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Home My WebLink AboutREVISIONOFFICE USE ONLY: FILE COPY DATE FILED: Ch. 2--19 PERNHT# ' L2 REVISIONFEE: 'n-spo RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300VIRGINIA AVENUE SCANNED FORT PIERCE, FL 34982-5652 BY (772) 462-1553 St. LUCle COunty APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: scu-j'a%t lkic- DETAILED DESCRIPTION OF PROJECT REVISIONS: Aq>0 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: RECEIVED DEC o 2 2aig ST. Lucie County, Permitting ST. LUCIE CO CERT. #: BUSINESSNAME: QUALIFIERSNAME: ADDRESS: RO a--1 s-1 CITY: Von- STATE: �L zip: 3q PHONE(DAYTIME): -m&�,S�cj-�ko9, FAX: OWNER/BUILDER INFORMATION: NAME: CITY: ko (+ 9 %t (' P� e- STATE: Ft, PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: F -1 zip: 34 qq(f NAME: ADDRESS: %cAp y_\ t,-V,�S Q�, k\4 Q'('� �.Xc' CITY: Q,eQ-Q, STATE: ZIP: '��4qsc) PHONE(DAYTIME): FAX: SLCCC.- 9123109 r" "ISION Revised 06130117 Rt=v Architectonic Inc HIBISCUS OF THE SEA #2836 FT. PIERCE, FLORIDA STORE FRONT REPLACEMENT CORNER ATTACHMENT C-F-E kff=JA-� ZVif t-LUKIUA DUILUI uc DEC 0 2 Z019 165 MPH, EXPOSURE "D" RISK CATEGORY III T. Lucie county, Permitting F/ V, A,�� fo" I' W/ A,��t—E_ 01A'T' 6TO 9-C, IFZ�fJT_ AMA,0-tislP r--V— �e 0 p e t-oola� I.- F_ p -� r- I C_ %A�L_a�o Fs -1 ?,-G A>Ieb %,�, r- W / L d%Ar oq� 4 )c.A Vlt)�Vr 59F— JPL.�'e's ?015;—t 7,'r, A x4 Irbeorr— "ILE Cu"PY /,tMf156N3 f0t,�C%2,-AA-a 't'5�1 ce" F—)CT,6 pA jq0 e, � 5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCCQ (�Qfj 806 Delaware Avenue Tel: 7724607751 www.architectanicinc.com Fort Pierce, Florida 34950 Fax: 7724604244 FL Reg #AA26003348 1 of 1 1 I � o ' 'N� " N TAL,' C E N, DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: L,*�_Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: u�—Not Applicable BONDING COMPANY: "1105'Xpplicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR PROVEME TO YOUR PROPERTY. A NOTICE OF COMI�%�MENT MUST BE RECORDED AND _D POSTI . HE JOB SIT E BEFORE THE FIRST INSPECTION. IF YOU !Pff W TO OBTAIN FINANCING, CONSULT 7 NO WITH YralUENDili"R AN ATTORNEY BEFORE RECORDING YOUR NOTWE OF COMMENCEMENT." Ile .-Signature 91'2!!�67ton_%ctor as Agent for Owner Signafu r/License H`di4e( STATE OF FLORIDA t STATE OF FLORIDA- ;5 COUNTY OF COUNTY OF The for oing instrument was acknowledged ' before me Xf The forgoing instru acknowledged before me this t'yJ day of 20 by this day of 20 by Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known "� OR Produced Identification Type of lclentificatil'n!!�!_ Type of Identification Produced Produced ignature of Notary Public- State of Florida gnature of Notary Public- State of Fl6ricla Commission No.. - - - - - - - - - - Commission No. "M 8 A WFTH�610, JP AMESZAWI�iWT JR. :Noq Public. State 01,MLAR Ral— lit R Notary Pubflc� State of Florida �Ift' I .11 Commission No. GG.119860 Commission Exore �ft*Vr Comml )I:/A;1;40'q';4'0VE REVIEWS FIR IF _77 PLANS VEGEPAIJUN COUNTER REVIEW REVIET REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Te—v. 777M Voob'K-W12 4 Architectonic Inc RICSIVeo 'AG 2 7 2n. St. tticleoCopua�rt Fort Pierce Building Department & Planning Department 100 N. US Highway I Fort Pierce, Florida August 26, 2019 RE: Hibiscus 3878 N. Highway AIA To Whom It May Concern: Our office has performed design pressure calculations for the above referenced project and herby certify that the proposed Store Front is in compliance with the 2017 Florida Building Code, 165 mph wind zone, Exposure "C", Risk Category 11. From Table1609.3.1: V,it= 165mph V11d= 128mph From Toble 1609.6.2 Zone 5 enclosed -1.34 Required Design Pressures: 36.1 x 1.34 = 48.3 Product: FIL # 10467.1 Coral Industries Hurricane Impact Doors and FL# 10468.1 Coral Industries MS381 Medium Stile Hurricane Impact Door Product Pressures: +70/-80 806 Delaware Avenue Fort Pierce, Florida 34950 COMPUAN co CIV CC)UN Y ST. LU 13occ v. Tel: 7724607751 www.architectonicinc.com Fax: 7724604244 FL Reg #AA26003348 I of 1 Florida Building Code Online Page I of 2 BCIS Home Log In User R�(stration Hot Topics Submit Su�arge Stats & Facts PubIluations contact Us BCIS Site Map Unks Search qFlcn'da proval M er r srr�,-- -a�onztnup� product Arproyal Menu > Product or Applicatio, Search � AppikatIon Us > Application Detail JN51�IIIIIIII FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL10467-R5 Affirmation 2017 Approved Coral Industries, Inc 3010 Rice Mine Road Tuscaloosa, AL 35406 (205) 345-1013 grant.mcallister@coral[nd.com William Smith william.smithsr@coral[nd.com William Smith Sr. 3010 Rice Mine Road Tuscaloosa, AL 35406 (813) 716-3368 william.smithsr@coralind.com REVIEWED FCOIR William Smith 7704 B Inclustrall LaneCODE COMPLIANCE Tampa, FL 33637 (813) 716-2221 --r %0-37 3. LUC9E COUNTY william.smithsr@coralind.com BOCC Panel Walls Storefronts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Lewis A. Waldrop PE-21959 Keystone Certifications, Inc. 02/24/2026 Shawn G. Collins, PE D Validation Checklist - Hardcopy Received Certificate of Independence FL10467 PS COI Engineer Statement of Independence Coral FL500.pd FL10467 R5 COI Enginger Slatement of Independence Coral EL550.r)d Referenced Standard and Year (of Standard) Standard Y-eju AAMA501 2005 TAS201 2004 TAS202 2004 TAS203 2004 I https://www.floridabuilding.org/pr/Pi�_appjtl.aspx?param--wGEVXQwtDqudsDrIH6I48zOB4xU... 8/27/2019 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL10467 R5 Eaulv AAMA 10467.0 R I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes ONO ONIA Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL10467 R5 COC FL500-FL550 10467 Affirmation Letter.rdl Method I Option D 11/28/2017 11/28/2017 12/04/2017 FL # Model, Number or Name Description 10467.1 FI-500 FI-500 Storefront for 9/16" Glazing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10467 RS H FL ProductApproval FL50O.r)d Approved for use outside HVHZ: Yes Verified By: Lewis A. Waldrop PE# 21959 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-80 Evaluation Reports Other: FL10467 PIS AE FL Product Approval Evaluation Report FL500.ipcl FL10467 R5 AE I'l-10467,1-FI-500-Letter.od Created by Independent Third Party: Yes 10467.2 FL550 Storefront for 1-5/16" Glazing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10467 R5 IT FL ProduCtApproval FL550.pd Approved for use outside HVHZ: Yes Verified By: Lewis A. Waldrop PE# 21959 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-80 Evaluation Reports Other: FL10467 R5 AE FL Product Acoroval Evaluation Report FL550.od FL10467 R5 AE FL10467.2-FL550-Letter.r)d Created by Independent Third Party: Yes F--��k FN 7.- Contact Us :: 26D1 Blau- Stone Road, Tallahassee K 32399 Phone; 850,487-1824 Th. State of Florida is an AA/E20 employer. Copyright 2007-2013 State of Florida, :: Privay Statemen :: Accessibilitv Statemen n Refund Statement Under Florida law, email addresses am public records. If you do not want your e-mail address released In naiporse to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pmv1de the Department with an email address if they have one. The emalls provided may be used for official communIcation with the licensee. However email addresses am 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 am a licensee under Chapter 455, F.S., please dick hM. Product Approval Accepts: 12 -1 FiVE FF-H M Credit Card Safe le https://www.floridabuilding.orglprlpr�_app_dtl.aspx?param--wGEVXQwtDqudsDrIH6148zOB4xU... 8/27/2019 Ott 0o' 16 lea, v, ap U. PRODUCT APPROVAL FOR FL500 DRY GLAZE SYSTEM GENERAL NOTES: TEST STANDARDS TAS201, TAS202, TAS203 WATER INFILTRATION 13 PSF AIR INFILTRATION 6.27 PSF TYPICAL cuss SITE 9/16' UNLESS OTHERWISE NOTED 1/4- MINIMUM SHIM SPACE 0 PERIMEER UNLESS OTHERWISE NOTED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH FLORIDA BUILDING CODE 2014 EDITION FOR HVHZ . SERIES,281 & 381 DOORS SHOWN ON DRAWINGS ARE UNDER SEPARATE APPROVAL NUMBER PREVMUNG PRESSURE OF DOOR WILL PREVAIL WHEN USED IN THIS SYSTEM DRY GLAZE SYSTEM MUST BE USED WITH DUPONT SENTRY GLASO .090 INTERLAYER THICKNESS. ABBREVIATIONS, OLA. - DIAMETER D.L.O. - DAY LIGHT OPENING EKT. - EXTERIOR ELEVS. = ELEVATIONS INT. INTERIOR MAX. MAXIMUM MIN. MINIMUM O.C. ON CENTER OPP. OPPOSITE TYP. TYPICAL INDEX TO DRAWINGS I INDEX TO DRAWINGS AND NOTES 2 DOOR FRAMING ELEVATION WITH HEAVY MULUON 3 DOOR FRAMING ELEVAT10N WITH STANDARD MULUON 7 FRAMING DErAjLs 5 FRAMING DETAILS 6 FRAMING DETAILS 7 BILL OF MATERIALS 8 DIE DRAWINGS 9 ANCHOR LOCATIONS 10i 50�NCRSUBSMTE L UBSTRATE ANCHOR LOCATIONS 11 1 STEEL STUD SUBSTRATE ANCHOR LOCATIONS 121 WOOD SUBSTRATE ANCHOR LOCATIONS a 1335 W. Cos. Stra.t Tampa. Florida 33600 813-261-9244 s- woa&Dwm�cv� c� on,�ftc- BE-4432 C�fim. d�� ft on 80 0 z > 0 0 7/a/15 M NOTES4 DESIGN PRESSURE = +70/-70 PSF NS261 AND MS381 UNDER SEPARATE APPROVAL. DRY. GLAZE SYSTEMS ARE APPROVED WITH DUPONT SENTRY GLASO INTERLAYERS ONLY 197' INFINfrE FIZAIVE "DTH 70' D.,.. :::1 57 1/2" F 57.1/2' 72' 6 D.L.O. D 1-0. D.O.W. 2 Z lZ2 'A F �0'1' ELEVATION E2 TYPICAL STANDARD MULLION 0 V-4" 2'-B" 9'-4- SCALE: 3/8"=1'-O" GLAZING SCHEDULE GLASS MARK GLASS TYPE MANUFACTURER MAXIMUM MA)dmum I SYMBOL D.L.O. SIZE SQUARE FEEr 25 TEMPERED X .090 SENTRY GLASO X .25 TEMPERED DUPONTO 57 1/2' x 96" I 38.3 I 9/16 OVERALL 1/2- g 0 >� z > low > �d 0 4EWNEER I'a fWDN N�6M6 Q DA Ii— 7A115 To.p.. Florida 33606 813-251-9244 ]J.� F F� go 00 0 0 r. 0 B -4432 OF 12 E 3 OF 12 197' INFINITE FRAME 2 I/r— 70* 5 57 1/2' D.1-0. 0.1-0. 72' D.O.W. 2 1/2-' F21 /I Kci 12 13 D 2 2A 6 4 4 !E 15 6 R) 664 -PORCEUDW >6 N S, DESIGN PRESSURE = +45/-45 PSF NS281 AND MS381 UNDER SEPARATE APPROVAL DRY GLAZE SYSTEMS ARE APPROVED WITH DUPONT SENTRY GLASO INTERLAYERS ONLY. I D I ELEVATION El TYPICAL HEAVY WALL MULLION 0 V-4" 2'-B" 5'-4 6P6w?mmmm.mmmmmmm" SCALE 3/8'=1'-O' GLAZING SCHEDULE GLASS MAW SYMBOL GLASS TYPE MANUFACTURER MAXIMUM D.1-0. SIZE MAXIM SQUARE FEET .25 TEMPERED X 0,0 SENTRY GLA.SG; DUPONTs 57 1/2' x 96' 38.3 X .25 TEMPER 9/16- OVERAL 1/2- '335 W. C-3 8'r-' T=P% Fladd. 33111 111-2151-1 r. 61�231-MW =1= =--a� BE-"32 � 0 Ev—iI�ftiri- z > 0 b 12 I Rii NTERIOR HFAD HORIZONTAL INTERIOR —5 Ile i /L I / -`\ SILL '3A K:K� �—Ia �'2�A HORIZONTAL `Z�� lllmxoa A—W 13 35 W. Case Sle' —STRL,Mft� T..o., F1.11da 33606 813-251-9244 F�M FWBI�211-XUV VM��o- am, S-4 BE-4432 � 0�� N. ,t4 Ro OF 12 T I 1-7"\ DETAIL K�� la V, )Q-7flR0ADWAYDVQNEWNCs PA 1335 W. Case Street Tmpa, Florldo 33606 81�251-92" F. al�m-= BE-4432 'My —�Wm - FRWE ��w VERTICAL W/ STL REINF. DETAIL ��— ll� VERTICAL �- la M519-1 -MY EXTERIOR owy G 11 21- 19f '/4' IIIlIt//" 31 OR WALL JAMB R 0 1 7/8/15 1 WoKillollolm 1 19 p I L— — — J 2 p r \ Tu —7 e p, p Nom, 9 , , 1 9 1 T I'd 10 m r I A 0 M PRODUCT APPROVAL FOR FL500 DRY GLAZE SYSTEM FRAMING DETAILS ArchlicaunIN.dw, - .0 1 m BELL OF MATERULS ITIUmtNO. PM UESCRtPTlON D�ONS M� KANUFACTURER NOTIES I NOT E)OIEIRIOR GI.AZING 0.120 SPACE EPMI VAMES 2 NG15 INTERIOR GLAZING �I(ET 0.120 SPACE EIMM VARIES IA1TSASnw 08" a S115601 JOINT SEALANT TAPE 0.500 X 0.125 X VARIES BUTWIL. SCHNEE-MOREHEAD 4 795 SILICONE- PERIMETER SEALANT FILL SPACE SILICONE DOW CORNING USED AT PERIAETER 5 995 SIUCONE- GLASS TO UETAL_ FILL. SPACE SILICONE DOW CORNING GLASS TO METAL. AND INTERNAL. 6 S313 SETTING BLOCK 0 SILL & HORIZONTAL 0.800 X O.W8 X 4.WO MOM 2 PER UIE. SHORZ HARDNESS MEETS ASTIq 086'l 7 AS18 FASTENER #10 X 1-1/4- FHP STEEL. VARnES a M200-1 WATER DIVERTER 1.= x a-9Q x 0.050 NO -TO ALUMINUM CORAI. INDUSTRIES. INC. AT EACH END OF INTERN. HORIZ, 9 FLINT HEAD OR WAUL 1kNB 2.500 X &ON X 0.094 W63-T6 ALUMINUM CORAL. INDUSTRIM MG. 10 FJ!5D2 SILL. OR HEAD MOO X �980 X OL94 00-76 ALUMINUM CORAI. WDUSIFLES. INC. 11 FI.MKIS . GLASS SID 1.250 X Z021 X 0.078 WW-T6 ALUMINUM CORAL. INDUSTRIES. MG. 12 M. VERTCAL. MULUON ISM X 5.000 X 0.094 6063-T6 AUJUINW CORAI- INDUSTRIES, MG. 13 F1.505 OPM BACK MUU-ION FILLER 0.661 X 4.670 X O.OBO WO-T6 AUJWNW CORAI. INDUSTRIES. WC. 14 FINE INTERMEDAIRSHOWONTAL. 2.500 X 4.M-X O.N4 6063-Ta MONUM CORAL. INDUSTRIES. MC. 15 F1.515 FLAT FILUER AT DOOR JANBS O.Wl X 4.670 X 0.080 SOW-Te ALUMINUM CORAL INDUSTRIES, INC. RUNS FALL LENGTH OF DOOR IANB AT 16 11516 HEAVY VIORTCAL. MULUON 2.50D X 5.000 X 0.213 6063-TO-MMINLIM CONN. INDUSTRIES. INC. 17 FU117 TRANIMM SASH 1.980 X 1.000 X 0.062 606�Tfl ALUMINUIN CORAL. WDUSIRTES. WO. is F1J!iI8 TRANSOM GLASS STOP 0.767 X O.M X 0.062 N63-T6 AUJMW CORAL. INDUSTRIES. WC. 19 11519 SUBSTU. FLASHING Z620 X 5.02 X 0.08,t 606�1`6 AUJMUM Com INDUSTRIES. MG. 20 COOD-1 SETTMO CHAIR 1.155 x Q� x 0.075 W63-M ALUNINUM CORAI. INDUSTRIES. INC. 21 ED519-1 SILL. IIJ4iHING END DAN 2WO X 1.000 X 0.082 W�Ts ALUMINUM CORAL musinuis, INC. M SR504 � REINFORCEMENT 4.M2 X I� X O� MG STEEJ- VARIES STEEL. REINFORCEMENT MR (PRIMED RD OMDE) 0 AS16 FASTENER #14 XI HHSTS STEEL. VARIES T'(P. SPLINE SCRM VERTICALIKORuIONTAL JOINTS 24 AS31 I FASTENER is x JTS �"H STE11 VARIES ATTACHRTO " M AMB FASTENER 010-24 X 31W KH STEEL VARA:!; ATTACH (0 TO Q4 26 DS501 DOOR STOP 1.0011 x 12M x MON 606�113 ALUIANUIA CORA. INDUSTRIES, MC. 27 NO DOOR STOP GASKET 0.070 SPACE EMM VARIES 28 AS39 FASTENER 010 X I-ZI/4- FHP STEEL. VARIES 29 FL507 DOOR HEADER 2.500 X &ODD X 0.094 6063-111 ALUNINUM COM INDUSTRIES. INC. w RRM SETTING 610" FOR INVIER1131) HOWONTAI. 0.809 x O-W Mold VARIES 2 PER LITE 31 M29 HIGH PERFORNANCE SUMM ZWO X 5.249 X O.OM 6063-TB ALUMINUIA OORAL INDUSTRIES. MO. 32 As2i FASTENER 06 X 1/4- PPH TVPE -AB- L MT. STEIEL VAR01 w AS150 FASTENER 1 #14 X 1-1/2� PPH STEEL. VARIES g �! 0 PQ > Oil 7/s/15 1335 W. Cram Str.et Tampa, Florida 33600 813-251-9244 0�0'-qxv e- ama a�FL5OC� C 7 OF 12 BE-4432 7 OF 12 T- L LE a G= 7 -T 2 �,r- -F r T-= T- 5.250" T E E OQ �0.750' ilA 7/a/15 �M V2BROA5WATMAMUNQ PA 1335 W. C... Sft..t Tomp�. Flmida 33606 813-251-9244 FL500 04 BE-443Z 2 70 - D.L.O. 72- D.O.W. 2 197' INFINITE FRAME MOTH c * 57 1/2- DLO ED_ MAX. 2 1 ZFS��L A WALL JAMB Fl/." X .2,,I./,2;TAPCON 1 3/4' .'N. . CONCRETE 4 THRESHOLD (4) Ek 1/4- X 2 1/2- TWI�014 -0 N 0 CONCRETE. WITH 1 3/4- J IN. 0 EMBEDMENT. LOCATIONS AS SUH&WN c 57 lIr D.LO. 'ONCRETESUBSTRATE ANCHOR LOCATIONS 0 1*-4" 2'—B" 5 . —4" SCALE:3/8'-I'—O" PERMETER FASTENERS: 1. TYPICAL INSTALLATION INTO SUBSTRATES A. 2500 PSI CONCRETE B. STEEL, 18 GA. MIN. C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS D. SO. PINE, GRADE NO. 2 OR BETTER 2. FIRST ANCHOR IS 2' FROM EDGE 2 1/2- OF VERTICAL EACH ADDITIONAL FASTENER IS AT REQUIRED MIN. SPACING. 4" SPACING WALL JAMB LOCATE (3) 0 MIDPOINT: 1/4' X 2 1/2' TAPCON TYP. 0 CONCRETE. 3' MIN SPACING WITH 1 3/4- MIN. EMBEDMENT. I /2" TAPCOM W/ 1 3/4- AENT 0 CONCRETE. 0 C(NG > RFORMANCE SUBSILL OVE To S C To To SUSS, L ABOVE TO SUE151RATECL AMBNOCVHEORED TO"ISTUSSILCL '4 0 14 I DE A. aAl .4 u E' z 9-1-aa = 8 1335 W. Vl 14 TamPa, F:Crlda X111 813-251i:2� BE-4432 I . �, � - - 11 2 1/2-- 70 - D.LO. 72 D.O.W. wci 0 OF Z4 F 4 4 4 WALL JAMB '�8-T&X 2 .3/�4-..HH EIOLT W N. STEEL THRESHOLD (4) EA. 1/4�14 X J-1/24* TEK 3 SHP SCREW LOCATIONS As sm&N SEE SHEET 9 OF 12 FOR CONCRETE ATTACHMENT 197" INRNTE FRAVE WIDTH 7 14/4 OLD 60_ 0 2 1/2-- 2 PERIMETER FASTENERS: 1. TYPICAL INSTALLATION INTO SUBSTRATES A. 2500 PSI CONCRETE 0. STEEL. 18 GA. MIN. C. HOT ROLLED STEEL, 1/8' MIN. THICKNESS D. SO. PINE, GRADE NO. 2 OR BETTER 57 1/2' 2. FIRST ANCHOR IS 2" FROM EDGE D.LO. —2 1/2' OF VERTICAL. EACH ADDITIONAL FASTENER IS AT REQUIRED MIN. SPACING. HEAD 3/8�1 6 X 2 3/4- M E�DJT� WITH WASHER AND NUT @ STEEL EEL WALL JAMB LOCATE 0 MIDPOINT: 3/8--16 X 2 3/4- HM BOLT WITH WASHER AND NUT 0 STIOU. �FOR�M STEEL 1 1/2- MIN. SPACING SILL 3/8� 16 X 2 314" HH SOLT WITH WASHER AND NUT 0 STEEL SEE SHEET 9 OF 12 FOR CONCRETE ATTACHMENT HIGH PERFORMANCE SUB STEELSUBSTRATE ANCHORLOCATIONS 0 1*-4' 2'-B' S'-4- --mill SCALE: 3/8"=1'-O" BE ANCHORED TO -14 X 1 1/2" $1) , - (2) THUS 0 2 SIDE OF VERTICAL 1335 W. ca.. Street Twpe. Flarlde 33600 813-261-9244 BE-�32 0 0 9 � OF 12 w z U 0 14 2 1/2-- 70 . D.LO. 72- D.O.W. 2 F .C5 OF 4 WALL JAMB 1/4"-14 X 1 1/2" TEK 3 SCREW 0 STEE THRESHOIJ) C4 - �4 -7 !,� x 1/2 SEE SHEET 9 OF 12 FOR CONCRERE ATTACHMENT 197* INFINITE FRAME WIDTH t P57 1/2- 0 Lo 1--v. 2 1/2� U 57 1/2- D.LO. STEEL STUD SUBSTRATE ANCHOR LOCATIONS 0 1*-4' 2'-8" 5'-4' 6w..Ommm% ses . ses meseeel SCALE: 3/8"=l'-O" PERIMETER FASTENERS: 1. TYPICAL INSTALLATION INTO SUBSTRATES A� 2500 PSI CONCRETE B. STEEI- 18 GA. MIN. C. HOT ROLLED STEEL. 1/8* MIN. THICKNESS D. SO. PINE. GRADE NO. 2 OR BETTER 2. FIRST ANCHOR IS 2" FROM EDGE ,/2. OF VERTICAL. EACH ADOMONAL FASTENER IS AT REQUIRED MIN. SPACING. HEAD 1/4--14 X 1 1/2- TEK 3 SCREW 0 STEEL WALL JAMB LOCATE (3) 9 MIDPOINT: 1/4- X 1 1/2- TEK SCREW TYP. 0 STEEL 1 1/2- MIN SPACING SILL 01/4; 4 X 1 1/2- TEK 3 TEL CFE SHEEr 9 OF 12 FOR ONCRETE ATTACHMENT HIGH PERFORMANCE SUBSILI SAME AS SILL ABOVE TO SUBSTRATE. SILL MUST BE ANCHORED TO SUBSILL WFH T/4�14 X 1 1/2- STAINLESS STEEL PHP - (2) THUS 0 2- AND 4- ON EACH SIDE OF VERTICAL MULUON. 1335 W. Coss Street Tmpa, FI.Ids 33606 813-251-9244 BE-4432 94 0 1 OF 12 2 1/2'— 70 OLO. 72' F D.O.W. A Ilk III CLUS1 OF 4 WALL JAMB #14 X.G! .1/2-��0.013 CREWS TYP. W. I'. S M rl E SEDMZE4NT THRESHOLD (4) EA. 1/4�14 X 1-1/2' TEK 3 FHP SCREW. LOCATIONS AS,; SHOWN SEE SHEET 9 OF 12 FOR CONCRETE ATTACHMENT n PERIMETER FASTENERS: L TYPICAL INSTALLATION INTO SUBSTRATES A. 2500 PSI CONCRETE 197" B. STEEL. 18 GA. MIN, INFINITE FRAME WIDTH C. HOT ROLLED STEEL, 1/8- MIN. THICKNESS D. SO. PINE, GRADE NO. 2 OR BETTER 57 1/2' 57 L 0/*2' 2. FIRST ANCHOR IS 2' FROM EDGE D —2 1/2 OF VERTICAL, EACH ADDITIONAL :D o. FASTENER 15 AT REQUIRED MIN. SPACING. mox., HEAD 2 1/2-- 2 1/2-- #14 X 2 1/2" WOOD SCREWS r� TYP. 0 WOOL) WITH 2" MIN. mIpm'ArMT I �P�w �'.' 2' FRO EDGE OF MULLION AND M ADDITIONAL FASTENER 0 2" MIN. SPACING BETWEEN ANCHORS. WALL JAMB LOCATE (3 EA.) A13OVE AND BELOW MID -POINT. #14 X 2 1/2" WOOD SCREWS TYP. 0 WOOD 2' MIN. EMBEDMENT 2" MIN. SPACING BETWEEN ANCHORS. SJLL SEE SHEET 11 OF 12 FOR STEEL ATICHMENT /CLUSTER 0 OF 41--1- SEE SHEET 9 OF 12 FOR CONCRETE ATTACHMENT HIGH PERFORMANCE SUBSILL SAME AS SILL ABOVE TO SU /141 SILL MUST BE ANCHORED T( �L E TE ?ATII USS SS WITH 1/4--14 X 1 1/2- S-%SN1U D 4 STEEL PHP - (2) THUS 0 WOOD SUBSTRATE ON EACH SIDE OF VERTICAL MU A. ANCHORLOCATIONS 0 V-4' 2'—B" 5'-4" 6P6.Pmm=6 ..... I SCALE: 3/8'=l'—O" 1335 W. Case Street Tmp., Fladda 33600 SIX2511-9244 BE-4432 > c') 0 9 p Florida Building.Code Online Page I of 2 Fk"VkWPAFtTMWT OF! CdTk �-Ru' AS-A-PAftf ekskTotima BUS Home I Log In I User Registration Hot Topics S0mit Surch.M. Stats, & ratcts� I publications contact US i Site Map Unks Searclin dlonda ek PgCFI us �.Ucttkpprovai public User & =9 r Fred= Approyal Menu � Pryclu,zt or ApotIcation Search > Application Lis > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method 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) FL10468-R4 Affirmation 2017 ff—r, I Approved R=vIEWED FOR CODE COMPLIANCE ST �0 1. LUCIE COUNTY BOCC Coral Industries, Inc 3010 Rice Mine Road Tuscaloosa, AL 35406 (205) 345-1013 grant.mcallister@corallnd.com William Smith william.smithsr@coralind.com J.D. Williams 3610 Rice Mine Road Tuscaloosa, AL 35406 (205) 345-1013 Ext 235 jd.williams@coralind.com Jack Reid 1010 19th Avenue East Tuscaloosa, AL 35404 (205) 345-1013 Ext 1706 jack.reld@coratind.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Lewis A. Waldrop PE-21959 Keystone Certifications, Inc. 02/24/2026 Charles H. Moss, P.E. 11 Validation Checklist - Hardcopy Received FL10468 R4 COI Engineer Statement of Independenc Coral Series 281.pd FL10468 R4 C01 Engineer Statement of Independence Coral Series 38I.Dd Standard yqju TAS201 2004 TA5202 2004 TAS203 2004 https://www.floridabuilding.org/Pr/P�_app_dtl.aspx?param=wGEVXQwtDqudsDrIH61485Yif0p... 8/27/2019 I Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Page 2 of 2 21 affirm that there are no changes In the new Florida Building Code -which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONO ON/A FL10468 R4 COC NS281-MS381 10468 Affirmation Letter.odf Product Approval Method Method 1 Option D Date Submitted 11/28/2017 Date Validated 11/28/2017 Date Pending FBC Approval Date Approved 12/04/2017 Summary of Products FL# Model, Number o Name Description 10468.1 MS381 MS381 Medium Stile Hurricane Impact Doors Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10468 R4 11 FL ProductApproval 381.1)d Approved for use outside KVHZ: Yes Verified By: Lewis A. Waldrop PE# 21959 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-80 Evaluation Reports Other: FL10468 R4 AE FL Product Approval Evaluation Report Series 381.1)d Created by Independent Third Party: Yes 10468.2 NS281 NS281 Narrow Stile Hurricane Impact Doors Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL10468 R4 II FL ProductApproval 281.pd Approved for use outside HVHZ: Yes Verified By: Lewis A. Waldrop PE# 21959 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +651-65 Evaluation Reports Other: FLSOO(FL10467.1) or FL550(FL10467.2) Framing FL10468 R4 AE FL Product Approval Evaluation Design Pressure Is Limited to +/-65 PSF with NS281 Doors. Report Series 281,I)d 1 Created by Independent Third Party: Yes [a.�k� FN—..lI Contact The State of Florida Is an AA/E;9O employer Under Honda low, email addresses am public recorls. If you do not want your emall address released in response to a pub[Jc�records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact BSO.487.1395. *Ponsuant to Section 45S.275 (1), Florida Statutes, effecdve October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communhotion with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avaIllable to the publ1c. To determine If you am a licensee under Chapter 455, F.S., please click ji�. Product Approval Accepts: 0 Eq M Credit Card Safe https:llwww.floridabuilding.orglprlpr�_app_dtl.aspx?param=wGEVXQwtDqudsDrIH61485Yif0p... 8/27/2019 PRODUCT APPROVAL DRAWINGS SERIES 381 IMPACT - RESISTANT DOORS WITH MULTIPLE GLAZING INFILLS & HARDWARE INDEX TO DRAWINGS SHEET 1: INDEX TO DRAWINGS AND NOTES SHEET 2: TYPICAL ELEVATIONS FOR SERIES 381 IMPACT DOORS IN FL500 FRAMING WITH A TRANSOM SHEET 3: TYPICAL ELEVA11ONS FOR SERIES 381 IMPACT DOORS IN FL500 FRAMING WITHOUT A TRANSOM SHEET 4-7: DOOR AND FRAMING DErAILS SHEET 8: GLAZING SCHEDULE SHEET 9: BILL OF MATERIALS GENMAL 1,107ES� +IaO SHEET 10: PERIMETER FASTENER LOCATIONS - FL500 DOORFRAME - CONCRETE SUBSTRATE TEST STANDMDS SHEET 11: PERIMETER FASTENER LOCATIONS - FL500 DOORFRAME - STEEL SUBSTRATE AIH-TM202 .U=-TASItO2 SHEET 12.' PERIMETER FASTENER LOCATIONS - FL500 DOORMAME - WOOD SUBSTRATE 201 M-TINS 203 SHEET 13. HARDWARE SCHEDULES DMIGN PRESSURE PSF SHEET 14.- HARDWARE LOCATIONS WATER INFILTWON, NOT TESTED FOR WATER AIR INRLTRATONz 6�4 PSF ALL ALUMINUM EXTRUSIONS BRALL BE ME MOM 6063-T6. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH FLORIDA BUILDING CODE A)DITON 204 INCLUDING HIGH VELOCITY HURRICAN ZONES. MATERIALS. INCLUDING BUT NOT UMnED TO STEEL SCREW, THAT COME IN CONTACT WTTH DISSIMILAR MATERIALS SHALL MEET THE REQUiREMIINT5 OF 2004 FLOMDA BUILDING CODE SECTION 2003.8.4 FL500 AND FL550 FRAMING ME UNDER SEPERATE SUBMISSIONS ABBREVIATIONS, D.L.O. - DAY LIGHT OPENING D.O.H. - DOOR OPENING HEIGHT D.O.W. - DOOR OPENING WIDTH C.O.C. - CONCEALED OVERHEAD CLOSER C.V.R. - CONCEALED VERTICAL ROD TYP. = TYPICAL SAC.- SURFACE APPLIED CLOSER DEFINITIONS: I E CONSTRUCTION-2ND EDM9-M 1. SIDE LIGHTP LMMEED AARRERAHONIFUIXED&GLAS5 ALONG51UL A DOOR 2. TRANSOM FRAME - A DOORFRAME WITH A TRANSOM 13AR AND GLASS ABOVE THE DOOR Lewis A. Waldrop, P.E. P. 0. Box 620 Alto, GA 30510 706-778-3784 Lewis JL Waldrop, PX- a& p.F- #21959 Ait z F. 0 om� - INRNM JIL I 86 1/2- W. M�cq SWING a4' t 1/2� 82�-O-W- W. D'�D. 1 4 149' Opp. l�m "o, 'Ile la7v/ 32 5/16- MLO 6D' MUWQK ��ING 57 2 1/2* 1/2. . 1�t D11 -- - - - - - — - 41 MOON �m DME M30L D� 107' 47" 44 1/2- (1 60* U�GN SP=NG[ � MWON SP=NG 57 1/2- 2 1/2- 0�0. 2 1/2-- .2 1/2 D.LO. — — — — — — — — — — — — — — — r — — — — — — -bPfbX— tog T.2 g4 ii — — — — — — — — - 41 IF --------- 11 OPP. ===zz EW I I =zz== @ -0, !L — — — — — — — — - 4 1 32 5/16- D.LO. DKIONAL — — — — — — — EEH�E-WTEH�E-K�D CK 11ZN LH. 01 TYPICAL ELEVATIONS FOR SERIES 381 IMPACT DOORS INSTALLED IN FL500 FRAMING WITH TRANSOM - (SEE SHEET 13 FOR HARDWARE OPTIONS) Lawls A. Waldrop. F.E. FLA. F.E. #21959 DESIGN PRESSURE +70/-80 PSF. Lewls A. Waldrop, F-9- P. 0. Box 620 NOTES: Alto, GA 30510 14' 1. SEE SHEETS 10-12 FOR DOOR FRAME PERIMETER FASTENER LOCATIONS. 70&7784784 2. DOOR GLASS SIZE= D.L.O. + 1-1/2". 3. SEE FL500 PRODUCT APPROVALS FOR OTHER FRAME AND GLAZING OPTIONS. 4. DOOR GLASS STOPS DG501 AND DG502 MAY BE REVERSED. 0 V-4' 2'—B" 5--4- 5. THESE DOORS WERE NOT TESTED FOR WATER INFILTRATION. 6 32 5/16- D.LD. 0 0 COUNTY INFINITE 149' INRNIVE 107' 47' W. as 1/2- 44 1/2- So- 42- MULUON SMING mm. MULLION S ML MUUION SPACIN( -uWON S D.O.W. 84w 57 1/2- 41' W 1/2- —2 1/2- D.LO.. 2 1/2- mxc D.O.W. O.LO. 2 1/2-- F1/2- 2 1/2-- T- 110 �c Opp INTERW I OPP. Ij OR Z== -sTNDOL DENOTES MEL RONfTIRMIMENT I ' I ME1 REINFORCEmENT AS DETXLEO OUNLED WALL EINF. NOT REO'D.) 41 32 5/16' m 5/16 D.LO. L R OPTIONAL O.LO. m m m z — — — — — — — — — — — 0 LH. OPP. LH. SHOWN OPP. 11 TYPICAL ELEVATIONS FOR SERIES 381 BIPACT DOORS >0� 0 00.. 0 a INSTALLED IN FL500 FRANUNG WITHOUT TRANSOM n (SEE SHEET 13 FOR HARDWARE OPTIONS) Lewis A. Waldrop, P.E. flo FLkP.F-#2i959 Lvjvls A. Waldrop. P.E. DESIGN PRESSURE +70/ P. 0. Box 620 NOTES: Alto, GA 30510 1. SEE SHEETS 10-12 FOR DOOR FRAME PERIMETER FASTENER LOCATIONS. 706-778-3784 Y.,/z or 2. DOOR GLASS SIZE= D.L.O. + 1-1/2". 3. SEE FL500 PRODUCT APPROVALS FOR OTHER FRAME AND GLAZING OPTIONS. 0 1'-4" 2'-8. W-4. DRAWINGS FOR 4. DOOR GLASS STOPS DG501 AND DG502 MAY BE REVERSED. rDADE COUNTY 381 03 5. THESE DOORS WERE NOT TESTED FOR WATER INFILTRATION. T)Pnt`RT� APPRnVAT �A nP 14 It It — — — JL it -- 5L 3 TOP RAIL WrfH C 0 @TRANSOM BAR C FOR OFFSET ARM _j �j rc-, TRANSOM HEAD 16 1 1 1 1 0 1. 2- 15 6- - i E Lewlp A. Waldrop, P.E. FLA. P.E. #21959 it 26 7 25 T, 26 & 29 18 27 > 0 3 1 15 16 21 17 ALTERNATE DETAJL WITH DOOR GLASS k F- STOPS REVERSED 22 27 CI 2 u cz P4 0 0 4 — ROTTOM RAIL 0 THRESHOLD 40 i/ad k 1�m F� 0 9 TOP RAIL 0 TRANSOM BAR FOR SA.C. MM � SM IS 3/4' U�S � H� W -16� IGS FOR DR, FLO J1 [FD Lop 381 1 ok sIg, sp� is Ile mrss SEE= PRODUCT APPROVAL PROM "4 OF �14 NARES) wEvtm� r Sm 1 912 J5L -V I lmtmm� Hill lilt S TOP RAII 0 DOORFRAME lilt HEADER FOR S.A.C. 14 11 SIR Wp L2 id I It 7 - 101 RANSOM HEADER WITH C.O�C MR OFFSET ARM 8 0 1. 2- 4- 6 ADA BOTTOM RAIL 61"Im > 0 0 0 0 THRESHOLD SCALE: 6" V-0' Im 0 m U Lewis A- Waldrop, P.E. 0 H 0 Ad RA. P.E. #21959 0 0 26 &@ Lewis A. Waldrop, IRS q W �w �M MD P. 0. BoX 620 Alto, GA 30510 706-778-3784 PENNGS FOR Al 03 DADE COUNTY LLA �5 OF 14 r.z A I VI F IpRoDucrAPPRovAL 3 3/4' - - - - - - - - - - - - - - IPMel LOCK STILE I FOR SINGLE DOORI ------------- - — — — — 37 — — — 4 Me 24 Lewis A. Waldrop. P.E. 11 P. 0. Box 620 0 1' 2- 4 0 FF- Alto, GA 30510 TCZ76- !*�Om 706-77"784 O� 6i .fff—�— ILL 0 Lewis A. Waldrop, P.F- FLA. F.E. #2195D 0 valor 38 I L 91 2 1/2'--�- 11 - TRANSOM JAMR WALL TYPICAI TOP RAIL CORNER CONSTRUCTION NOTE: DOOR CORNERS ARE NOT WELED -iwi 11 ---- ------ 19 - TRANSOM JAMB 0 SIDE LIGHT 0 1. 2- 4- SCALE.6" = V-0" .C-m TYPICAL 130TTOM RAIL CORNER CONSTMICTION Lowls A. Waldrop, PS P.O.Box620 eOR Alto, GA 30510 706-778-3784 Lawls A- Waldrop, P.E. FLA. RE. 021959 COUNTY JCT APPR 0 0 0 0 38 7 C GLAZING SCHEDULE GLAZING J-MIIL�OP RA�IL I TYPICAL DOOR GLASS SIZE DLO + �1-1 L J L L L I MAXIMUM DESIGN PRESSURE +7--65 �PSF ------ OPTIONS AND LIMITATIONS MAXIMUM MAX. 0 M(IMNCH T— GLASS MANUFACTURER D MAX LO SQUARE INCHM). %Oj L MARK GLASS TYPE (11MUM NCHIES) FEET PAIR SINGLE SYMBOL 1/4" H-S. - .090 SAFLEX PVB SOLUTLA iNTERLAYER - 1/4" H.S. VARIES 32 5/16 X 81 11/16 18.3 B4 X 95 42 X 96 8 2 0 0 ON N.O.A. 03-0105.02 R Q 1/4" H.S. - .120 TYPE 'S' UVEKOL INTERLAYER 1/4" H.S. CORAL INDUSTRIES, INC. 32 5/16 X 51 11/16 18.3 9 N.O.A. 03-1117.05 > Lewis A. Waldrop, P-15. FLA. P.E. #21959 Iz 'Q C4 Lowls A. Waldrop, RE P. 0. Box 620 Alto, GA 30510 71li-778-3784 0 1 2 4 DRAWINGS FOR 1 DADIECOUNTY D rPRODUCT 381 03 GI AZING DETAIL BOTTOM RAIL SCALE: 6"=I'-O" or APPROVAL �B OF 14 BILL OF MATERLUS rrEm No, I 2 3 4 5 5 7 P/N SP380 SP450 C3102 CBIOB C131 0S CS501-1 D102 MCRIPTION �EL MCK-Ue FLATE/FLUSH SOLT GUIDE TFEJ BACK-UP PUTE MR HINGE ATTACHMENT OOR- CORNER BLOCK OOR- CORNER BLOCK OOR- CORNER BLOCK JAGS STOP CLIP fiQR PAH DIMENSIONIS 1.475 X 3.282X 3.062 X 0.180 2,130 X 1,540 X 0,250 21M X 1.540 X 0.250 2,130 X 1.540 X 0.250 0,178 X 0,769 X 0,068 4.000 X 1.710 X 0,120 I 1 C IN 063-T6 ALU UM 063- U I Um 063-16 U UM INDUSTRIES, INC. INDUSTRIES. INC. INDUSTRIES. INC� INDUSTRIES INC. _ - JffTOP & BOTTOM (12) �UT 2.032 LONG -U-r 5.553 LONG 'UT 7.513 LONG JSED WITH 651 a 9 in InIng 11 ImIn 19 ,A 14 is T6 17 1A 19 20 21 22 23 24 25 26 28 29 Ojos DIOB mil ni 12 g12 -1 n, G502 F1 r13 all P100 95 Gi ISIOO fP106 si 5�j 1;�' 1AS13 4 IAS41 OOR- ADJUSTABLE ASTRAGAL OOR- STANDARD BOTTOM RAII, [DOOR- ADA ROTTOM PAIL IDOOR -HING IDODR- III C NO L IMOR- A M=Ng nt� �rNM SPACER OOR-�GLASS STOP- ATTACHED DOOR- GLASS STOP -SNAP -IN WERIOR GwwG GASKET I EGAO _R CTS� �/EDOE BLOCK FOR _ML ADJUSTABLE ASTRACAL SPRING A INTERNAL LGM (W_ L 0 i'650 SJOO� WE Do R 1E I MAIRD FIR DOOR SWEEP S'O' DOOR SWEEP LF M WEATHERING 0 AW STAB� ASTRAGAL rASTIZNFP CAP ROLT FASTIMINER SQUARE NUT 16/d- 0.331 X 1.562 X 0.062 7.50D X 1.710 X 0.120 9�500 X 1.710 X 0.120 3,750 X 1.750 X 0.120 3,750 X 1,750 X 0,120 3614 X 1.750 0 0 4406 1.455 0.090 1,000 X 0,539 X 0,100 0,876 X 0.539 X 0,065 0.188 SPACE 0.201 X 0.288 0.319 X 0.523 X 4.000' 1.055 X 0.485 X 0.055 "L S E - 14 X 0.120 0 60 X 0 ' 20 0 60 1 812 X 0,302 X 0,125 0 8 302 0 1 5 VARABLE SPACE ARMBLE SPACE X 3/4 / WP -1 '�NPHWH '? 1 6 X 3 HWH a _I 5F 3 3/' - # POH S #8 X 3/4- POH S.D. _STFFI_ 1 .475 X 1.475 X 0.180 1 n 1�1 n.. , 1 ), , " - 6 Al 11 .0 INUM 6063-T6 ALUMINUM 6063-T6 AWMINUM 6063-T6 ALUMINUM 60M-T6 �UMIN M 6063 -M AI_UMINUM 6063-T6 ALUMINUM EPDM SPOM FROM 5- STEn SIUCONE SOFT 6706W3,= '; _�6 UMTIUM STEEL STEEL INDUSTRIES. INC. INDUSTRIES, INC. ORAL INDUSTRIES, INC. ORAL INDIJSTRIES. INC. ORAL INDUSTRIES, INC. ORAL INDUSTRIES. INC. ORAL INDUSTRIES. INC. ORW_ INDUSTRIES. INC, ARIES ARIES f�L INDUSTRIES. INC. 0 Co RMUIN.G G. IES. 1 jaO RAL INDUSTRIES, INC. VAR ES AR VARIM AL INDUSTRIES, INC. IVARIES CUT 12" LONG S ED �Gfl INTERIOR CUT TO D.O.W. (LESS CLEKRANM) CUT TO D.O.W. (ILESS CI�AJRANCLJ DOU31.E ROW- FU� LENGTH OFM I 4d a S 8 9 > 0 Low!$ A. Waldrop, P E. FLA. P.F- 421959 CQ 0 Lowl'S dro F_ Ptlal'l 62pi p Alto, GA 30510 70s-77&3784 OR rDZRKW1NGS FO DADECOUNTY 1PRODUCT APPROVAL 1_03 �9 OF 14 PERIMETER FASTENER LOCATIONS PERIMETER FASTENER LOCATIONS TYP. INSTALLATION INTO: 2.5UO uQmATE DOOR ANCHOR LOCATIONS FOR 'LETTER' DIM. Ipp, FRIT5 W MIN. OPENING EDMENT WITH RLLER PLATE FULL TYPICAL INSTALLATION INTO: HEIGHT *9 13, C. -D- I V 1 7- OF MULLION X 2-1/2- UNI 2- MIN. 84' 45- 51' 76* MMENT CONCRETE SUBSTRATE MIN. 2,500 P.S.I. '691 82-�] 89* 1 95* 0 11/4.- X 2-1/2- PM TAPOON. 1-3/4- 96' 45" 1 51* 88' 94' lng' EMBEDMENT 21 1/2' 21 1/2- 21 1/2- 21 1,2 6- MN. VACING 0 318-0 TMCDN 2'1 3- M SPACING 0 1/4-0 WCON 0 =======Tl P= 'DEOS/IGN80 T-Iff 11 7 IN NOTES, NOT REQUIRED AT THRESHOLD. STRUCTURAL FASTENERS LEGEND 51 ONE F.. S� RDN�W / /ie)m M DUM= 01, 4 Lewis A. Waldrop Ap iLq FLA. PLE. 921959 3.(Tfp) 4. �! 1. Be MJIX D.O.W. MOX MO.W. 2-1 7,10 T—W \g 1 11 Iff To 0 0 0 kc )IS Du� pq 2 10 , 'a 0 0 616 4( 3-cm) DRAWWGS FOR 42' DADECOUNTY 38103 L D.., t4 JOB. D.O.W. PRODUCT APPROVAL �90 OF 14 PERDIETER FASTENER LOCATIONS TYPICAL INSTALLATION INTO: 1/4" MIN. THICK STEEL SUBSTRATE P L 84' W. D.O.W 2 1/2Z-1 71 Tm 84' NA)I. D.O.W. �IMDMORS �RIDNF`Diic�jl AS DETAILED AS Dun= PERIMETER FASTENER LOWONS DOOR OPENING ANCHOR LOCATIONS FOR 'LETTER' DIM. HEIGHT 'e a, I 'a. E. -F. 84' 45- 51- 76. Fe 96, 45' 51' 88* 1 94' 1 100" 1 106' 1 21 2 04' �. O.O.W. TYP. INSTALLATION INIO: STFFI SI!,' E 75 x J Hw KWH ME 'F' TCS L PI ATE , LENm or Fy m ULLION W-16 X 1 1/2- HWH TYPE -r TCS 2 X 1 1/2- PFH 13 TEK 2" IAN SPACING DE IGN S I=E I I I I I I I I I I I I I I"I lit , 7 80 O/_ NOTES, STRUCTURAL FASTENERS NOT REQUIRED AT THRESHOLD. LEGEND INEIt�R�� _�:I,J'IEACH Lewis A. Waldrop, P.E. FLA. PLF- #21959 0 4r ).0 M. D.G.W. COUNTY JCT APPR 0 200 DO 0 0 TYPICAL INSTALLATION INTO: MIN. #2 SYP WOOD SUBSTRATE - T11ICKNESS DETERMINED BY MIN. EMBEDMENT REQ'D T-1 r 84' MAJ(. O.O.W. 2 1/2z-j�- 2' MAX. D.O.W. mq� mom,, I I -� Rmp 0019� I I vusaL � �Ixmm As PERIMErER FASTENER LOCATIONS DOOR OPENING! ANCHOR LOCATIONS FOR IMER" DIM. HEIGHT *9 "B" I *C '0' 'H- w 43- 1 51- 78- 1 SO- 82- i3- --T6� _45- 45* 48' 1 51" —" I 9Z- 94- 1 100w I 2 1/2�� 2" 10 84- D.O.W. TYP. INSTALLATION INIO: Wnnn qf IRqTPATF 8 LAG BOLT WITH nU.ER PLATE LL LE4GTH, 3- MIN. EMBEDMENr_ 14 X 2-1/2- WOOD SCREW mv� DWANCE 1 1/2- - MIN�NSPAGN41S 2' lOol MlCTIJRE I, . ZDES N j=E'SMSU)MR 7'GO/-801 NOTES, A = STRUCTURAL FASTENERS NOT REQUIRED AT THRESHOLD. LEGEND - OWEUNE R�ESENIS FA!iTENER Lew!sA.Waldro P.E. FLA. P.E. #21959 goo 04 04% 19 tD 0 IDPAWINGSFOR DADECOUNTY [PRODUCT APPROVAL HARDWARE SCHEDULES -F---T- Lewis A. Waldrop, P.E. P. 0. Box 62D Alto, GA 30510 706-778-3784 11 DADE COUNTYPRODUCT APPROVAL DOOR MARK DOOR: If TW ICAL ELEV. TYPCAL IMPACT X I DOOR SIZE T-0 X W-W PAIR !DOOR HINGING EOCKING DEVICE ]MANUFACTURER NOTES: BOORTYPE B.H. DHO72 X VARIES 3 POINT LOCK S1 x EXIT DEVICES: SERIES NOTES: HARDWARE DESCRIPTION PART NUMBER CITY Ty�RM-4GEU MANUFACTURER HINGE 4 1/2"X4' OH109 6 MM -BU7r PULL HANDLE PHI-10 1 ICUKAL_ ZIP 2 mil if PUSH BAR PBI-39 1 CORAL CYLINDER (ACTIVE) DHO78 I VARIES THUMB TURN (ACTIVE) OPTIONAL OH079 I VARIES LOCK (ACTIVE) jumuzz( T—L—OCK)—i VARIES FLUSH BOLT (INACTIVE)TOPIBTM 84" DOOR 1 VARIES FLUSH BOLT (INACTIVE P ONLY 9U' DOORIDHI76-96 1 VARIES DOOR BOTTOM SWEEP IWS142 Z CORAL NOTES: S.A.C. OR C.O.C. IS OPTIONAL 12 I C) L) 0 �8 DADE COUNTY PRODUCT APPROVAL DOORMARK DO0R:#TyPr—AL I ELEV: TYPICAL IMPACT x DOOR SIZE IT-0 ' PAIR DOOR HINGING LOCKING DEVICE IMANUFACTURER NOTES: BOOR TYPE B.H. �ERIES 381 EXIT DEVICES: SERIES NOTES: JACKSON x 2086 CVR PANIT-- HARDWARE DESCRIPTION PART NUMBER AASSY CITY —2 MANUFACTURER W1 0 JACKSON Lawisk Waldrop, F.E. FLA. P.E. #21959 BUTT HINGE 4 11T X4" DH109 6 HAGER PULL HANDLE PH401 2 CORAL CYLINDER (ACTIVE) DHO78 I CORAL PANIC STOP DP200-2 I CORAL THRESHOLD TH4 1 CORAL 55OR BOTTOM SWEEP IW5142 2 ]CORAL NOTES: OR C.O.C. IS OPTIONAL .S.A.C. r j ]DRAWINGS FOR rDAD7ECO1J'NTY' 0 UCT PRODUCT APPROVAL 381 03 -"13 OF 14 STANDARD HARDWARE LOCATIONS FOR SERIES 381 OFFSET HUNG HURRICANE HAPACT-RESISTANT DOORS WITH JACKSON 2086 EXIT DEVICE & (DH072) 3-POINT LOCK (ACTIVE) AND (DHI76) FLUSH BOLTS (INACTIVE) 1-1/2" PAIR BUTT HINGES WITH 1-1/2" PAIR BUTT HINGE S MTERMEDIATE 4. HINGEL0=0W T- F D[XW D.O. Mon T-- Be 45-11/3 gs' 51-11/32' 0 A 1., BUTF HIN E DErAJL -T Be �19 D.O.W. 01� e HOW LOCATIONS FOR )OF P/N DFSCRIPTION DIM "FW jPAN1jCDOORS iS DDA'Y' DWW IP TOP OH176-96 TOP MUSH SOLT (FOR 96- DOOR HOT.) 22' nmm OFPAN1C OFPUM ACKSON 37 7/8- 38 5/32- 42 118" ATTACHMENT LOCATIONS MP RUSH SOLT (MR W DOOR HOT) 10" DO FOR DS202-1 DOOR STOP AT HEADER DH176 B(MDU RUSH BOLT (FOR Be/ 96- 10' (84" OR 96" DOOR HEIGHT) DOOR HOT.) GO z 10'�. 10'r IDT110, 0 Lewis A. Waldrop, F.E. 04 0 W P. 0. Box 620 0 -T 4� Alto, GA 30510 m 706-778-3784 Law]$ A. Waldrop, P.E. DO U P—: c- A& P.E. #21959 b ATTACHMENT LOCATIONS ATTACHIVIENT LOCATIONS FOR DS500-1 DOORSTOP DRAWINGS FOR 381 03 FOR CS501-1 GLASS STOP CLIP (84" OR 9611 D.O.H.) DADECOUNTY —94 OF 14 (841- OR 9611 D.O.H.) APPROVAL