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WS-14-2546Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223607 Permit Number: WS -11-14-2546 Scheduled Inspection Date: December 08, 2014 Inspector: Rodriguez, Jorge Owner: FEINBERG, HOWARD Job Address: 1410 NE 103 Street Miami Shores, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)754-4000 Parcel Number 1132050310020 Contractor: MR DOOR MAN INC Phone: (305)262-0596 Building Department Comments front door replacement INSPECTOR COMMENTS False December 05, 2014 For Inspections please call: (305)762-4949 Page 10 of 29 Inspector Comments Passed CALL 305-757-0976 Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 05, 2014 For Inspections please call: (305)762-4949 Page 10 of 29 juajIi� p BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 NOV 9 29114 FBC 20 t® Master Permit No. : fi, r PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING [:]MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTR OR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: ������('� �' ( C.9 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Tenant/Lessee Name: Email: CONTRACTOR: Company Name: City: (� ' Qualifier Name: U#� 2SC �� ' f�siCe.S State Certification or Registration #: DESIGNER: Architect/Engineer: '001-7(_ Zip: Phone ✓05 ` 2 to,?- C.)t of Competency #: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: up 30,E Specify color of color thru tile: Submittal Fee $ Permit Fee $I f ° a CCF $ � m�� CO/CC $ Scanning Fee $ Radon Fee $ �' DBPR $ Q– QD Notary $ J� Technology Fee $ �� Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ – r TOTAL FEE NOW DUE $ 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4. Signature Signatur s OWN or AGENT CONTRACTOR The foregoing instrument ^�� day of N who i$ personally me or who has produced identification and who did take an oath. NOTARY PUBLIC: me this The foregoing instrument wps acknowledged before me this by -� day of _dmi .4 4 20 Eby . to who personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: *�k4�N�k �k44b�k�kbb+k�k �k�N �NY«�k �P+h �NN�NN�ki*�N �11k �N*�N4b�h 4+•�k�k�kbb�k4�k�F �k�R itK•Y�9��kb�N �N•<4�P+Nb+N+N+Nbt�F+k �N�N+P �k �P �F �N �k �6�Y#�k+M �k �k i�M�k�k �b�N �R �N�4d�4�X��+k �k�N �N APPROVED BY E' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'Eggg., 'My QW, RUM rr, tilt` x �^ �Frru..1�z G'�F °n�``L�y/�S�iu i ti`��gA <,FF��`: g, <Y' y t1 i 3 tJ {/WSW I aI o x Q N Q Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY CC NO: 94BS00347 BUSINESS NAME/LOCATION MR DOOR MAN INC 1601 SW 67 AVE WEST MIAMI, FL 33155 OWNER MR DOOR MAN INC MC RECEIPT NO. EXPIRES 74US12 SEPTEMBER 30v 2015 TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR Restricted to City of Miami Shores MIAM For more information, visit vvww.mismidada.povftaxcollactor Pursuant to County Code Sec 10-24 PAYMENT RECEIVED BY TAX COLLECTOR 37.50 11/19/2014 0200-15-000095 2014-11-10 13:18 Andy's Assurance 13052622200 >> P 1/1 •�cvrr� CERTIFICATE OF LIABILITY INSURANCE DA-ITtW 00rMM T"* 0ERIUMTE IS ISS= ASA VAT= 'UP _ 11/10/2014 WXHP CAVA' DOES NOT AFRIRM 7nL.Y OR NEgAnVeLy O dpND, ANS o No a UPON 4 E GGRRDm sY OLBE& TM E PC41CtES SUM. THIS CEttriR1CATQ Cft WSORANCE DOES NOT ClOnTITU t A COMPACY WW46N TMG *Mg 1NSURERfSb AOTNORl1RD MOWS PATR41 OR PWOL MM. AND THE Cl:RTIFICATfr MOLDER. umrsoWaxr. a>tim c•ronf th trPo9 r, +. A00ITIONAL MWJRW.Ift ~=I mum to a SLMRQDA7WN 13 WAWD, yueJltCttO tiro W mrd cenm of tlIo palls, "Mn pelteles may xW= mol Gedoti®IEOIR. A Iof ft I WON this =IXe a don tm1 aft l' ow to t o a rmrar� In Ilou of e�rh PROWJMR Y,% A.81S0RAMCL A=C=3:6 Ne iewdO A>Nti'o 1441 x FIag3Le,V st .305 -aha -2200 Miami., FL 33135 not INSURED BIC. L100xmaa, Xna. 1601 8 67 AVB KX MT FL 3323S COwEMACES f'09lMP..ATe wt ms .,. I I •- •• •• �,�,R ION NUMBER: TNS IS TC THL Pj}LICIES OF INSIrRANCE LISTED E I.OVtl W1V8 BEEN ISSUES' rO NOT>FY HAAT THE INSURED NAMXO ABOVE FOR 711E PCLICY PERIOR iNA1CAr6D NOTW1TM87ANd ANY RrpvtRE IT. i1ERM OR CONOrrION of ANY CDNTRAOT oR OTHUR DOCUMT Ultr(li RESPECT TO VMCN Tfls CERTIFMATIi MAY 86 ISSUED OR MAY PERTAIN, THE INSURANCE AFFOR06D By THE POr.rOrl'•.Bi 0E9CHWO WAON 16 SUBJECT TO AUL THE TERMS, GCLU=NGAND CCNDRIONS OF SUCH POLICIES UNIM SKOWN MAY NAVE BEEN RMLICm NY RAID C ARA ��R rrPe of n�sI1RANce PCracY ausxeer+ CMUMM GINW , P&kkm �e 2,000,000 .;j E LIJ a IM aQ IV mmnne� s 100,000 X $50 1riD/s j, 018O x eeorm, 0 w Cyd PMONAL&AD1 ARMY a 1 000 000 IMM AQW A W& -PM PER; 6*01AL A0GREQA7e i 2r A00 JECTI.oc pR=usaTs. eOMPWAGO a 2 000 000 oY►ma i AU701CbllsiX Ik181LI1Y ANYAWO "OMIM HCHEMU O I S etl .Y Rl sir (Par pmrpnl S eoon.Yr�uuaYsparaaddxsy i RRED AUTO« AMU W*051*m uI LLA L a rR _ «CESS LL1B H CtAIH15,MAOE FAOR toWAW48NGB i JUIt,1>REtII►TS a DED Na Rli13 COiN(P$�aATION AND UP T,N , AM y�©D. EACHAaamNr a MN n0`14�TE E,L.OtBBI19E-Ew a ea.� • POLICY LMT 6 ee�r nuowrmN OF OPERA710a LMLOCAT[MM I ULHIOLCS (AWRD lot. Adahm warkM tiGBodu1R mW b =1 d 3MM 9 a Is mum) Res!LdfMtial & CoMerci.al Door Jrwtw3.l4tti3On. XP= S>3Ong V%;ZAW BU=3 G DEPT. 10050 IIS 2nd.A6VX M17L�i s801Z8S SL. 3913 SHOULD ANY OF TW RI13611) FC1JC Gfl HE CANCELLED SWORE THE EXPIRAYI OF. NCTI 159 WLI11 RW M , ACCOR:MCE POLICY 505-795-230+4 A1rr►foRi�O I� 305-756-8972 JnZ) I 191 W-=14ACC1fW CCRP0RATION. AH fIgIft M rM. ACQAO25(2014M) TheACQRD name and I08a are Mp15WAd matM fit ACORO MATE OF FLORM *F fWANCLAL OF �y ,r •.@ECTok 'BE f P'fii FROM FLORft TNS4-.S OS #fiat thS oWdtfW IdWd below. go eSealed -to be emmpt from Floc FFEO7i E fi�A#f: 4f98I2094 MdWtAlWN ©ATE: 4197/2[ 'per: AVA'M ` ALEX FEW MaI223. 'ISR' i1�VC W1 VW 67 AVE ' 1;1111 FL 155 D;I��t74�f?��tDt3W . pw=aat-to.a*w4—oWoA F VmA �44WDS(I ' t. FA, DOOM net rbetti tt6 �! $ ';pXawAto C 4148AB(14 f ofti�e�atS1�fori�lecSat ehadtorrtn art}r Arte aft the OW xdeOtte a.inedeHa0000 �tlte be cdfghetab9e 'Dfatfrtenl .pew f%ftea on DFS ,2-D1NG26z � TE OF MCnoN i sE mmp REVISED 07-12 Br S' jo MPEN"'TM LAW • " Workers' Compersetfion law. SR ffM a oaf of door undeTtftseclkm MW of eie� to ba own# - 0* %tva ft ecbpe Notlm orlon to Ne ewmp e 0 nMW � or ���1e thtM ia�•'Wm Oftba IV ravelce•a cros5fcatrr at any QUEv'�nONS? (M)413-1� I Miami Shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, ygu may be personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Print Nami Signature: State of F14 County of Miami -Dade ) Sworn to aqd subscribed day of 10 (SEAL) before me this Contractor Print Name: ` L )( -�a(,CL6 Signa State of Florida ) County of Miami -Dade ) Sworn to a#d &s before me this day of et =I�iYTII (SEAL) j40 3���d.Type of Idtification produced d CD psi 4° LA a >_ Z z � 0 N Z z rn O 3 � Z S 4 n M Z a n r O � �99 r N Florida Building Code Online r e; Page 1 of 5 3 Pparnentd acts Home Log In I User Registration Hot Topics Submit Surcharge Stats & Fact, Publications FBC Staff BCIs Site Map Unks ( Search Bus nes _ )ro ss&& Product Approval { ::" USER: Public User Regulation F` Product AoorovaI Menu > Product or Aooiication Search > Aoolicatlon Ust > Application Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL15255 New 2010 Approved Ful Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253)875-7300 rickw@ rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies • • so • 0000•• • 0000•• Soso o • 0008 00.90• so to •9•••9 • •080.0 • •80.0• • • 0000•• • 0000 • 0000•• Compliance Method Evaluation Report from a Florida Regl4red•grchitect or a Licensed Florida Professional Engineer • • • 0 •000 177, Evaluation Report - Hardcopy Received 0.0 • Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. F Validation Checklist - Hardcopy Received FL15255 RO COI Certificate of Independence odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15255 RO Eouly Of Standards.odf 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • 0000•• • • ••••9• http://www.floridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 11/6/2014 Florida Building Code Online Sections from the Code' Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method i Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page 2 of 5 Summary of Products Go to Page Page 1/ 2 FL # Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 1 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 15255.1 for Design Pressure Ratings, FL15255 RO AE Eval 15255.1.odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.2 b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door%. 1111:• "Impact" Sidelite or Sidelltes6- OuWng Cor nuous Head and Sill Configurations Xbr O; OX Limits of Use Installation Instructions • • • FL15255 RO II INST 1520..1.av• Approved for use In HVHZ: Yes • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schryff , . . 43409 Impact Resistant: Yes Created by Independent ThirdpBarLy Yes • • 0000•• Design Pressure: N/A Evaluation Reports • 0000 • 0 Other: See INST 15255.2 for Design Pressure Ratings, FLIS255 RO AE1 L • • .. by Thl d V rtya Yes • • any additional use limitations, Installation instructions Created Independent 0:00 and product particulars. • • •' 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" FVeTjI3ji Door with "Impact" Sidelite or Sidelites • OutsiARng Corogigpjgns �(OX or XO; OXO) • • • Limits of Use Installation Instructions 9 • • :066 Approved for use In HVHZ: Yes FL15255 RO II INST 15255 3 odf 0000 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 15255.3 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.3.odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sldelites - Outswing Configurations (XX;OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 4 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 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 4 odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door - Outswing 11 Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.5.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 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 5 odf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 0000•. • 0000•• 0000•• 0000• 0800• 0000•• •0 • 8606•• • • 9009•• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yWKJZlQ... 11/6/2014 Florida Building Code Online Page 3 of 5 15255.6 f. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sldelite or Sldelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1525S RO II INST 15255.6.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 15255.6 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.6.0df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidellte or Sldelites - Outswing Conflgurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 7 ndf 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 15255.7 for Design Pressure Ratings, FL15255 5255 RO AE EVAL 15255 7 odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.8 h. Fiberglass Door 6'8 Double Glazed "Impact" Fiberglass Door with or without "Impact" Sldelites - Outswing Configurations X(; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 8 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 15255.8 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.8.pdf • • • • • • • any additional use limitations, Installation Instructions Created by Independent Thud Party: Yes : and product particulars. • • • 15255.9 1. Fiberglass Door 6'8 Single Opaque "Non-Impost;1;0;rglass VW -711 / Inswing Conflguration• X Limits of Use Installation Instructions 0 • • • Approved for use In HVHZ: Yes FL15255 RO II INST 15255.918f• • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidtall.E. 434096 Impact Resistant: No Created by Independent Thi"WW* Yes • • •• Design Pressure: N/A Evaluation Reports • • • • • • 0000 • • Other: See INST 15255.9 for Design Pressure Ratings, FL15255 RO AE EVAL 15251.9.odf • any additional use limitations, installation instructions Created by Independent This WIG' Yes and product particulars. • • • • 15255.10 Fiberglass Door 6'8 Single Opaque "Non -Imps F�dejglass Coor with "Non -Impact" Sldelite or Sldeli*es - Outswing / Tft* hg Continuous Head and Sill Configurations (OX4ork0; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO H INST 15255.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.10 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 10 odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sldelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.11. o(if Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third •Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.11 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 11 odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.12 1. Fiberglass Door 6'8 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Conflgurations (XX; O)XO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 • i••••• 8000•• 8888• 8888• 8888•• • • • 0000•• • • •0000• http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 11/6/2014 Florida Building Code Online Page 4 of 5 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, FLIS255 RO AE EVAL 1525S.12.adf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Conflgurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 13 Ddf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.13.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sldelite or Sidelites - Outswing / Inswing Continuous Head and Sill Conflgurations (OX or XO; OXO) Limits of Use Installation instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.14.pdf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.14 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.14.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sldelite or Sidelites - Outswint j jglWng iConflgurations (OX or XO; OXO) • • Limits of Use Installation Instructions • • • • • Approved for use In HVHZ: Yes FL15255 RO 11 INST 1 2owe Approved for use outside HVHZ: Yes Verified By: Lyndon F. SchmTcrt, A.E. 43409 Impact Resistant: No Created by Independent Thi&' %Tty* Yes Design Pressure: N/A Evaluation Reports ease 15259'ag"I Other: See INST 15255.15 for Design Pressure Ratings, FL15255 RO AE EVAL • any additional use limitations, installation Instructions Created by Independent Third .Paa6Yes . • and product particulars. • • • • • 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non-Impact"Fjberglass Door Iprith or without "Non -Impact" Sldelite* `luuMwing / Inswlnq Configurations (XX; O)0O) • • : • • • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS255 RO II INST 15255.16ADdf • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43,409 • • • • Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.16 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 16 Ddf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.17 q. Fiberglass Door 810 Single Opaque "Non -Impact" Fiberglass Door - 11 Outswing / Inswing Conflguration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 17 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.17.Ddf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.18 r. Fiberglass Door 810 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Conflguratlons (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.18.Ddf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 18 Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 0000•• • • • 0000•• 0000•• 0090• • 0 0000• 0000•• • • • 0000•• •0000• • • http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ... 11/6/2014 Florida Building Code Online Page 5 of 5 15255.19 s. Fiberglass Door 8'0 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 19 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43,409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.19 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 19 Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.20 Door 8'0 Double Opaque "Non -Impact" Fiberglass Door with or =Fiberglass without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; O)XO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255 20 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.20 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 20 pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Go to Page 1. 0 Page 1/ 2 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: dMdWement Under Florida law, email addresses are public records. If you do not want your e-mail address released In responst hyo public-recordsrequest do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 859.41WR395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45'dk i.� •n9u§t providethe Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. HoV%vej email addressee are public record. If you do not wish to supply a personal address, please provide the Department with an email address whidtalf te%%de available to the public To determine if you area licensee under Chapter 455, F.S., please dldc M-. • • • • • • Product Approval Accepts: • • • • • • • FO rz—q M so • • a.:..* C�€ cili A FE http://www.floridabuilding.org/ior/pr app_ m dtl.aspx?para=wGEVXQwtDgv3yVVKJZIQ... 11/6/2014 •a+r..�uaos-mie� oruasin®'as•ia z � oz �. $Oo£a ow ad vRwNa3 UOswfit SMON TOUP 3O V s2w)snw As �'�• /�f NOPM 'NM ATO lVJIW CLOS ro u* bxpwww !O ° O r -Ag I lod M woos DP#aw •� Vd N Z 48L6.8M'£G. MH auagd ffi 1 gem W oaMDA 09Z sis VXMb= ! •ad Q"! l M SSV70 ALM oam+,m)oc O O � o 0 o u> O O DC*&Good• .... •••• �Ntxvwst� . •. . . . . 416 ese • ... a LOA D� ca m �[ �. Lu �' m i— a N I" INA ssszsl-lu TM 'a.-s'sszst-lmwr ol� 'e mlouls-im Pld\w s ai i«m I m 21W MAX. D.L.O. id It 35.76 MAX PANS WIDTH PVC SOLE CAP `�A� SEE HARDWARE CHART SEE DETAIL I SEE DETAII.2 INTERIOR l HORIZONTAL CROSS =n0N POLYURETHANE 1.66 TOP RAIL — LVL/COMP. FOAMED LVL/COMp- FOAMED FIBERGLASS A3 STRUCTURAL:sj ONE .7 GLASS BYTE lu OA THK GLASS YARN (IYP. 4 PLCS.) 3: INTEMPERED RIEINFORCEMENT FOI OPTIONS BELOW IIFTEMPERED GLASS STRUCTURALSILICONE GLASS G3 G2 G1 AIRSPACE (TYP. 4 PLCS.) SEE AIR SPACE OPTIONS BELOW ..w lArANNEALED GLASS #BX 1.1/8 SELF THREADING SCREW OW PVB INTERLAYER I/IrANNEALED DUPONT BUTACITE OR CAPSTONE 14MADINGSCREW GLASS ALUMINUM 8, BUrTmYL UM&BUM I!8 ANNEALED GLASS O.W PVB INTERLAYER Ilk DUPONT BUTACITE OR CAPSTONE EXTERIOR— DE DETAIL 2 I* FIBERGLASS SKIN #8 X 1-1 ffSELF THREADING SCREW IANNEALED GLASS r O2 INTERIOR PVC/ALUM OR POLYPROPYLENE/ALUM STRUCTURAL SILICONE COMBINATION GLAZING SPACER (M. 4 PLCS.) SEE OPTIONS BELOW tit I/IrANNEALED ALUMINUM & BUM SPACER SYSTEM GLASS GIAZING DETAIL PVC 8COMPOSITE BOTTOM RAIL LL o - 0 0 0 X we 12 .. ........... . ........ . . .. .. . .. ... ... ............... . .. .. . .. .. ... . .. . .. saL N.T.& ............. 1tilEk ... .. ........... .. ............. . ................ .. ...... .... .......... ....... .. ft JK ... ...... . ... ........ .. ............ ... ................... STRUCTURAL SILICONE OPTIONS' cw. M LFS SILICONE BY CAPSTONE (4PL) VEMM OPASM 0 SKOLAJURE SEIM DOW 995 STRUCTURAL SILICONE 2 CROSS SECTION FL -15255.5 SIcwRCsdm("q)- _SIUCONEBYDONGYANGSIUCONIECO. \,� 11 J 0 S* GLASS BYTE XG71 A3 I*OATHKGLASS OA IIFTEMPERED GLASS STRUCTURALSILICONE AIRSPACE (TYP. 4 PLCS.) SEE I ff TEMPERED OPTIONS BELOW ..w lArANNEALED GLASS #BX 1.1/8 SELF THREADING SCREW OW PVB INTERLAYER #8XI-IlrSELF DUPONT BUTACITE OR CAPSTONE 14MADINGSCREW AIR SPACE ALUMINUM 8, BUrTmYL UM&BUM I!8 ANNEALED GLASS I/IrANNEALED ALUMINUM & BUM SPACER SYSTEM GLASS GIAZING DETAIL PVC 8COMPOSITE BOTTOM RAIL LL o - 0 0 0 X we 12 .. ........... . ........ . . .. .. . .. ... ... ............... . .. .. . .. .. ... . .. . .. saL N.T.& ............. 1tilEk ... .. ........... .. ............. . ................ .. ...... .... .......... ....... .. ft JK ... ...... . ... ........ .. ............ ... ................... STRUCTURAL SILICONE OPTIONS' cw. M LFS SILICONE BY CAPSTONE (4PL) VEMM OPASM 0 SKOLAJURE SEIM DOW 995 STRUCTURAL SILICONE 2 CROSS SECTION FL -15255.5 SIcwRCsdm("q)- _SIUCONEBYDONGYANGSIUCONIECO. \,� 11 J 0 V GLASS BYTE I'O.A. M GLASS I ff TEMPERED GLASS AIR SPACE Ilk 1 /8'ANNEALED GLASS RAIL 0.09V PVB INTERITE LAYER DUPONT BUTACOR CAPSTONWE I/IrANNEALED ALUMINUM & BUM SPACER SYSTEM GLASS GIAZING DETAIL PVC 8COMPOSITE BOTTOM RAIL LL o - 0 0 0 X we 12 .. ........... . ........ . . .. .. . .. ... ... ............... . .. .. . .. .. ... . .. . .. saL N.T.& ............. 1tilEk ... .. ........... .. ............. . ................ .. ...... .... .......... ....... .. ft JK ... ...... . ... ........ .. ............ ... ................... STRUCTURAL SILICONE OPTIONS' cw. M LFS SILICONE BY CAPSTONE (4PL) VEMM OPASM 0 SKOLAJURE SEIM DOW 995 STRUCTURAL SILICONE 2 CROSS SECTION FL -15255.5 SIcwRCsdm("q)- _SIUCONEBYDONGYANGSIUCONIECO. \,� 11 J 0 15-V MAX D.1-0. 35.7.V MAX PANEL WIDTH 1 41 -1 FVC STILE CAP 037 SEE HARDWARE CHART DEEE TAIL I LVLSITLE --\ EXTERIOR LOCK BLOCK ---, PVC STILE CAP SEE DETAIL 2 INTEMOR 1.66 ri'\ HoiuzoNrAL CROSS SECTION 241 —JT GLASS BYTE CG4 B3 A3 BUTYL 1"O.A. THK GLASS O�V —PAIR POLYURETHANE AIR SPACE FOAMED FIBERGLASS AIR SPACE Ifir ANNEALED GLASS DW PVB INTERLAYER gm YARN STRUCTURxqMrANNEALED AL SIM GLASS (TYP. 4 PLCS.) SEE �i)- OPTIONS BELOW ALUMINUM REINFORCEMENT L STRUCTURAL SIUMNE O?WNS* .... ......... StVLCWONftE BtYCAOCMN KWIM KNOB: SIGNATURE SERIES DMBW. W-MANU SERIES (10) C04E BY D*GYANG SILICONE CO. •SIU Will I WAII.2 FBERGLASS 112 m DETALL I I TEMPERED GLASS AIR SPACE DECORATIVE INSERT AIR SPACE Ifir ANNEALED GLASS DW PVB INTERLAYER gm DUPONT BUFACITEORCAPSIONE STRUCTURxqMrANNEALED AL SIM GLASS (TYP. 4 PLCS.) SEE �i)- OPTIONS BELOW ALUMINUM G4 GLAZ= DETAIL L 60 see ........ .......• ..... . .............. .... .• ................ . . . . . . . ........ . ............ .. ................... 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SHIMSPACE D 1 //,fX 2-3/B' PFH ELCO OR fIW CONCRETE SCREW STEEL 0- MASONRY -3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE J E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ,� F 1 /4° X 3�Id' PFH ff W CONCRETE SCREW STEEL H 1/� X 3-1/4" PFTs IIW CONCRETESCREW STEEL J #9X2-1/4 PFH WS STEEL L #8 X 2-1 iL° PFH WS STEEL M 3/15' X3-1/4" PFH I1W CONCRETE SCREW STEEL P 114* X 2-3/,C PFH 0.00 OR TIW CONCRETE SCREW STEEL 1 JAMB (FddGERJ01ldTPWE-SG>=0.42) WOOD 2 JAMB PVC 3 JAMB RBERGLASSlCOMP 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 12 WEATHERSTRIP QEBD650 Q-LON 18 3.983" X 4.0° HINGE MIN 0.098" THICK STEEL 19 sumPCIASA 22 DEADBOLT STRIKE PLATE STEEL 23 STRIKE PLATE STEEL 24 #9 X 5/8 PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W1 COMPOSITE SUBSTRATE ALUMJ COMP. 1. 26 #9 X 0° PFH WS STEEL 27 OUTSWWG THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 64 #8 X i PFH WOOD SCREW STEEL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 Florida Board of Professional Engineers Certificate of Authorintion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 192nd St East 'impact" Door Doors Assemblies Tacoma, Washington 98446 Outswing Phone 235-875-7300 Facsimile 235475-7301 Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International 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. Limitations. 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 listed 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 E1996 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. 0 6. Site conditions that deviate from the details of drawing FL -15255.5 require further engineering analysis lyra licensed gNelneer gr600,� registered architect. 60 • 6 9 • ' 7. This product meets the water infiltration requirements for "HVHZ". • • • • • • . •0600• • •0066• 8. See drawing FL -15255.5 for size and design pressure limitations. *00:00 , 0 a Supporting Documents. 9000 0 0 :0000: 1. Test Report No. Test Standard Testing Laboratory •Slued by j"00' 0.666 TEL 01470437 TAS 201, 202,203-94 Testing Evaluation Lab.,lnot •byndon F. SChm1dL P.E.� 0 6 • •�f TEL 06-0918-1 TAS 201, 202, 203-94 Testing Evaluation Lab.,lnodwtell W.T{�igy,'P.E. 00.••6 TEL 08-01370020 TAS 201, 202,203-94 Testing Evaluation Lab.,Inta.lNlwWell W. Hanly, P.E. • TEL 01370051 TAS 201, 202,203-94 Testing Evaluation Lab.,lnj Lfh4n F. Sphmidl, P.E. 00 TEL 01370079 TAS 201, 202, 203-94 Testing Evaluation Lab.,In% Lyrytion F. Srft",W.E. 0000" TEL 02010411 ASTM G155 -04,G158-02 Testing Evaluation Lab.,lnd.,� Jnttbn F. Schmidt, P.E. :••6•: TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F. SchemiU*P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,inc. Lyndon F. ?ANdt, P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. 2. Miami -Dade NOA Materials Testing 11-0624.01 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed & Sealed by No. FLA 5255.5 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/29/2012 PF 1089 Sheet 1 of 1 SU/LDING'S PEAK RODE HEMW vs DESM LOAD FOR C010VAENirS C1ADDtlatG fP�F.) FOR ASCE T -f0 - PE�iK ROOF HE Hi LESS TPra1N OR EQUAL TO 6y FEET BASIC WIND SPEED = 175 mph RISK CATEGORY It BUILDINGS. RESIDENTIAL, APARTMENT AND COMMERCIAL BUILDINGS DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE IJETERMINATION OF POSITIVE OR NEGATIVE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY PRESSUREOTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROS FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHPENN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND TECTED AGAINST BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS WIND BORNE DEBRI BY PEAK OF IMPACT RESJSTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. PAF A < 20 FT A < 20 Fr2 '� 20 FT2 S A < 50 FT2 ** T ** A >_ 50 F 2 PDSRIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE E?7, 7 HEIGHT 84.7 104.3 8.0.7 96.3 93.2 117.2 Ch) POSITIVE NEGATIVE POSITIVE NEGATIVE POSMVE NEGATIVE 0' - 15' 66.8 89.4 63.8 83.4 59.8 75,4 , > 15'-20' 70.9 95.0 67.7 88.6 63.5 80,1 > 20'-25' 74.3 99.5 71.0 92.9 66.6 84.0 > 25'-30' 77.2 103.4 73.8 96.5 69.2 87.3 > -30'-40' 82.1 109.9 78.4 102,5 73.5 92.7 > 40'-50' 86.0 715.2 82.1 107,4 77.0 97,2 > 60'-80' 89.4 119,7 85./4 1xr11.6 . 80.1 101,0 91.1 167,0 83.9 147,8 g y f Cly [� i4 / '� J�• > 100'-120 94.7 BUILDINGS A < 20 FT 20 FT S A < 60 FT A A 30 FT 2** PDSRIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE E?7, 7 11013 84.7 104.3 8.0.7 96.3 93.2 117.2 90.0 110.8 85.8 102.4 976 1228 94.3 116,2 89.9 107,3 101.5 127.6 98.0 120,7 93.4 111.5 107.8 135.6 104.1 128.2 99.2 , 118.4 11.3 0 142.1 109.1 134.4 104,0, 124.1 117.4 147.7 113.4 139.7 108.1.. 129.0 BUILDINGS NOTES: PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPOC40LE TO GENERIC WIND PRESSURE CHARTS BASED ON ASCE: 7-10 CHAPTER A REQUIREMENTS FOR A BASIC WIND SPEED OF 175 mph c& APPLICABLE IMPORTANCE FACTORS SPECIFIC DESIGN WIND PRESSURE MARKED OR HIGHLIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT AND DETERMINED BASED ON AN SPECIFIC PEAK ROOF HEIGHT WIND EXPOSURE, END ZON& HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CER77FTED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE TO THE BUILDING OFFICIAL. THEN THIS SIGNED AND SEALED GENERIC WIND PRESSURE CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND PRESSURES ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER This is Not R Wasterrain o °® °°��ee84+��re�J� lt Valid Onlj For One Time Permit. ®Q .� ..... �..�... � . v s �® ® o * PRODUCTS WHICH BEAR A N p . 44167 MIAMI-DADE COUNTY OR A F. a C. APPROVAL INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ®��fi�rseUoe 9 N A FENESTRATION DEFINED AS: L (1) A � S x L. WHERE S = WINDOW / DOOR WIDTH L = WINDOW / DOOR HEIGHT Frances Feinberg 1410 NE 103st Miami Shores, FL 33138 0988•• �.�ys �LpiNG ATtC. GILI7J4iF . • ...... �, NG�r tF DDaR 1: f • J�Tr-I�I�i - P O WIND PRESSURE C14ART. RISK CAT, It BLDOS, Mgatu vy"Ul ar"I-Lw - If4 .,vr„ ,.-. _.---- .. .. --•- "- -- DOORS OR HORIZ. SLIDING WINDOWS/SINGLE HUN DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE 0312112 DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE OFPVE OR NEGA77VEOPENINGS DATE BASIC WIND SPEED m 175 mph DETERMINATION OF 177VE OR NEGATIVE PRESSURES FOR A GIVEN OPENOR OR OPENINGS OF ADETERMINATION BUILDING WHERE SAID ARE SURROUNDED BYG II, OPENINGS OF APBUILDING WHERE SAND OPENINGS ARE SURROUNDED BIYG OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND PROTECTED AGAIN51' WIND BORNE DEBRI BY PEAK OF IMPACT WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY PEAK OF IMPACT WHICH ARE NOT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS - RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS PEAK A < 50 Pr *'� A > 50 Pt A < 30 FT'2 A 50 FT2 ROOF HEIONT (h) POSITIVE NEGATIVE POSITIVE NE054917VE POSITIVe NEGAUVE PPS1T/VE NEGATIVE > 80'-74' 84.5 154.9 77.8 137,1 113,4 183.9 106.8 166,0 > 70'-80' 86.9 159.3 80.1 141.0 116.7 189.1 109.8 17019 > 80'-90' 89.1 163.3 82,1 144.5 119.6 193.9 112.6 175.0 > 90'-100' 91.1 167,0 83.9 147,8 122.3 198,2 115.1 179.0 > 100'-120 94.7 173.5 87.2 153.5 127.1 206.0 119.6 186.0 > 120'-140 97.8 179.3 90,1 158.6 1.31.3 212.7 123.6 192.1 > 140'-180 100,6 184.4 9216 163.1 135.0 218.8 127.1 1976 > 180'-180 103.1 18910 95.0 167.2 138.4 224.3 130.3 202.5 > 180'-200 105.4 193.2 97.1 171.0 141.5 229.3 133.2 207.1 > 200'-250 110.5 202.5 101.8 179.2 148,3 240.4 139.6 217.1 > 250'-300 114.8 210.5 105.8 186.2 154.1 249.8 145.1 225.5 > 300'-350 118.6 217.4 109.2 192.4 159.2 258.0 149.9 233.0 > 350'-400 122,0 223.6 112.4 197.8 163.7 265.4 154.1 239.6 > 400'-450 125.0 229.2 115.2 202.8 167.9 272,0 158.0 245.6 > 450'-500 127.8 234.3 117.8 2074 171.6 278.1 161.6 251.2 NOTES: PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPOC40LE TO GENERIC WIND PRESSURE CHARTS BASED ON ASCE: 7-10 CHAPTER A REQUIREMENTS FOR A BASIC WIND SPEED OF 175 mph c& APPLICABLE IMPORTANCE FACTORS SPECIFIC DESIGN WIND PRESSURE MARKED OR HIGHLIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT AND DETERMINED BASED ON AN SPECIFIC PEAK ROOF HEIGHT WIND EXPOSURE, END ZON& HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CER77FTED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE TO THE BUILDING OFFICIAL. THEN THIS SIGNED AND SEALED GENERIC WIND PRESSURE CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND PRESSURES ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER This is Not R Wasterrain o °® °°��ee84+��re�J� lt Valid Onlj For One Time Permit. ®Q .� ..... �..�... � . v s �® ® o * PRODUCTS WHICH BEAR A N p . 44167 MIAMI-DADE COUNTY OR A F. a C. APPROVAL INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ®��fi�rseUoe 9 N A FENESTRATION DEFINED AS: L (1) A � S x L. WHERE S = WINDOW / DOOR WIDTH L = WINDOW / DOOR HEIGHT Frances Feinberg 1410 NE 103st Miami Shores, FL 33138 0988•• �.�ys �LpiNG ATtC. GILI7J4iF . • ...... �, NG�r tF DDaR 1: f • J�Tr-I�I�i FA j •14 • i r �/s . 7 77 M= HUNR3 WINDOW �r4,SEMW=_ OR 2QL S---R-•S--S-- �R�O/�'/%st THING CLQ DOOR OR.. HOR/ZONT,4L S �D/NG NRNDOW FENESTRATION DEFINED AS; (1) Al = L x ! , WHERE 5 L = FENESTRATION HEIGHT (2) A2 = S x L , WHERE 5 = PANEL WIDTH L = FENESTRATION HEIGHT USE A = 'MAX (A 1, A2) 11LIE C O mc. r TESTING & ENGINEERING COM N.W. J61 Phone EB -0006719 WALTER A TILLIT Jr. P. E. FLORIDA Lic. /E 44157 FENESTRATION DEFINED AS, **(1)A? = L xL, WHERE L = AS PER GRAPHS (2)A2=Sxt, WHERE 5� L = AS PER GRAPHS TABLES3)AMAX N, A2) TO USE 2010 FLORIDA BUILDING CODE - MIAMI DADE COUNTY - P O WIND PRESSURE C14ART. RISK CAT, It BLDOS, DRAWN BY. WINDOWS/SINGLE DOORS/STOREFRONTS/SLIDING A.G. DOORS OR HORIZ. SLIDING WINDOWS/SINGLE HUN CMENT WINDOWS/DOUBLE DOORS, 0312112 MND PRESSURE CHART DATE BASIC WIND SPEED m 175 mph II, II, Irl, DRAWING NO o�a�wx aas esv. xo oESCRiPItWt W76' FA j •14 • i r �/s . 7 77 M= HUNR3 WINDOW �r4,SEMW=_ OR 2QL S---R-•S--S-- �R�O/�'/%st THING CLQ DOOR OR.. HOR/ZONT,4L S �D/NG NRNDOW FENESTRATION DEFINED AS; (1) Al = L x ! , WHERE 5 L = FENESTRATION HEIGHT (2) A2 = S x L , WHERE 5 = PANEL WIDTH L = FENESTRATION HEIGHT USE A = 'MAX (A 1, A2) 11LIE C O mc. r TESTING & ENGINEERING COM N.W. J61 Phone EB -0006719 WALTER A TILLIT Jr. P. E. FLORIDA Lic. /E 44157 FENESTRATION DEFINED AS, **(1)A? = L xL, WHERE L = AS PER GRAPHS (2)A2=Sxt, WHERE 5� L = AS PER GRAPHS TABLES3)AMAX N, A2) TO USE 2010 FLORIDA BUILDING CODE - MIAMI DADE COUNTY - P O WIND PRESSURE C14ART. RISK CAT, It BLDOS, DRAWN BY. WINDOWS/SINGLE DOORS/STOREFRONTS/SLIDING A.G. DOORS OR HORIZ. SLIDING WINDOWS/SINGLE HUN CMENT WINDOWS/DOUBLE DOORS, 0312112 MND PRESSURE CHART DATE BASIC WIND SPEED m 175 mph Om = O.aSJ 12-068 EXPOSURE C' DRAWING NO o�a�wx aas esv. xo oESCRiPItWt W76' a SHEET 7 OF I bee:• • 0 • ••0s! • •••8• •••• • • sees 0000• • • • 100.0• Doses: D