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WS-18-2059
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perms Permit NO. WS-8-1 8-2059 Permit Type: Windows/Shutters Worts Classification: Door Replacement Permit Status: APPROVED Issue Date: 8/1/2018 Expiration: 01/28/2019 Parcel Number Applicant 1147 NE 97 Street Miami Shores, FL 33138-2557 1132050170040 Block: Lot: IRINEU ROMANO Owner Information Address Phone Cell IRINEU ROMANO 1147 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) FOUR BLR DOORS CORP Phone (305)776-2443 Cell Phone Valuation: Total Sq Feet: $ 3,161.00 0 Type of Work: REPLACING EXISTING DOOR WITH IMPACT No of Openings: 1 Additional Info: REPLACING EXISTING DOOR WITH IMPACT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $110.00 $9.00 $3.20 $129.40 Pay Date Pay Type Invoice # WS-8-18-68410 08/01/2018 Credit Card 08/01/2018 Check #: 3759 Amt Paid Amt Due $ 79.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I certify that all the foregoing information is accura�te and that all work will be done in compliance with all applicable laws regulating construction,and o i g. Futhermore, thorize'the above-n me contractor to do the work stated. ized Signature: Owner / Applicant / ,Gontrac(oi / Agent August 01, 2018 Date Building Department Copy August 01, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001552-2018 Permit Number: WS-8-18-2059 Scheduled Inspection Date: November 09, 2018 Inspector: Naranjo, Ismael Owner: IRINEU ROMANO Address: 1147 NE 97 ST Project: Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Door Replacement Phone Number: Miami Shores, FL 331382557 Parcel Number: 1132050170040 Contractor: FOUR BLR DOORS CORP Phone Number: 3057762443 STANLEY ABBOTT SUMNER Building Department Comments REPLACING EXISTING DOOR WITH IMPACT RESISTANT Checklist Item General Comments Passed False Comments Inspector Comments Passed ( Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 08, 2018 For Inspections please call: 305-762-4949 Page 8of19 _ 1 BUILDING PERMIT APPLICATION 9kBUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL 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 RECEIVED AUG 011018 W41 OP' FBC 2a *- Master Permit No. ups 18 — 0S Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL nPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I I i g'3 E T S� City: Folio/Parcel#: Miami Shores County: Miami Dade /1-3205-013-004o zip:(--3 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholde_r1): J r€ f) )� vYY(1 o Address, / /`) PE GI �JT'��. / City: L i 1 77, Shores State: Flo rl d ct, Tenant/Lessee Name: Email: BFE: NO FFE: Phone#:2 s t9 - 3i5 ) Phone#: Zip: 33�38 CONTRACTOR: Company Name: t-00c 'Y2\ ( `J (ES �.? Address: n(9.) 1ST City: Il..i [0 yr 1 ( State: /401 id c Qualifier Name: SAW() \Q 9 SUrrh')er Phone#: State Certification or Registration #: I b' 2?D(nCertificate of Competency #: Phone#: (i - ets{.j- "7'k0 Zip: 35014 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition \I Alteration ❑ New Repair/Replace ❑ Demolition c oo`c(t) WW -kh WY\ pacA Description of Work: \'7{c) ?la) Specify color of color thru tile: / Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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 seve (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei ' pection fee will be charged. Signatur 1 Signat'ure�li�/ll��y�.�i1� 0 AGENT The foregoing instruma7.cknowledged before me this /3 day of ,20 /. ,by jr��n v QUvvia_ Vtu , who is personally known to CONTRACTOR The foregoing instrument was acknowledged before me this Q /3 day of 7 , 20 �U , by me or who has produced 3L /Al , / as me or who has roduced as identification and who did take an oath. NOTARY PUBLIC: Sign: / Print: Seal: „ai /v'. identification and who did take an oath,,/ NOTARY PUBLIC: Sign: Print: Skan .—. son a111f)MlZ1Y, o is personally to f% f o'�tt.LUIS G DOMINGUEZ 0�.. _ Conmrssion1 GG 213217 �* Ex;,res July 18, 2022 140, F, z 5 v4e: Mr. 5.:; r. Wm Servkas ***************************** ***** ********************************************************************** /Plans Examiner APPROVED BY Commission # GG 213217 Expires July 18, 2022 • teal Untie Seal: Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknledgement: "r/Owner Signature Date ,xfnt Name Record and Return To: Assure America Title Co. 600 Fairway Dr. Suite 109 Deerfield Beach, Florida 33441 Prepared by and return to: Laura Bourne Burkhalter, Esq. LAURA BOURNE BURKHALTER, P.A. 1508 E. Las OIas Blvd. Suite B Fort Lauderdale, FL 33301 ASSURE AMERICA TITLE COMPANY 1600 Ponce De Leon Blvd.,10is Floor Coral Gables, Florida 33134 Folio No.: 11-3205-017-0040 11111111111111111 111111111111111111111! 111111 GFN 2O1 HRoi43O341 OR BY, 31062 Pss 4824-4826 (3Pss) RECORDED 07/18/2018 10:32:11 DEED DOC TAX $4,8000.00 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA (Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this I L day of June, 2018, between STEPHEN L. HARRIGAN and KATHLEEN R. HARRIGAN, husband and wife, whose post office address is 1242 Zimmer Drive, N.E., Atlanta, GA 30306, grantors, and IRINEU ROMANO and MARY CORNELIA ROMANO, husband and wife, whose post office address is 1147 N.E. 97th Street, Miami Shores, FL 33138, grantees: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantors, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantors in hand paid by said grantees, the receipt whereof is hereby acknowledged, have granted, bargained, and sold to the said grantees, and grantees' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 4, Block 180, REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, at Page 51, of the Public Records of Miami -Dade County, Florida. Property Address: 1147 N.E. 97th Street, Miami Shores, FL 33138 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantors hereby covenant with said grantees that the grantors are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land; that the grantors hereby fully warrant the title to said land and will defend the same against the lawful claims of DoubleTlme" Book31062/Page4824 CFN#20180430341 Page 1 of 3 all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. In Witness Whereof, grantors have hereunto set grantors' hands and seals the day and year first above written. Signed, sealed and delivered in the presence of: ST L. Him -- a, Witness: �epl�,en L L. \2 ar rija f (14,4 /7/?,a( Witness: c4Gr!rc N It /1'/c1' 7 itness: STEPHEN L. HARRIG 1242 Zimmer Drive, N.E. Atlanta, GA 30306 KATHLEEN R. HARRIG 0 1242 Zimmer Drive, N.E. C `��(C� Atlanta, GA 30306 Witness: WC.A.VCIA STATE OF GEORGIA )SS: COUNTY OF FULTON ) I HEREBY CERTIFY, that on the aforementioned day, before me, an officer duly authorized in the State aforesaid in the County aforesaid to take acknowledgements, personally appeared STEPHEN L. HARRIGAN and KATHLEEN R HARRIGAN, husband and wife, who are personally known to me, or have produced V, I.- as identification to be the persons described in and who executed the foregoing instrument and they acknowledged before me that they executed the same and did take an oath. WITNESS my hand and official seal in the aforesaid County and State this Ittaay of June, 2018. tb- t%%1111III### My Commission Expire�yP'�go.••f�+s lye NOTA �lari • 99 �� r Warrmrty Deed. Page 2 �� p rev TAq o p %Name: -'r ';•.47,0!Pulfi?1,17., PUBLIC STATE OF GEORGIA AT LARGE Latlist 1:Pt ts-e.. V'C.4-rci DoubleTimea Book31062/Page4825 CFN#20180430341 Page 2 of 3 OR BK 31062 PG 4826 LAST PAGE MIAMI SHORES VILLAGE Building Department 10050 NE Ave, Miami Shores FI, 33.138 Tel: 305-795-2204. Fax: 306-75G4972 POOR No. RE00-8-18r1546 Certificate .of Re-Oactipanoy Address: 1147 NE 97 Street City: NtiaMi Shores Mate: FL Zip: 33131145$1 This: tedifictite verifies that the reference property has beep inspected by MiaM1 Shores Vilge• Nut tfet been determined to presently comply with :schedule •of mullations of Miami ehoreSUnd and Development Code pertaining solely to the requitement that .each Colle-tallilY 4wJiing is used end: :intended to be used kir a one -family dwelling purpose :only, 11WEIVerthis: certifiette ribesnot•ainstitute any teprosentation ot warranty as to .the ponditior) of The: dwelling or other stiustures on •the premlaes :deathbed herein, or any asper..torluoti ton.ditl'onl and intwated persons ale avid and ertaititaged. tO make theitowo itspeotions of the premises In order to-diatelMineAtie 044410 thereof, ApprOat !If°41P.iit Book31062/Page4826 CFN#20180430341 Page 3 of 3 Miami Shcres Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT 10 CCMPU,NCE WITH ALL FEDERAL STATE AND CCIjIVi Y RULES AND REGULATIONS •• • • • • •• • • • •• • • • •• 1- FD 39" X 82 3/8" FL 15210.1. ZONE 4 +36.7/-39.7 • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • FOO �ALR D �Of¢S,CORP • • • • 5743 NW 159th ST Miami Lakes FL 33014 • • • • • • • • • • • • • • • • • Client: IRENUE ROMANO Location: 1147 NE 97 ST MIAMI FL 33138 JOB: FB4944 Title: Floor Plan Draw By: Sheet 1 of 1 C-1 • • • • • • • ••• • • • • • • • • a • • • • ••• • • • • • • • • • • • • • • •• •• • a • •• •• • • • • • • • • • • • 1FLOMA. BUIL/MO CODE 2017 311i - AS1 { 1740-L•11CMLOAD TJkBb E -170, 175 n't cnc.,094ed 5uRtIll g with nenri roof height I e th:'n or paw -TV -no fia Fat EXPOsUlxt: CAND 0 - LOAD MOTOR; o:l$ i,doLU0 i SPIND fRe5 LJR 5 IN PSF Brsildfi i Height Roof Slope Pecs hart 10 deg•rees Psi of . Jape :p' +21-1 10 rieg eate r. Tom; Pa sit. ive NtealGve'• Pesi-tine Negative 741• x 73 24 z:r 7.4 a 25 24 i ;S 0-i5 34.6 37.5 46,1. 37.8 4E0 50,4 16:2:5 : 6,U . 392s 49.0 ' 40.2 43.6 1.$..5 21-30 4 0.0 41.4 53/1 43,7 47.44 59,6 51. 42,5 44_1 56.7 45.5 550.4 62.2 •41-50 44,6 48,3 59 ' 48,.7 *2.8. • oa,a 5i.60 46_3 50,2 6i,g 60.6 64.9 672 !:oS;iT,asz-t €RS- eC oFto'ir. o Got 'WY, FN.M 15E C'-1 A ?I) 0T11u, COL/ MIES a 7. DtEN tiEii?C F Y - FFjtr G5Ll( 0 I rS �i 9 Itdlf1 !!! 1e.Ig!It e 1� tP i �fl�Of ,.DEL>�S, � FF1SY- tiS d ec-5 roof S inn ",i'C cd-or' thrill 10 deVess P'as-i iv>y. HgRo iv NI aii v4 Negative 544Z1 4' 5 2.4475 a4 L 0-1 ai . 9,r p 4Ek, 46.1 43. 53-.6 ll6- _.Y 46,0 156..5 44,E 45,3 46,2 •562.... 57.0 €,2.1 21.36 4-2,4 315 F0 45.1. 46,3 t 60.1 44,2 53,4 ! 64 9 41-50 47.2 51,2 53.0. 51-6 56.0I 694 51-60 " 49.1 .55.2J 6o., . 55.6 53.2 171.0 rIJ+AP 7t0 ' r fAM -f,ADE CO uw!rY W553 PRESSLI:RES in! P $ 17-0 1401 4iaLX:o7Y • aros€ Ke. C.1 gaildirag Roof S 4 p21•v.ss ;kola Roof 5iopol jrre,als Height , 10 cl'�.' s - harr<14i ctegt-ee� Pe;., -,:it iye Neg at$ve rail iive. 1\iep:et00 .,mac, 4 25 24 z5 �z4 4, 5 2.4 0-1 12.eo_ 45.6 56.0• 45_9 49:8 65.4 16.20 - 444.2 47,3 I 513.R 48,2 52•3 c�l.i. 21-30 47.4 51.1 9 6•3,1 51.7 56,1 69,3 31-4.0 49,8 54.0 66.4 q44 59.0 ' 2 6 41-5 t LI,8 56.„1 69,0 56.6 61,3 • '15.7 i 51-60 55.4 5i.a 4 71.2 L)3.4 63,3 78,E 1 LoeA 1il 5F'6',VARD COtTh TY, ri.U:2 DEPa`tlANIX' 0Ti'Il iz ?=R.'Ai?eE CCU' .41V4 WIND PnC-.S IJR35 I0 r?` L.11ydiria;s 1-44f Slope Height I 10 d.:rees 14'Q�S 5tope: "Tlr`=ale:- 'filar, 10 ricigl'eall pas tine Neg5oiivV.. PoviarVe . 1`„Eitel ye.. 144 4 25 i z4 25 24 4 z5• 52,$'• salt.. • ' 0-.15 I 44.5 48.2 59 3 .144 21.. 1] 8 55.3 544 I... 6` 4-8 4+ '.^.. 44,4 51-40 Q 52.8 57.2 1,754 Wit..:; - . 62 F ' 41-50 i 54.9 59.4 r 75.3 63,0 65,0 8 ,1, 61-E0V 56.6... 61.3 17 ,5 61,9 ' 57,i 52.9. • • Law -it -At • • ... • •. _• • • • • • ' • • • • • • • • .. • • • •• • • •i ••••• • • i_ •••• • • r••••••• • .• • •. • • • • • •• • • • •• • • • • • • •• • OE N ERA 1, blaTE 5: �, r 4„ 1 • T1 TABLEEASEAPPLICA61. r1f1L`3 3' 1'O' I.PL i € F,. IHC'_ Hv'I t;4Li•�r'0J Fr''.ftied0Fargi tYF, �'- �D 0.41F1. iti 1 , I-tg- 10.1 4t1If!t{ss,114,t'1FS,t!:r{}0L0•UFIAitPRICAELLE70hSPECIEIt;P 0J01T.515EQt RA03a=R'4U5TPROPERLY (.F,0TIRE 5E'.A•OA • PRESSURE AIWORDi{'1rI-X Wi+ 31-I T I-1E EMTliti't3 r-51L'-111 I4 AND 111031i 5'11'I.1::17.3N BE VP-1IiI 15.5 55' THE L 11 H IJ1- .1 il-610-1. _ 2- MT:0g NOTE MAT, tSi'5L1P10P l.' Tr1)P4rI VAIleNOT,10.)215o(:,Ci[11'f6FFE17BY7153)El4f.41L-E11". THE S1C1'!,4".11 'E. ,,jF SEAL 1.111,11c ab ONN s FII3 D100014,11-1 i3 0/IL � AP iLr,tat_ 1•C' l'FE 15E14M�'b15 I1,iJL01) L5u. F 1 ;5EU CO A:S. 2 7- 0 F11GLICt+.11C:sa. Al:�. J1li,.., ,.� 3. i�.t�7 �iL? USE THIS1.-IETi IF aNES;TE �[,tf ICI Ih y'i l r� 1'1r=t]" P'i71iL=REu2 5Y• T11. D,A'El.�•:a 0}1 _fYS1�! F'3F�?i Ii-ii: EVI7 iLlfsTiCtli �• il-i�tli?517 MY tili.e. CITY offriph nI. n:"1 rQascsss Lhtew lT�n.{5x' J4,�;�rsi a 4-E1':;1)3€U9E5,34ce1w1?v.7:3j-titan',Fr,_:(:r,5i2F: sd,/raodE1547att-4dot-,1:itzt0a.Mt'r;i`intro.0-uss , 3 asi;4110.Peulytit;a01E1F.Farleilji3}';ni0ltrxr, uk ecifiWalis0haupmcl4 oaty f.i ni,Agioi.tioatethmdio4i Poi b''11ira°Fa.axikolgti P,;.a.:ii&-intin ppviindcgit;;VIIGJF@ t?,ns:a.teudg Itian 2 VA-4' it or ZO ticomvtheLadd,raF'iIFa6,,M,ry•;,_fia:.lie.3ter.F i15 n li?<Ef-Hirdz.I s Eximcw s bEn E,1i1.d6ti11 lu';,ti; d In EVe nitre fs a mir er 1 ��s3EN s. Eka: H 4`• ;. 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" _ S 0.€ L;"a,-n hlX0,4 17 Mx 69+,t zdP3,ui101A EL , Flgrida Building Code Online Page 1 of 5 bflda • ocP or mew' ir-ert6cREru •"' BCIS Home I Log In I User Registration i Hot Topics i Submit Surcharge I Stats & Facts I Publications I FBC Staff Product Approval USER: Public User Pr• • ' enu > Product or Application Search > 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 Compliance Method licati 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 FL15210-R6 Revision 2017 Approved Detail Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 20045• (440) 969-9773 Ext16 • rickw@rwbIdgconsultants.com ...... • Vivian Wright . • • • rickw@rwbldgconsUNKU eom Scott Johnson • • • • 5200 W Century Bled.•;•; Los Angeles, CA 90845 • (440) 969-9773 Ext 18. scottjoh nson@plastpsainc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com .... • .••• • . .. . • . .• . • .. . • • • • • • • • • • •• • . • • .. . • • .. . Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered A Professional Engineer D Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Instit 12/31/2018 Ryan J. King, P.E. i Validation Checklist - Hardcopy Received FL15210 R6 COI (a) Certificate of Independe https://www.floridabuilding.org/pepr_app_dthaspx?param=wGE... 2/ 1 /2018 Florida Building Code Online Page 2 of 5 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prod Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Arch FL15210 R6 Equiv La) Equivalency of Stands Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 • • • • • •• • • •••• • • •••• • • •• •• •••• •••• •• • • • • •. • • •••• • • •••• • • • Description' FL Model, Number or Name 5210.1 a. Smooth/Wood Grain/White Wood • Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact".Opaque Fiberglass (X - Configeration) • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes esign Pressure: N/A • See INST 15210.1 for Design Pressure Ratings, any additions itations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.1. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Ev 0.1 Created by Ind Third Par 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Sir Sidelites - Inswing/Outswing (OX c Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.2. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.2 Created by Independent Third Par 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Do Sidelites - Inswing/Outswing (XX; 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL15210 R6 II (b) Inst 15210.3. Verified By: Lyndon F. Schmidt, P. https://www.floridabuilding.org/pr/pr_app_dthaspx?param=wGE... 2/1/2018 Florida Building Code Online Page 3 of 5 Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.2 Created by Independent Third Par 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Sin' (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.4. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.4 Created by Independent Third Par 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Sin' Sidelites - Inswing/Outswing (OX o Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Irsr15i10.5. Verified.By: L'ndon F.Bchmidt, P. Created•botncfependerirThIrd Par EvaluatipReports •..•.• FL1521Q•I1,Q.fE (b) EvaL15210,5 Created I;y l rldependegl;ZlIird Par • • • • •••• •..• 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "ImptLf:'•GI5zed FgIhss Dot Sidelitest•InSAring/Outswing (XX; 1 • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation Ir strucii.ma• • FL152111 RE• lL (b) Inst 15210.6. Verified BSr! Lyfidon F. ttlandt, P. Created by Independerfr TN1rd Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.E Created by Independent Third Par 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Sint Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.7. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.7 Created by Independent Third Par 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Sing Sidelites - Outswing (OX or XO; 0) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.8. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.E Created by Independent Third Par https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 2/1/2018 Florida Building Code Online Page 4 of 5 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Doi Sidelites - Outswing (XX; OXXO - ( Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.9. Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.e Created by Independent Third Par 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Sir Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.1( Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.1 Created by Independent Third Par .... 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Imli'dL&''Odaque Firglass Sir Sidelites.•Mwing (0%(.Cr.X0; 0> ' . Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions. FL1521%46.11 (b) I w U6/10.11 Verified.QK:.I.%pdon F. Schmidt, P. Created.laf Irjdependri'tllitd Par Evaluatic rr deports • FL15218 R6 AE (b) Eval 15210.1 Created'by IncfiependLitaCird Par 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fibtrgiass Do Sidelites - Outswing (XX; OXXO - ( Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.12 Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.1 Created by Independent Third Par 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Sir Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.12 Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210,1 Created by Independent Third Par 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Do on Active Door panel - Outswing (> https://www.floridabuilding.org/pr/pr_app_dthaspx?param=wGE... 2/ 1 /2018 Florida Building Code Online Page 5 of 5 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.14 Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.1 Created by Independent Third Par 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Sint WINDSERTrM an operational windo, Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.15 Verified By: Lyndon F. Schmidt, P. Created by Independent Third Par Evaluation Reports FL15210 R6 AE (b) Eval 15210.1 Created by Independent Third Par Back Next •••• •• • • •••• • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32t99'Phone: vSl -in-1824 •• • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pr'uradfStatement :: Accessibil . � • Under Florida law, email addresses are public records. If you do not want your e-mail address released l respog6e to z • electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If 9Jtfltave any gA25ti8ns, pie to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed und.nGhepter 455, F.S..must p address if they have one. The emalls provided may be used for official communication wjili PFh•Iftensee.a-ToW26er ema do not wish to supply a personal address, please provide the Department with an email address which can be made av you are a licensee under Chapter 455, F.S;,•pTitt4.click here .• Product Approval Accepts: • • • ®ra • • • • • • •• • Credit Card Safe ecuritc.��a7Hic,. •• • • •• • • • • •• • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 2/1/2018 • • • ••• • • • ••• •• •• . • •• • •• •• • • • • • •. •• • •• • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • • plastpro 5200 W. CENTURY BLVD. • • • • • • • • • • .•,• ••• ••• • • • • • • • • • • • • • • • • .•• • •• • • . •• • • • •• LOS ANGELES, CA 90045 • • • • • • Smooth / Wood Grain / White Wodd! Grain' Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compiance with The 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT 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 borne debris protection, this product compiles with FBC Sections 1609.1.2 & R3012.12 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 FBC Sections 1609.122 & R301.2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for `HVHZ". Ai 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. • • ••• •• TABLE OF CONTENTS SHEET# DESCRIPTION SHEET # DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (IX Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Cross Sections (Thresholds) 12 Bil of materials 375FR MMOVERALL FRAME WIDTH 82ff OVERALL FRAME HEIGHT- INSWING 81.13" OVERALL FRAME HEIGHT • OUTSWING \ i \ \ X \ / r \ ♦ \ , / \ 9 0 ONFIGURATION x DIMENSION 3. DESIGN PRESSURE. (PS -fpostr1VE °NEGATIVE 37.5" x 82.0" +75.0 -75.0 See sheets • - son Pressure ... c a 00 NN gRR �S aw a N ^ 0 eet: 2/16/ 2 5010E N.T.S 0w0. er. JK al( et L.FS llwwwe ha FL-15210.1 atFm 1 cell Z 0 5210 (2017)V1-15210.1-6.dwg, 2.1 0.7' HINGE STILE (LVL) 35.75' MAX OA. WIDTH 79.25' MAX. O,A. HEIGHT ICI f—� X 1; DOOR PANEL Plasloro Fiberglass sor • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • EXTERIOR • • •• • • • • • ••• • • • • • 2.8" • • • •• • • • 04" OHORIZONTAL CROSS SECTION 2 SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVL) CAP (PVC) *AWARE TABLE_; MANUFACTURER: KWIKSET KNOB: DEADBOLT: .MODEL SIGNATURE SERIES SIGNATURE SERIES (980) _MAX.:DESJGN -!- PRESSURE:(PSF):: ± 75 SOILAGE KNOB: DEADBOLT: "F' SERIES (F51) "B" SERIES (1160/62) ± 75 PAMEX LEVER: FL3B SERIES DEADBOLT: FD7 SERIES ±75 HOPPE MULTIPOINT LOCK: HLS9000 3-POINT TONGUE ± 50 ENDURA MIILTIPOINT LOCK: TRILENNIUM 3000 (3-PT) ±75 See sheets 5 and 6 for multipoint lock details. INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.12F MfN. THK)�\ BOTTOM RAIL (COMP.) EXIER(OR 2v 2 VERTICAL CROSS SECTION 2 c_fo zo zro v_ cN� .W 4m a 5- D00R PANEL DETAILS 0 U ' N z W W 0 in OOO M as 0. 0 n» SC•••ti 4.4�o N ^ Z DAM 02/16/ 2 SCAM N.T.S DWG" en JK dM sr: LFS DRAWING NO., FL-15210.1 SHE' 2 or 12 2 5 2 D 5 3 N 0 N • • •• •• • • • • .• •• •. • . • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • 0 z O 1-1 /4` MIN. EMB. (TYP.) O t T� 0.15' CSINK TIE ITYP1 o© nrnnunrurrne / ?II O 0 O 0 • ▪ W• • •• •• • • • • • • • • • • • • • •• • • •• • • • • • • • • • ••• ••• • v v irk v v vv 0.15' C'SINK (TYP.) INTERIOR • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• ©0 O O o� O EXTERIOR 0 O CO wMnnunom M> lO3 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Outswing shown (Inswing similar( 3 Outswing shown (Inswing similar} a. • ea. 1-1/4"MIN. EMB. (TYP.) EXTERIOR INTERIOR 3 \ VERTICAL CROSS SECTION 3 % Outswing shown (Inswing sim➢ar) Y z FL- 0 Z 7 0 a zn oy 4N am w PART OR ASSEMBLY: m ce ce W M � DATE. 02/16/ 2 scum N.T.5 owa. Y. .1K CKK. a: IFS DRAWING NO.: FL-15210.1 snm 3 OF 12 0 2016 R.W. 9UILPINn CovsuLTAr1Y Drawings 1FL-15210 (2017)\FL-15210,1- INTERIOR EXTERIOR lOq HORIZONTAL CROSS SECTION Shown w/1Xsub-buck Outswing shown (Inswing similar) . . . •• • • • • • • • •• • • •• •• • • • • • • • • • • • • .•• • • •.• • • • ••• . • • • • • • • • • . • • • • •• • • • • • • ••• • • • •• •• •• • • • • • • •• ••• • •• • • • ••• • • . m . ■ .. • • • • • • • • • • .•• • • • • • • • ID* • • • • • • • • • • • • • • • • • • • • • 000 • • ©0 O 27 MA 0 1-1/4" MIN. EMB. [TYP.) co a V s9 0 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) • 0 • O4 VERTICAL CROSS SECTION Shown w/ 1X sub -buck Outswing shown (Inswing smilar) - 1141 E o° JTC v' 2 4 0 oo am 4m 6 c JU UM CCX UZ ZW Z U OM 00) O� xcc U >7m z DAM 02/16/ 2 swe N.T.S DWG. BY: JK CHN Br: LFS DRAW= NDt FL-15210.1 SNEET 4 OF 12 Drawings \FL-15210 (2017)FL-15210.1-6.dwg a gg INTERIOR EXTERIOR I-1/4" MIN. EMB. (IYP.) 0 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) • • ..• • • . ••• •• •• . • • .• •• • • • • •• • • • • ••• . • • • •• •• • • •• • • • • 000 • • • • 000 • . . - • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• ••• • • .. • • • • • • • • • • • • •••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Q© 1-1/4" MIN EMB. (1YP.) 0522 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (inswing similar) "R. O 3VERTICAL CROSS SECTION Shown Direct to Masonry Outswing shown {Inswing similar) PART OR ASSEMBLY: 11m 00 a n h 11,2 Z DAM 02/16/12 suds. N.T.S. rnvG. err: JI< M. Bi: LFS ORIp7111C NO.: FL-15210.1 SNECT 5 OF 12 R:\Qents\Nastpro, Inc PEMIANENT\A - Flmkla P,odud Approvals \FL-15210 MHZ Oberglass - Impact Opaque and Gfaae1lC - Drawings1FL-I5210 (2017)\FL-I5210.1-6.dwg, • • • ••• • • • ••• •. .• • • • •.• • • • • •• •• •• •• • • • • • • •• •••• • • • •• • • •• •• • •• •• • • • • ••• • • • • 900 • • • •.• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •.• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• EXTERIOR EXTERIOR c. INTERIOR 0 00000 1 VERTICAL CROSS SECTION 6 Outswing confirguroiion INTERIOR 22 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold EXTERIOR 0 • Q. G 33 VERTICAL CROSS SECTION 6 Inswing configuration a INTERIOR co 0 0 m DATE: 02/16/ 2 sane N.T.S Da. an JK cat. er: LFS DRAWING NO.: FL-15210.1 SHEET 6 OF 12 9 201 6 R.W. BUILDING CONSULTANTS INO- ntskPlaslpro, Inc PEN•IARENTy1 - Florida product Approvals\FL-15210 HVHZ Fiberglas - Impact Opaque and GlatedtC - OrawIngs\FL-1521 O OVERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/ 16' jamb O INTERIOR 1-1/4" MIN. EMB. (TYP.) 1 0 7 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16'jamb • • • 000 • • • 000 •• •• • • • •• •• • • • • •• •• •• • • • • • ••• • • • •• • • • • • • • 000 • • • • •.. • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • l.s' . . •• • • • MAX. O • •• • • • • • • • • • • • • • ••• • •• •• •• •• •• ••• •• . • • • • •• • • • • • ••• •• m ..I Eli o EXTERIOR T-1/4" MIN. EMB. (TYP.j O7 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb O C)VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16 jamb O 1 00 . 1 INTERIOR 1 ! Ir- Ir, N IRO N. CO 1-1/4" MIN. EMB. (TYP.) 0 7 HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16'jamb ETERIOR O AIM I 'I) nom 1-1/4' MIN. FMB. (TYP.) O7 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6.9/16' jamb a des c, o_m U 0 O a PART OR ASSEM LY: --m n< = ww 0 9 O 0 -w rn h g DATE 02/16/12 SUE N.T.S. DWG. er: JK CHK. ar: LFS DRAWING NO.: FL-15210.1 smut 7 or 12 z 0 to ca ca © 2111 2 H.W. BUILDING C It Mai ntAPlastpro, Inc PERMAIORIT\A- Florida Product ApprovaE01-15210 HVHZ Bbarglass - Impact Opaque and GIazerRC - OravdngsV1 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. . • • • • - • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • ... ... • • • • . .. •• • • •.. • • ••• • 0 0 0 0 i OHOPPE MULTIPOINT LOCKSET HLS9000 3-Point 'Tongue" 23 MULTIPOINTSTRIKE PLATE MANUAL RAISED TONGUE GEAR SYSTEM • • • • • N co OLATCH AND DEADBOLTSTRIKE PLATE Tongue system 2X BUCK IX BUCK DIRECT TO MASONRY 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY STRIKE JAMB CC (Jo ON ag gw am c PART OR ASSEMBLY: 3—POINT LOCK DETAILS nv N N to 08i o 0) m u�i 00 a4 N� n�¢ �Mo a--z DATc 02/16/ 2 0C L N.T.S. DWG. Eft JK CHK sr. LEIS DRAWING NO.: FL-15210. 1 SHEET 8 OF 12 •NNI S1NV11fSNOO ONiOvnla 'Mai Z I OE co 0 HVHZ Fiberglass • impact Opaque a R:\Olents\Ptastpm, Inc PERMANENRA • Florida Product . • • ••• • • •• .• • ••• • •• • • • • • •• •• •• •• • • •• •• •••• •• • • •• •. • •• • • ••• • • • • • • • ••• • • • • ••• • . • . • . • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • ••• ••• • •• • • • •• ••• •. • • •• • ENDURA TRIENNIUM 3000 3 pt. Lock • • • • • • • • • ••• •• 1 2XBUCK 1XBUCK DIRECT TO MASONRY STRIKE JAMB DETAIL 00 trAD 4oJ O cc a PART OR ASSEMBLY: 3—POINT LOCK DETAILS C mmU n as 0 o N N 00 ww u+ 00 do as ^ho •- Z SAM 02116/ 2 SOLE. N.T.S DWG. JK OHS. BY: LFS DRAWING NO.: F1-15210.1 SHEET 9 OF 12 tn ce a lazed\C - D2wings\FL-15210(1017)\FL- RAOlentArastpro, Inc PERIIANE1II\A - Florida ProductAppromISIFL-15210 HAIZ Fiberglass-1m MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS —o BUCK ANCHORING CONCRETE ANCHOR NOTES; t. Concrete anchor locations at The comers maybe accosted to maintain the min. edge distance to morlarjoints. 2 Concrete anchor iodations noted as 'MAX. ON CENTER" must be adjusted to maintain the mit edge disfonce to marlorjoints. additional concrete anchors maybe required to ensure the "MAX. ON CENTER"dimercion ore not exceeded. 3. Concrete anchorlcbte: ANCHOR TYPE , -. ANCHOR SRE M1N'; EMBEOMEM MIN.IGLEARANCE TO MASONRY :ELTGE .MIN: CLEARANCE 2:TOADJACENr;. .. '-� ANCHOR;` �: ITW TAPCON' ELCO U[TRACON 1(4" 1.1/4" 1" 4" Iry TAPCON• 3114" 1.1/4" ASSHOWN 1-1/2' WOOD SCREW iNSTALCATION NOTES: Maintain a minimum 5/8"edge distance, T"end dstance, d " o.c spacing of wood screw 10 prevent fhe splitting orwood. • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •� • • • • • - • • • • • • • • • • • • • • • 4-9/ 1 4 JAM$ • • • • • • • • • • • • • • • •• • • L • • • STRIKE JAMB 2X BUCK 1X BUCK DIRECT TO MASONRY •• • • • DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) •I • (•) • SEEING • ••> >.,� DETAIL (TYPO) MASONRY OPENING FRAME 2X BUCK LATCH & DEADBOLTDETAIL O 2X BUCK O1X BUCK - ODIRECT TO MASONRY TYP. HEAD & JAMBS 4-9/16" JAMB 6-9/16" JAMB DIRECT TO MASONRY - JAMB (TYP.) (SEE SHEET 7) ADA SILL ONLY DIRECT TO MASONRY 1 X BUCK 2X BUCK DIRECT TO MASONRY I X BUCK 2X BUCK FRAME ANCHORING Mosonty coruhvction DIRECT TO MASONRY IX BUCK 2X BUCK HINGE DETAIL Inswing DIRECT TO MASONRY 1X BUCK 2X BUCK Odle-. HINGE JAMB HINGE DETAIL Outswing Cc 00 go 0-m ti 0 0 se a PART OR ASSEMBLY: BUCK AND FRAME ANCHORING ET fi1- � NN. ww 0 41ti o-`- a N"-Z TATe 02/16/12 SCALEI N.T.S. DWG. tn: JK CM at: LFS DRAWING ND.: FL-15210. / SHEET 10 of 12 © 201 2 R.W. BUILDING CONSULTANTS INC. c"4 OUTSWING THRESHOLD DLP {QO5R) OUTSWING THRESHOLD 3Z OLP (QOSHI 33 OUTSWING THRESHOLD Enduro (2-Series) a. INSWING THRESHOLD Enduro (Z-Series( u, • • • ••• • •• •• • • • • • • • • •• •• •• • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4.6" 2• • • • .62\OUTSWING THRESHOLD Columbia High Dam (581I 31 OUTSW!NG THRESHOLD Columbia (575) 17 INSWING THRESHOLD Columbia 37 INSWING THRESHOLD DLP (1SCS) • • ••• •• •• • • • • •• • • • • 9 • • ••• • • • •• •• • • • • • • • • • • • • • • ••• ••• - •• ••• •• • • • • • • • • • • • ••• •• L 4.56" 113 I I I-- 2.36" I 2.2' 0 WOOD JAMB 2.44" 213' OPOLY FIBER JAMB Plaslpro 4.56" N I �`-� 11 ---I 0.52" OWEATHERSTRIP Enduro Forces — 2.088" 5Tb\ ODOOR BOTTOM SWEEP 4.56" I 29 ADA THRESHOLD DIP Cc z§ 4wD EZ 0 z PART OR ASSEMBLY: COMPONENTS } 2 0 \ _N Q 0 n z DATE 02/16/ 2 WALL N.T.S. ma. 8: JK cm. er: LFS DRAWING NO.: FL-15210.1 SHEET 11 Or 12 BILL OF MATERIALS RUM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 •a • V • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • •• • • • • ••• • • • • 1• • • Y004 • • • • _ _ • • •• . �• • • • • • • • • • • • • • • • • • • •• •• •• • • • • ••• 0:; • • • a 3,52E • U N •- e ` �9 E • � m o a` n c9 el) a s• oz & 3d z0 o 0 a BILL OF MATERIALS } z 0 rn rc rc N N n N DATE 02/i 6/ 2 SCALE N.T.S. DWG. BT. JK CNK. tN: LFS DM141NC NO: FL-15210.1 SI4Etr 12 DF 12