE Cr B 14 FAf fOAMCORE sorrom RAM MVURMANEI (cohipl SECRON D BOTTOM RAIL TOP M vu PSS*LA$$DOOR PANG N vocq ILt U nwm Tru 61 T —--—---------- Ll R PANEL sec new t WMASS OCTION Ef M F E —IE FOAM CORE (POLYURSHANE) 7-91 I—BOTTOM RAIL NOTE.SEE GENERAL NOTE 4,SHEEF I FOR DESIGN T$ECVON JK PRESSURE UtAffATK>C LM mmordte e T FL-142M.3 FOAMCORE TOP RAIL sm s SRN rHR WOOD) 14, 3rL75 (WMK) 3,Vr 1 J 1.78' Cr -T FOAMCORE a wnWRAX Ll 0 PANS SEC>R�i&B Tollm T= (WOOD) SECWN ....... ILYL) -lama f 36.7S' NOTE SEE All GENERAL NOTE 4,SNW I FOR OWN STEEL PREWREUMOATIOM mosordV P_AN a e&r SECROM F F mom W4 FL-14935.3 IMAMMS ENGINEERING, MC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE ' 9 Interior & Exterior Zones (4&5 -Walls).Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30. 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .•44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 4449 .44.2 43.6 50 - 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 F6r the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area) in Square,Feet Height 10 20 30 40 50 60 (Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 (Maximum) .L9:40 -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50.4 -48.3 -46.8 -45.6 44.7. 20 -57.2 =53.4 . -51.1 -49.5' ' -48.3 _- , .` :-47.3 . 25 -59.8 -55:8 . --53. -51.7 a 30 -62.3 -58.1 -55.7 -53.9 40 -66.1 -61.7 -59.1 -57.2 50 -69.3 -64.7 -61.9 -60.0 . G 60 -71.9 -67.0 -64.2 -62.2 -5 �� .. Length of End Zone (a): 10% of least horizontal dimension or .4 h, v► *)�k . r i r„ but not less-than 4°/a of least horizontal dimension or 3 ft. h = mean •• t : o ,1. NOTE:AN 8/o REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN�O' tP T R00�S: R . . i PROJECT NO. 0085-91 COUSINS SURVEYORS � ASSOCIATES, INC. �... .�_ �...... WOW 10005 SOUTH WEST 16th STREET CLIENT : LA TITLE a PEMBROKE PINES, FLORIDA 33025 INSURANCE CORPORATION PHONE (305) 431-7433 FAX (305) 435-7048 ; LAND DESCRIPTION: LOTS 21 AND 22, BLOCK 46, `AN AMENDED PLAT OF MIAMI SNORES SrrTION NO. P, ACCORDING TO THE PLAT THEREOF. RECORDED IN P AT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, LOR I DA. OTES: ` I. REPROOUCIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED W1711 AN EMBOSSED SURVEYOR'S SEAL 2. LANDS SHOWN IIEIEDH WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY. EASEHENTS. OWNERSHIP, OR OIIIER INSTRUMENTS OF RECORD. 3. THIS SURVEY WAS DONE SOLEY FOR BOUNDARY PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL. STATE, FEDERAL OR OTHER ENTITIES. 4. 711E LAND DESCRIPTION SIKINN HEREUN WAS PROVIDED BY THE CLIENT. LEGEND. CBS CONCRETE BLOCK STRUCTURE CKD CHECKED BY •CONC CONCRETE DWN DRAWN BY WATER METER 10' ASPHALT PAVEMENT FBJPG FIELD BOOK AND PAGE s 1' EAST I MO. 00' i -x x--x CHAIN LINK FENCE Fill SIR SET IRON ROD AND CAP 4188 FIQ " #�'` CHAIN LINK FENCE x L 0 T x 2 2�� FIP FOUND D i/2NIRON PIPE 2 4 'x B L f 0 C K q- ` ( POOL I LOT 20 � LOT 2i LOT 23 13.5' CONCRETE PAT 10 IYI d CL t1J CC J Ccn Ix I o1 1.4'' + -c LJ I U) ><- t4.0' 1 STORY x c -< to.2' CBS 20.61 U Z Ln �. BUILDING N '? Llf ttn WALL 214' b A/C SLAB c%j 2' �C A FER f• Q WALL 13.5' ASPHALT DRIVEWAY ld FHB. 100. 03' MEASS a I U D)� t 00'(PLT) e ioO FIP 3DO.00' (PLAT)A w~�1 _ 6' CONC. WALK F—' b rr ° a O Z 21' ASPHALT PAVEMENT VEY NORTH EEBY CERTIFY EAST 93rd STREET DESCRIBE. PROPERTYTIISTTRUE ANDACORRECTKTOCTHEFBESTVOF•OUR KNOWLEDGE" AND BELIEF ASaSURVEYED IN THE FIELD UNDER OUR DIRECTION IN JUNE, 1993. WE FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING TO CHAPTER 211111-6 OF THE FLORIDA ADMINISTRATIVE CODE. THERE ARE NO ABOVE GROUND CERTIFIED TO. ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE PAYI R. MADSEN AND DEBORAii It MABSEN QUALIFICATIONS NOTED HEREON. LAWYERS TITLE INSURANCE CORPORATION BARNETT MORTGAGE COMPANY FOR THE FIRM. BY: �_ _____ RICHARD E. COUSINS PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 4188 REVISIONS DATE FD/PG OWN CKO FL000 ZONE INFORMATION PROPERTY ADDRESS £ MokTGAGE SURVEY b6/07/93 2/8 ('. COMMUNITY NO. 12 0 6 5 2 335 NE 93 STREET- PANEL NO. 0093 G gF • I �e _ 30 ' ..