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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS 8-23-187/31/2018 Florida Building Code Online Rh .:v-r1h.�.4ari: o � 9 Home i. Log In j User Registration ( Hot Topics Submit Surcharge j Stats & Facts j Publications Contact Us ; BCIS Site Map ; Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Ap_Plication List > Application Detail FL # FL15919-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Lag Design of Florida 3850 Byron Drive Unit #1 Riveria Beach, FL 33404 (561) 841-8590 paul@floridaimpactdoors.com Paul Brous paul@floridaimpactdoors.com . `, � r " i e AUG 3 :'ermittirig Department St. Lucie County, FL Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 iQuality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/16/2022 Validated By Troy Bishop, P.E. ' Validation Checklist - Hardcopy Received Certificate of Independence FL15919 R2 COI Indep pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code ing.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHHgwXiPDO%2fj8rB9c3uvHbwJ7OXiMcTjQrw%3d%3d 1/2 7/31/2018 11 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Summary of Products FL # 1 Model, Number or Name Description 15919.1 StormLine Wood Entry Doors StormLine Wood Entry Doors Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15919 R2 II Dwg_pddf. Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: +65/-65 Evaluation Reports Other: FL15919 R2 AE Eval.pdf Created by Independent Third Party: Yes 9c4c fJeut Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyjj 2007-2013 State of Florida.:: vary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WEtM Credit Card Safe https://www. 2/2 37 DO m 1oc FIXED LITE STYLE 32 (6) 012 SCREWS @ 3% 8- & 9- LARGE M EACH SIDE- 6 SCREWS TOTAL 23 IN STRIKE PLATE 148 1 /4" (2) #12 SCREWS 36" 74 5/8" 36" y 12" 0/CO/C. rI il WOOD MULLION 40 -I -I ASTRAGAL 2 � I 12 4 M O G1 G1 / r ® Q RPIEE / s v7 \ D O JE \ \ 0" MAX DLO X X LINE WOOD ENTRY DOORS Et IMPACT RESISTANT —MISSILE -LEVEL" 32 (6) #12 SCREWS Q 3-.6- & 9- 23 IN STRIKE PLATE EACH SIDE- 8 SCREWS TOTAL (2) #12 SCREWS 112 3/4" 1 12" 6" 40 ASTRAGAL 2 32 WOOD MULLION, 4 TYP I I flhlll I I I I I r -LID I 1 1 1 1 1 1 1 1 1 1 1 1 1 39 12 �2 FIXED SIDE LITE 3 6" qT 4 4 W4 FUCED SIDE LATE MULLION 31 IN STRIKE PLATE FIXED SIDE LITE 31 IN STRIKE PLATE 367 98' NOTE: 31 (2) Yi 0 TAPCONS (2)1/4' O TAPCONS (2)114' 0 TAPCONS SIDELITE ANCHORAGE EACH SIDE 31 (2)Yi O TAPCONS EACH SIDE SEE DETAIL'A' SHT 3 TYPICAL FOR ALLHINGE FASTENING I 37 3/4" FAME M.O. .0 36" TYI DOOR LEAF 1 i0 Fil/10C L 6BOTAADO, PE t �ii99!f34j/j, 37 3/4" : NO E0046549�- RAME M.O. — 36' - OOR LEAFEO a,((/� 12° Cyty n4!n 0/C_�� G1 u °`m t r3gg W ® oN 9�` y G3 \ 1015 b W O. - O 0 \ 00 1 ° O ono 4 X 6" JNJ LL LL LL.a�Q��J z¢ 8� W 12" $ O/C0...- TYPICAL Lu p 2 TYPICAL SINGLE LEAF DOORS c GENERAL NOTES: TYPICAL TYPICAL MULTIPLE UNIT CONFIGURATIONS NOTE: FOR FIXED DOOR UNITS. (NON -OPERABLE) ANCHOR DOOR LEAFS TO FRAME AS PER SIDEUTE I 1. THIS SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE DOOR PANEL GLAZING INSTALLATION SIXTH EDITION (2 / 20 PER a. / 202 / i i i p 9 i Q F L 15919. 1- R2 I FOR USE WITHIN AND OUTSIDE THE HIGH VELOC[N HURRICANE ZONE (MVMZ). AS QUALIFIED IN TEST REPORT USE WI D O f0210-0508-01 BY HURRICANE TEST LABORATORY, INC C 1 7/1E LAMINATED 3/16'/3/16' ANNEALED Yf• Jr . c 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION WITH .090 SOLUTIA SAFLEX / KEEP SAFE GLAZED WITH 1/85L518' BEAD OF DOW 995 MAX. ALLOWABLE WIND PRESSURE FOR IMPACT DOORS ' FACTOR Cd61.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE EACH SIDE. WHERE THE WATER REQUIREMENTS FOR RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE pp S 6 PERMITTING CONTRACTOR. 4. WOOD BUCKS (BY OTHERS SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE & BUCK (\'2 O 7/16' LAMINATED'SAF-GLASS' 3/16•/3116'ANNEALED 'HIGH VELOCITY HURRICANE ZONES' ARE NEEDED 6 q ' FASTENERS MAY NOT IXCE� 16" O.C. SPACING AROUND OPENINGS, ALL JAMB TO BUCK FASTENERS MUST PENETRATE THE WITH 0.0T0' POLYCARB BY SECURITY IMPT. GLASS REDUCED HARDWARE DOOR ni 2 BUIX A MINIMUM OF 1 1/4•. ALL WOOD SUBSTRATES TO BE No. 2 SOUTHERN YELLOW PINE (S.G.m 0.55 MIN.) IN DRY CONDITIONS OR BETTER. GLAZED WITH 1/8' x 5/B' BEAD OF GE 2801 SCHLAGE CYLINDRICAL LOCK & + 55 55 n S. GLAZING ILLUSTRATED HEREIN UTILIZES WEKOL S LAMINATED GLASS INTERLAYER BY ALLNEX USA, INC. (NOA EACH SIDE SURFACE BOLTS TOP &BOTTOM @ psf - psf SS #15-0603.09)LOR GLASS; SAF-GLAS POLYCARBONATE GLASS LNTERLAYER BY SAF-GLAS, LLC INCA #13-1105.10); SAFLIX CLEAR AND 6. THE SYSTEM DETAILEDINTERLA�HEREIN R BY ENERICICAL DODOES NMPANY OT PROVIDENOA S INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT G3 0 7/I H.010 NATED 3l16'/3H6'ANNEALED WITH A100'UVEKOLINTERLAYER BY SMITH MOUNTAIN STANDARD HARDWARE DOOR G-U CREMONA5 POINT LOCK +55 psf -65 psf SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE E CONJUNCTION WITH THISMAT RIALS O P 7. THE CONTRACTOR IS RESPONSIBLE TO LSOLATE MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. OF THIS SPECIFICATION BY GLAZED WITH 1/8' x 518' BEAD OF DOW 995 B. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE LEGAL FEES & EACH SIDE WHERE THE WATER REQUIREMENTS FOR? CONTRACTOR, et al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING APPELLATE FEES RESULTING FROM MATERIAL FABRICATION SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT 'HIGH VELOCITY HURRICANE ZONES' ARE NOT NEEDED LLOIFWI1�ExGMEEUxa Qom° WMICN IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODFSL & FROM DEVIATIONS OF THIS PLAN. 9. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. RP 1 LARGE MISSILE IMPACT RAISED WOOD PANEL, MAHOGANY STANDARD HARDWARE DOOR 17-5419 I 10. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 11. PRODUCTSHALL L LABELED WITH A MINIMUM OF ONE LABEL PER SYSTEM CONTAINING THE FOLLOWING: DESIGN OF FLORIPERMANENTLY GLAZING: LARGE MISSILE IMPACT RESISTANT GLASS DOOR PANEL MAX DLO 25 12' x 81 518' SIDE LATE MAX DLO 30' x 81 518' G-U CREMONA 5 POINT LOCK + 65 psf - 65 psf P sGLLI SEED REDUCED HARDWARE DOOR 3850 BRYON DR. 1 & 2 RIVIERA BEACH, FL 33404 SCHLAGE CYLINDRICAL LOCK & + 55 psf - 55 psf fj DOOR PANEL MAY BE RAISED WOOD PANEL ATASPPROV12021ZF ORIDA BUILDING COMMISSION FLORIDA PRODUCT APPROVAL NUMBER OR GLAZED OR COMBINATIONS SURFACE BOLTS @ TOP & BOTTOM STRIKE PLATE EE 2 \ - — 10 5 4 N1 0 4 4 1 4 M 9 4 ©a OR IIOR ml OR OR t II OR OR OR RP1 5 RP1 3 MULTI POI NT LOCKING HARD TYPICAL 4 © \ \ o I O INACTIVE PANEL I ACTIVE PANEL 3'-0" DOOR < 25 1/2" MAX. DLO I \ In \ — II — \ I I ® STANDARD HA DWARE El / I OR 2B REDUCED WAF E v \ 01 I I II I 12 GAL `v 4 v 4 4 v z J J a 'v Of \ j o o � i HINGE 4 `v OI N 0 9 I iD M 4 `* 6" MAX I I 11 2"MAX a OB 4,. TYP to STRIKE PLATE W/ SEE DETAIL 2 3 5 (2)1/4.0 TAPCONS 31 6 FLUSH BOLT 2A OR 2B NT LOCKING(HARDWARE ELEVATION OF OUTSWING WOOD DOORS DOOR ASSEMBLY DETAILS (UNIT SHOWN FROM EXTERIOR) SCALE: V4" -1'-0' 74 1/2" OVERALL UNIT 4M L. W.., RE `�t�n •O0q�19,, 5 — SEE DETAIL _4 STRIKE PLATE NO F =004 10 I I qx J s T®OF b SEE DETAILS a \ / IW UOLLEB Z >uw $ 1 �4 3 4" 5 Za<�Oo %( aymG2� 4 RP1 I I \ 4 WW �3LuE Z� G3 tl1 �xw II a W . 2 Op W 4 SEE DET IL MULTI POINT A LOCKING HARDWARE 6VSIM. TYPICAL II 36" DOOR "� Q a N n EEN 25 1/2" MAX. DLO 4 1O JJ o / LL ti W O 2A STANDARD HARDW Q o ti o tn 4 3 OR z}m^ooc 2B REDUCED HARDWA tE \ (Dm a 3 a W °d m 9 I I 1/\ 9 2 N W .. 0�9 I \ 4 0 m 4 < II g �toB a rn rl 6" MAX 12"MAX 108 4" 2-POINT THROW ROD 4" SEE DETAIL 2 g6� S O ONINACTIVELEAF 31 6 yg TYP STRIKEPLATEW/ �] N i (2) JAMB FASTENERS THRU HINGE 5 (2)1/4.0 TAPCONS 31 PI ggg (1)THRU FRAME 27 28 BE11 I SEE DETAILA' 'SHT 3 m TYPICAL FOR ALL HINGES 29 32 I g mVIWGME 4WHN�O fJtY+@EY15� ELEVATION OF OUTSWING ARCHED TOP DOORS 17-5419 DOOR ASSEMBLY DETAILS ISCOUM BEEDnq (UNIT $HOWN FROM EXTERIOR) °�� SCALE 314' a 1'4r L.� I DOOR STILE 5/8" GLASS BITE 16 FACE OF DOOR INTERIOR 11 (STOP) STOP 17 (4d FINISH NAIL) TYPICAL NI G1 G2 OR G3 C 9 OR 32 10 EXTERIOR 16 DOW OR GE SEALANTSEE (#12x Y SCREWS) 28 GLASS SCHEDULE SHTI SEALANr i/W x ST BEAD (#12 x 1-V2' SCREws) 27 EACH SIDE OF GLASS GLASS DETAIL FOR IMPACT DOORS ( 7/16" LAMINATED GLASS ) 9/16" EXTERIOR INTERIOR WOOD PANEL DETAIL R SCALE: NTS (012 x 1 Irr SCREWS) 1n w (Y a 29 (#12x t•SCREWS) DETAIL "A". (TYPICAL AT ALL HINGES) VARIFC FAAW L 6@INMW, P.E \\\``111111 P�j9W65�9 . \ ` 6 Qg •— �k2 _ _ No PEO 6549 Off'. STATE '•F�ORI PZ.'" \Z V s INLL • o .= Uu 19a �Q�a�g1 APPLIED MUNTIN L Z �N9 LU w�W ~ U1Ki Z. ow W Q PlT ORSIM. 1-1 C DECORATIVE SURFACE OJ N 8 N E APPIED MUNTINS LL o SCALE: NTS LL' 2 m 0zm.; zo 5 0 Roo m ; cl $ M uj v Z Z a�9 4 17-5419 SCAM SEE MAILS 09 z 4� © B 1 314' MIN. EMBED m x .-i m X 0 X Z 71 m 0 M V G) m1� m Im D F. m W N 1 IMMIN. m m O fy a � Z 1,2 m 6b1 x z .n m mi 0 0 0 0 A m m r1r i A m m N O 3� A 4 P 3 en Z p?. a 03 a I e° Z G bin m=0 9m9a N m 111111111/�� 1' MIN. EDGE .......... ,. R11N. GJ ; ' �C4: DISTANCE P.T. . Z 0 1•. LAG DESIGN OF FLORIDA 3850 BRYON DR. 1& 2EXPRE$�=� RMERA BEACH, FL (561) 841-8590 SiORMLINE WOOD ENTRY DOORS ENGINE- I, � r0RP0RATE 0FF;? 160 SW 12th "E, SU 106 DEERFIELD BEACH, FL3•• P: (9H735Vm6o P�ssg3st•ok%�,- c E. % a K'' �t __ • _ m. ,ml m FLORIDA APPROVAL FL If15919.1 ENGINEERINGE7fRESS .CDM�� IR 1111 FLORIDA BUILDING CODE SD(TH EDITION (2017) CBrrOFAUTH •98W STAGGERED 1 HORIZONTAL SECTION 5 SCALE: HALF SCALE (SEE SHEET 4 FOR JAMB INSTALLATION DETAILS) 3/16" THICK STEEL SS FLA BAR (11/8"x10")@TOP is INTERIOR SIDE & BOTTOM OF EACH DOOR (TOP) 0 BOTrOMOFDOOR EXTERIOR SIDE P.T. BUCK - 2"x4" MIN. MULLION 40 BY OTHERS 1/4" MAX. SHIM 37 EMBED 1 1W MIN. 1 JAMB FIXED SIDE LITE 3s 13 INTERIOR SIDE 1r 31 EXTERIOR SIDE 2" FOR NARROW STYLE SIDE LITE i 9 No E0046549 INTERIOR �11.• SOT.• aE . tv�t ��<<S' tea• .�$ a EXTERIOR Lu NSW oW 21 (4) SCREW HOLES PER PLATE COUNTER Q p SUNK FOR Q o #8 FLAT HEAD WOOD SCREW. O ILL C LL po 07 SInB (BOTTOM) ® O z� 2 zd 3 c� H 080 N Er) m Q z 9 BOTTOM OF DOOR LU P P m 2 STEEL FLAT BAR DETAILS 5 (APPLIED TO TOP AND BOTTOM OF EACH DOOR) g G SCALE: HALF SCALE 36 OPERABLE PANEL 2 , , , b 13 a T, INTERIOR SIDES n R lea SEE ENLARGED GLASS W" "6MF GW®U"G tLALS" zs EXTERIOR SIDE DETAILS PAGE 3 17-5419 SCAM SeEoerN�a 4 ov BED IN GE 2801 3 STRUCTURAL MULLION ATTACHMENT t SILGLAZE SEALANT 5 __- - - --- __- - RANK L. BUMARDO, P& IN LUEWITH` - - - _ FRANKLIN INTERNATIONAL )) �? 1 - 33 MULTIBOND-2000 WOOD GLUE PEO TF 20 70 GLUE WITH CAULK JOINT �O� f&E F On' �1; g �$ FRANKLIN INTERNATIONAL DURING ASSEMBLY /sIle MULTIBOND-2000 WOOD GLUE �E OR SIMILAR NLL^.y ZW mWU°5 co [�¢q �¢ugsZ 1 Z?S W..; 1 15A Na&-Z / owZo W O O E ®LL } N lu LL 0 01 LL TYP. FRAME CORNER DETAIL _ _2TYP. THRESHOLD CORNER DETAIL z zo m o'W �°.a 3 S 6 (ALL MEETING JAMB MEMBERS TO BE 6 (ALL MEETu MEETING JAMB MEMBERS TO BE U9 m w w N.. SCREWED AT ALL CORNERS) SCREWED AT ALL CORNERS) 1"4 m - a z SCALE: NTS SCALE: NTS g W n Fd 9 2 1/8" GLUE WITH 3 ARCHED DOOR PANEL � 3 FRANKLIN INTERNATIONAL CORNER DETAIL MULTIBOND-200D WOOD GLUE) C 10A OR SIMILAR SCALE: 1/4' =1' 5 6 °� 5 5 2 Ye _ 15B GLUE WITH 2 1/8" FRANKLIN INTERNATIONAL GA MULTIBOND-2000 WOOD GLUE) OR SIMILAR g 9 4 DOOR PANEL CORNER DETAIL TYPICAL MEETING RAIL DETAIL 6 SCALE: 1/4"=1" - -- - --- SCALE: 1/4"=1" ° a=�F m.,wcxr a+cmawia wus" 17-5419 j 5 SECTION S`"`�' S�°E`" S� 6 SCALE: 1/4'=1" I TYPICAL GLAZED DOOR PANELS: NOTE: DOOR PANELS MAY BE ANY CONFIGURATION OF GLAZED OR GLAZED PLUS SOLID CORE. ASSEMBLY METHOD MUST MATCH DETAILS. TYPICAL FULL GLAZED DOOR. TYPICAL GLAZED PLUS TYPICAL ARCHED GLAZED MAY BE RECTANGULAR OR SOLID PANEL PLUS MULTIPLE SOLID ARCHED PANEL CONFIGURATION TYPICAL SOLID CORE DOOR PANELS: NOTE: DOOR PANELS MAY BE ANY CONFIGURATION OF SOLID OR RAISED PANELS. ASSEMBLY METHOD MUST MATCH DETAILS TYPICAL SOLID DOOR TYPICAL MULTI -PANEL DOOR TYPICAL RAISED PANEL DOOR TYPICAL CURVED PANEL DOOR APPLICABLE FOR SOLID WOOD RAISED PANEL DOORS OR GLAZED DOORS. NOTE: DOOR PANELS MAY BE RECTANGULAR OR ROUND TOP PA LL A01M.0 3LL JOE B i o w �p W W spill Ilrt [nameeuw vsnes^ 17-5419 m plq I OPT - WTHR STRIP KERF cl, \ M 1/8" x 1/8' RELIEF 2"O.C.- J IL 5 1 /4" JAMB 10 SCALE: NOT TO SCALE 2 3/8rr 1 3/4" Ol OAK CAP SCALE: NOT TO SCALE ASTRAGAL 12 SCALE: NOT TO SCALE 2 3/8" 1 3/4" 1 /8 ALUMINUM CAP U \ MATEDSCALE: NOT TO SCALE (6063-T5) 'WOOD TYP. oll v � 1 M SEE DETAIL -2/5" n r,-m FOR PLAN MEW. O W Al SCAL ALUMINUM I HNESHOLU LJ SCALE: NOT TO SCALE (6063-T5) 1Q(; STILE 2" OR 10A STILE OR RAID V-10" 10B STILES & RAILS SCALE: N.T.S. 6" GLASS STOP 11 SCALE: NOT TO SCALE TtBE— 0 r oW= g<6 I 0 01.i gm lu m rL ce. W oW a N O oo E u- N C m LLd�m rze�c 0o'g R' o IL 3a U m u 1-4m y zQ.Z. I L u V. 9 HOLES 3/I6- ull � art [xf EF1U[c [xM65^ i! 17-5419 I - - - -- - --- - --- - 1. SIDE & HEAD JAB (1 1/4' X 51/4" RABBETED & KERFED MAHOGANY OR OAK NOTE: WOOD SPECIES OF EQUAL OR GREATER DENSITY MAY BE SUBSTITUTED FOR ALL WOOD COMPONENTS 2. LOCKING HARDWARE: A. SCHLAGE LOCK MODEL 660 & DEAD BOLT GRADE 2 OR SIM.@ 36" & 52' ABOVE BASE OF DOOR AND IVES 353 8" SURFACE BOLTS AT TOP AND BOTTOM OF ACTIVE PANEL B. G.U. HARDWARE CREMONA R2 OR HOPPE (6 POINT) DOOR BOLT SYSTEM WITH LEVER HANDLE & STRIKE AT 36' ABOVE BASE OF ACTIVE DOOR AND SHOOT BOLT MORTISED INTO DOOR PANEL WITH TOP AND BOTTOM STRIKES. 3. DOUBLE ACTING FLUSH BOLT BY H.T.L. (HARDWARE TECHNOLOGIES LIMITED) AT THE INACTIVE DOOR WITH TOP AND BOTTOM STRIKES. 4. STEEL HINGES 41/2" X 412" X 3/32- THICK LEAFS (GENERIC) PAINTED, STAINLESS STEEL, OR OTHER FINISHES. S. STRIKES: HEAD AND SILL STRIKE PLATE. ALUMINUM BAR 0.125" THICK X 1 1/2" X 6" 6. GLASS: SEE GLAZING TABLE ON SHEET 1 7. 5" X 13/8" 6063-TS ALUMINUM BUMPER THRESHOLD. 8. MAHOGANY / OAK OR 6063-T5 ALUMINUM THRESHOLD CAP. 9. 1.75" X 6.25" MAHOGANY OR OAK STILE (OPERABLE DOOR) 10. RAILS: A.1.75" X 5.25" MAHOGANY OR OAK TOP RAIL B.1.75" X 925" MAHOGANY OR OAK BOTTOM RAIL C.1.75' X 2' MAHOGANY OR OAK STILE - (FIXED LITE) 11. GLASS STOP SM' x 5/8". 12. ASTRAGAL 2 3/16" X 4 1/8" LAMINATED LVL HARDWOOD PLYWOOD WITH 1 314" RABBET ON INACTIVE SIDE AND 21/8" RABBET ON ACTIVE SIDE 13. WEATHER STRIP 5/8' Q-LON QDS-650. 14. TOP / BOTTOM DOOR GUIDE REINFORCING 3/16" THK. STAINLESS STEEL x 10" LG x 1 1/8" WIDE 15. PANEL LAG BOLTS A. PANEL 3/8' x 12" STEEL LAG SCREW B. PANEL 3/8" x 6" STEEL LAG SCREW 16. SILICONE BACK BEDDING GLAZING SEALING GLASS TO PANEL G.E. OR DOW CORNING 17.4d X 1 1/4" FINISHING NAIL 1' FROM CORNERS AND SPACED MAX. 212" O.C. FASTENING GLASS STOPS TO PANELS. 18. SOLID MAHOGANY RAISED PANEL -1 12- THK. @ CENTER, 518" THK. @ EDGES 19. MIN. 2X4 P.T. BUCK BY OTHERS. 20. #10 x 212' F.H.S.M.S. (3 PER JAMB CORNER FASTENING JAMB TO JAMB). TYP. 21. NO.8 X 2"PFHSMS FASTENING REINF. TO DOOR RAIL 22. NO.8 X 3/4' PFHSMS FASTENING STRIKE PLATE TO HEAD JAMB AND SILL (2 PER PLATE). 23. NO. 12 X 21/4" PFHSMS FASTENING STRIKE PLATE TO HEAD JAMB & BUCK (SCREWS PENETRATE THROUGH JAMB & INTO BUCK 1 12' ). 2 PER PLATE. 24. NOT USED 25. NOT USED 26. NO. 10'x2' TO INACTIVE PANEL ASTRAGAL (1" FROM END, BALANCE @ 11- O/C. STAGGERED. MIN.) 27. NO. 12 X 1 12"FHSMS FASTENING HINGE TO JAMB (2 PER HINGE). 28. NO. 12 X 2" FHSMS FASTENING HINGE TO JAMB (2 PER HINGE). FASTENERS: MUST PENETRATE BUCK MIN. 11/4"- LENGTH AS REQ'D. 29. NO. 12 X 1" FHSMS FASTENING HINGES TO PANELS (4 PER HINGE). 30. NO. #10 X W SMS FASTENING THRESHOLD TO WOOD FRAMING. POSITIONED AS SHOWN ON ELEVATION VIEWS AND SECTIONS EMBED INTO BUCK MIN 1 114". 31. 1/4' TAPCONS (LENGTH AS REQUIRED FOR MIN. 1 3/4' CONCRETE EMBED) POSITIONED AS SHOWN ON ELEVATION VIEWS AND SECTIONS. 32. NO. 12 F.H.S.M.S. FASTENING JAMB TO BUCKS. EMBED 1 1/4" MIN. 33. No.8 x 212' SMS THRU JAMBS & INTO SCREW SPLINES IN THRESHOLD (3 PER CORNER) 34. NO. #8 X 212' F.H.S.M.S. FASTENING MULLIONS TO PANELS (4" FROM CORNERS & 8' 0/C.) 35. NO. 12 X 1 12" F.H.S.M.S. (2) @ 1" FROM ENDS, BALANCE @ 12" O/C. (SINGLE ROW FOR BALANCE) 36. NO. 12 x 3' F.H.S.M.S. -1" FROM ENDS, BALANCE @ 12" O/C. 37. NO. 12 x 312" F.H.S.M.S. -3 12" FROM ENDS, BALANCE @ 1712" O/C. @ JAMBS EMBED 1 1/4' (MIN) INTO BUCK 38. NO. 12 x 312" F.H.S.M.S. - 3" FROM ENDS, BALANCE @ 12" 0/C. @ HEAD EMBED 1 1/4- (MIN) INTO BUCK 39.114" DIA. x 212" TAP -CON w/ 1 314" MIN. EMBED @ SILL 40.3/4" x 5 1/4' STRUCTURAL MULLION COMPOSED OF 13 PLY HARDWOOD PLYWOOD VAR00, P.E. �9At w NKa ow W A G Q 0 LL smrdo u-d62. zo�� m K m py o � U m Lu n g 6U Rf ilia 17-5419 l