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Home My WebLink AboutProduct Approval Exterior Doors 7-6-121/2(14 Florida Building Code Online 1 U0 �� OP s e Flonda Nparnellt°I. BCIS Home I Log In I User Registration I Hot Topics I submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map 'I Links I Search Busiines a Professi IProduct Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15225-R1 Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived F1 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickW@rwbldgconsultants.com Technical Representative Address/Phone/Emil Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2012 Date Validated 07/08/2012 Date Pending FBC Approval Date Approved 08/14/2012 Summary of Products hitps./AmAwfloridabuilding.org/pr/pr app 1.aspX?paranr-wGEVXQvADgv3�kWJZIQRASWOG°/p2b2JlTw7rYKMmT4iO46NfpArFtA°/p3dp/pad 1/3 RANDALL L S70F T AVM 3HIMM% P AMM3379 D§ APPROVED ® REVISE & RESUBMIT APPROVED AS CORRECTED ® REJECTED This review ;G only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop drawing g IN reviser do not relieve the contractor from compliance vAIh the r6quire- mG7ts of the plans and specifications. Approval of a specific item shall not inck!da approve? of an assembly of which the item is a component. Con- tractlof is responsible for. Dimensions to be con5-mad and correlated at the job stia; Infr"mation that pertains solely to the fabrication processes or to the moans, m'Jrods, techniques, sequences and procedures of constmo- tion: coordination of the %,ork of all other trades: and for performing all work in a safe and satisfactory manner. I, DATE) b BY: La==== Florida Building Code Online SS 3 +5 a t BCIS Home Log to User Registration Hot Topics j Submit Surcharge Stats&Facts I Publications FBC ^Staff BCIS Site Map ! Links Search Bushesi",3 Professial G Product Approval USER: Public User Regulation 1® Product Aooroval Menu > Product or Application Seamh > Application List > Application Detail lLILT- FL # FL15225-R1 2a Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsuttants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan J. Ong, P.E. Validation Checklist - Hardcopy Received Standard Year 101/I. S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Product Approval Method Method 1 Option A Date Submitted 07/06/2012 7,A a fd Date Validated 07/08/20129 FBC Approval Date Pending I{/h Date Approved 08/14/2012 _zE4 s(�s(nN4l. Summary of Products r, https://wAwfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvADgv3�WKJZ1QRASWOG°/a2b2JlTw7rYKMmT4iO46NfpArFtAa/o3d°/a3d 1/3 1/2/14 Florida Building Code Online FL # j Model, Number or Name j Description 15225.1 i a. "Classic -Craft" and "Benchmark by 16/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Trv" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R1 C CAC 15225.1 NAM[ certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST 15225.1- FLIS225 R1 II INST 15225.1-68.odf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FL15225 R1 II INST 15225.1-80.pdf Direct to Masonry) for installation instructions. (Note - Glazing FL15225 111 II INST 15225-68M.odf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15225 RI AE EVAL 15225.1-80,odf FL15225 R1 AE EVAL 15225-1-68.odf FIA522.5 R1 AE EVAL 15225-68M.p-df _..._......._...._......_.__...-__.._..._._ _ ....._...._...._-..... ..... _.--.......... _._�.-.............. Created by Independent Third Party: Yes _..........._.... _........... _.................... ...... __..__..... _.................._.............._._........._............... _.............. _............. _......... ---._.._._._..-......_._ 15225.2 b. "Construction Series" and ............. ._........ _... ........ ._............ _...._....__._._.....__._......_........... .._...... ..... W..._.............. _......... _........................ .... __........ _.__t 6/8 Opaque Steel Door with and without Sidelites. Inswing and "Benchmark by Therma-Tru.' Outswing Limits of Use - -�- ---� Certification Agency Certificate Approved for use in HVHZ: No FL15225 Rl C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FL15225 Ri II INST 15225.2-68.odf 15225-68M (68 Door Products Direct to Masonry) for installation Fl ..1.5225 R), T1. INST 15225 G8P1 pdf _.. - ._._:..............._ 4_................. instructions. (Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes I Evaluation Reports FLIS225 R1 AE EVAL 15225.2-68.pdf FL15225 R1 AE EVAL 15225-68M.odf ... .. f' Created by Independent Third Party: Yes j .__.._......._....__..._____.__._�......_._...-._..__. 15225.3 c. "Fiber -Classic" and "Benchmark by f 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without I I Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RI C CAC 15225.3 NAMI certs.odf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (68 Door Products), INST 15225.3- ( FL15225 R1 II INST 15225.3-68.pdf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products + FL15225 R1 II INST 15225.3-80.pdf j Direct to Masonry) for installation Instructions. (Note - Glazing FIA5225 1111 II INST 15225-68M.nrif Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R1 AE EVAL 15225.3-68.odf FL15225 R1 AE EVAL 15225.3-80.pdf FL15225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes .... _....__.._....._......_....__..__......__......._._........,,,._..................-_........ __ —_._.._...._..._.._...._.__._..._......._ ___......__._...:..__............. _.....__......._.,1......... __......_..__-.........___......__ _....._.__........ _........ _... -......................._.......... ............. ........._.-__.._._............... ..__...._.-...._......_.....__._.._.__............................._......._._.: ........... __......... ._................ __.......... ................ __......_-___._.....--_......____......._.._-.._.._- ._.................._._.._... _-_...I 15225.4 j d. "Premium Series" and "Benchmark by ! 6/8 and 8/0 Opaque and Glazed Steel Door with and without j Therms Tru" ...... _............. ._... _..... _._.......... _.....-.... -- -._:......... ...... ............... _..... _............ _.............. -._...... ... _.................................. _..........- Sidelites. Inswing and Outswing _........... _.............. _..... ................_9...._..........__........ ----.... _.......... _............ _............ __....... ........... -._.......... _............ __........... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FIA522.5 R1 C CAC 1.5225.4 NAMI certs.odf Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: Yes j 12/31/2015 Design Pressure: N/A k Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST 15225.4- I FI.152.2.5 R1 1I INST 1.5225.4-68.odf 80 (ST Door Products) and INST 15225-68M (6'8 Door Products FL15225 R1 II INST 15225.4-80.pdf Direct to Masonry) for installation instructions. (Note - Glazing FLIS225 R1 IT INST 1.5225-68M.0f Shall comply with ASTM E1300-04) ! Verified By: Lyndon F. Schrrdt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 RI AE EVAL 15225.4-68.odf FL15225 R1 AE EVAL 15225.4-80.pdf FL15225 R1 AE EVAL 15225-68M.pdf i Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark by f 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without `Thermn Tru" .. .................................. .........._........._.__.................-......:..... ............ _........... __................. ....................................................... ...._.......:......._. �.-Sidelites'. Inswing and Outswing......................................................._............................................................_. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R1 C CAC 15225.5 NAMI certs.odf Approved for use outside HVHZ: Yes 11 Quality Assurance Contract Expiration Date Impact Resistant: No I 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5- FLi.5225 RI II IN T 15225.5-68.odf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door, Products I FLIS225 R1 II INST 15225.5-80.odf Direct to Masonry) for Installation Instructions. (Note - Glazing i FL15225 Rl II INST 152,2 G( M,pdf Shall comply with ASTM E1300 04) Verified By: Lyndon F. Schmidt, P.E. 43409 r,,. T..a—..... 4-4- Tki-4 Dom.+... V https:llwmv.floridabuilding.org/pr/prapp dtl.aspx?param=vvGEVXQvADgv3yWKJZlQRASQ)6OG%2b2JlTw7rYKMmT4iO46NfpArFtA%3d°/"3d 213 1/2/14 Florida Building Code Online t CCILOu Uy 111UcEJc1lUGlil i imu rO Ly. I cJ Evaluation Reports FL1522S R1 AE EVAL 15225.5-68.Ddf FL15225 R1 AE EVAL 15225.5-80.Ddf FLIS225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.6 1 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. With i Series" and "Benchmark by Therrlla- and without Sidelites. Inswing and Outswing Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No f FLIS225 RI C CAC 15225.6 NAMI certs.ocif Approved for use outside HVHZ: Yes Impact quality Assurance Contract Expiration Date Resistant: No Design Pressure: N/A 12/31/2015 Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 FL15225 111 II INST 15225.6-68.Ddf (8'0 Door Products) for installation Instructions. (Note - Glazing FL15225 R1 11 INST 15225.6-80.pdf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes j Evaluation Reports FLIS225 RI AE EVAL 15225.6-68.Ddf ( FL15225 R1 AE EVAL 15225.6-80,ndf Created by Independent Third Party: Yes RF3C9 NP.:Xf. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 vAth the licensee. However email addresses are public record. If you do not vdsh to supply a personal address, please provide the Department with an email address Mich 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: 99 - smiuritw' ;# wv. t >i https://w,Aw.floridabuilding.org/pr/pr_app dtl.asp) ?param=wGEVXQYADgv3yJVKJZlQRASQ)BOGp/g2b2JlTw7rYKMmT4io 46NfpArFtAe/g3de/g3d 3/3 pip, romillm F 0 9 FE 1will .1101-mal, W & WOUT SIDELITES AND TRANSOM INSWINGtOUTWING STEEL D0013 General tigh. 1. ft Productonctoting drawing has been developed In compliance vAth the 2BI0 Florida 8w ,ding 04de,(FBC) excluding the "High Velocity Hmicanp Zone'. See the 0sfh7caiiIbo Agency deo*ote for *esspetifloat!ons and rafirw 2- Productonchas sholl be as rsfed and amad as shown on detcls. Anchor embedment to base mofedd shall be beyond wall dressim slucco, foam btickanti other.woo & Wood screws shad be Instaged following inslaLlafian Instmclions of A0 AF&A Nw AD other fastener types to be imidled following finslener mmufactureft iroogation 4. Fogener embedment depths, edge d,*mtonm and center -center distances strati be CS specified by the fiastener mdr0octwer but in no Instance shoH they be toss than shown In Itt drawing. 5, Where stint swe used, they must be 0 lfjd / Off" material that complies vAh the recrjklaamts of the 2010 FBC detom,gned by othem for specific jobs Li accordance with the governing cocle. 7. $110 conditions not covered by this drcming am vklecf to hunter engineering and*. TABLECFCOMEM $ffwf MCNMON I WiEC-1 ; ms & genera no!"s 2 Bvl*GV of matolo-4 M 3 -& pome = 4 twomv a valfcca a= WCHOM 3 velcal Cron sectlom 4 4 4 SmE UMT vmw rpmmm 0/x MAX DESIG14 PRESSURE +47.0 -47.0 0YEPALGwom '42F uu mwm ovm A DES16H PRESSURE +47.0 -0.0 4 4 tOCKRANDWARV MF4 a SMES SIOLE VNfr W,'!-f0afTE ANSI Tit NSOM PIOX MAX DESIGN PRESSURE +47.0 -47.0 -19 •^' n^� MASONRY aQ�po a MULLION t MULLION OPENING ¢ SHOWN FOR 4 SHOWN FOR `l "� .. a E TYP. REFERENCE TYP. REFERENCE Q z n HEAD & JAMBS p 9 SEE NOTE 1 & AMBS SEE NOTE 1 SEE NOTE 1 a E m° s C 2X BUCK 2X BUCK /u c XIY 2X BUCK no I MASONRY MASONRY v OPENING °f <t cs m ej OPENING N O N zo o z z4 RM Item DESCRIPTION Material A 10 x 2-1/2 PFH WOOD SCREW STEEL 1 10 x 3 ? LG. PFH WOOD SCR15V Nine to Frome STEEL 3 S x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3/4" PFH ELCO CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITKI PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4" "I PFH CONCRETE SCREW STEEL 11 _ 3 16 x ITVN PFH CONCRETE SCREW STEEL 12 1 4•" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3,192 PS! MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASD.4 C90 CONCRETE 16 P 4 X 2-7/4- PFH ITFV CO- RETE SCREW ST 20 HEADER JAMB 4.65E X 1.25 THERMP. TRU, PINE SG >= 0.42 WOOD € 2 i 3 4 TH<. PRESSURE TREATED SIDELffE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL NOTES: t, i/4" Elco Concrete screws anchoring 2% buck require a minimum I"clearance to masonry edges, a 1-114"minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution at equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete straw locations at the carders, at mullion locations, and at astragal locations may be adjusted to maintain the mJnlmum edge distance to mortar joints. It concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge dlstarce to mortar joints, additional concrete screws may be required to ensure Ins maximum on center dimension h not exceeded. 2. 2X buck min, S.G. z 0.55. DWM arc JKf 13 :ft.ar LFS DMWM try,: 3 s FL—i5225.6-80 � s��cer 2 w 5 I.E. g MULLION 3 SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION 9 W/1X BUCK INSTALLAMN - TYP... HEAD & JAMBS SEE NOTE t SEE - NOTE ; t6 t6 t6 12 5 SEE NOTE i 30 1 7!_ 6 z I� $ tl o a n e `. M JA W/2X SUCK MULLION L INSTALLATION ? m o SHOWN FOR _ - 2 W iX BUCK m na a m 4 [u REFERENCE �n �, / INSTAIJATiON- 'SEE a c _ .� ' T(P. HEAD & DETAIL a W X �� A W/2X SUCK INSTALLATION JAMBS SEE NOTE t E U9 /iX BUCK INSIhLL SION i La o° TYP. HEAD & JAMBS SEE NOTE 7 L3 SEE 1 w - 41 DETAIL - Ir 2 v i "6 ¢ t DETAIL f "4' ° DETAIL 16 N -SEEg`' 5 SEE in IuW u > -t2 5 NOTE 1 a NOTE f N E U r ? \ 4 Q "e" "D" 'V "G" "D.. "A g" A" I C.z-C" SINGLE UNIT W/SIDELiTES AND TRANSQM VIEW "E"-"C" MEW SINGLE UNIT W/SIDELITf AND TRANSOM VIEYr "t3 _a' SINGLE UNTf WID TRANSM MV__'A';- x NOTES: 1, 1/4" 9W concrete screws anchoring frame and/orsM require a minirnum 2-I/2'clearance to B ma sorry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent z concrete screws. Substitution of equal concrete screws from a different supplier may have ° C o different edge distance and centerdistarce requirements. Concrete screw locations at the B t corners, and at mullion locations, may be adjusted to maintoin the minimum edge distance to mortar joints, If concrete screw locations noted as' MAX. ON CENTER" must be adjusted to 0 maintain the mirimum edge distance to mortar joints, additional concrete screws may be t required to ensure the mwamum an center dimension Is not exceeded, i DFTAIi.FF " 2, 3/ 16" 1TW concrete screws anchoring frame and/or siQ require a minimum 2-5/8" clearance to masonryedges a 1-1/4" mtnfmum embedment and a minimum 2-1/4" clearance to adjacent a concrete screws unless otherwise noted by concrete screw manufacturer. _ A AN 2x BUCK 3 0 z 3. The stdelite is direct set into the jamb with (t2) #6x 2" pfh. wood screws. There are (4) at each INS7ALLA'tfON vertical jamb, from the top dawn of 13.5 ; 31'; 48.5" 66". There are 121 of the header at 4" from t . n ` r the outslde corners of the frame. Thera are 12 of the sR 4'tram the outside comers, . a' INS X BUCK t t os 2 2}fit 2 a j INSTALLATION `a A SEE NOTE 2 N.T.S. 4, For optional side&to construction with staples, side6te is direct set into the jamb with (5) 7lta"X Q IPdG. rr: JK a i-3/4" tb ga. staples along each jamb (6" ram ends and equaAy spaced thereafter), t mew. rrr LFS I>w:rrirr .ra.: � 5� Latch, deadboit and hinge locations vary. See Certification Agency Certificate and DETA,f.. "i " yry� „2" r - 15225, cotrecsponding test reports forspecific dimensions and design pressure rati,•Igs. K skier 3 or 5 a V) w 4 SEE DETA '4" •• � 4H 00► * •oN Wd 'WIUMS •d ucvu,Ct SNOISIA38 o SNOliOSS 55QM? ro Jyx"� 7 iVIUSJA �d IVINOZIYON h8 31wii ON L rle0 •oN ury�z}i un ao n�0n�ua cn 7 � �o aie0ul8,r-1 I..01..Ojwa 10 y000 opt ou 'A'1UvesStl so nwd l•" uj `�tf I.Wel S.9R10 ,wN ouo4d N 2 sear€ -v 0040A OU Moa 'a'a �/+ a00a SSrtOa.3aH �+ 'm 'Sjw.L1nSN00 ONIMM (U nw—VYWHa , ,:, A E � �.._._ 'du •sv�9 NiW..SCI •8W3 3r"� 'NriN Sl't �' s O w 9OVdSWiHS w W .' 0 i'— 'XVW sz' C) X N 'SW3 'NIW.St'i — SOWS WIHS .� m.0 �. INIS-0 ...=yNIW Of S10 fi Q w 0 Ct� } mm�'NIW,SZ't 'dAl'8W3 Cal N O ✓3a III 3OVdSWIHS w1 Xvvq ,SZ I o ►1 7 z Cl 0 Y Z C5 i � CO CO o, w auj d mi w M� w` I" MIN. FROM t t" MIN. FROM -+-. MASONRY EDGE MASONRY EDGE• �- (TYp.j (TYF•) 08-t,Nm *GkOUT P\00£i-t0ZT f0J4VWP'AA rAfwd0P:X16md- tl 'd INTERIOR, EXTERIOR 2i 2F 2- 1 /2" MIN. FROM 2-312"MIN. FROM MASONRY EDGE MASONRY EDGE — (TYP.) (TYP.) rl-'\ VERTICAL CROSS SEC110N InsMng configurofion EXTERIOR ilA- INTERIOR .N 2-112'MIN. FROM 2-1 /TMI . FR O.. M MASONRY EDGE — MASONRY EDGE (Typ.) (TYP-) 2 -*� VERTICAL CROSS SECTION �li outswing config=11on INTERIOR EXTERIOR 2 z 20 Ea oottz FROM 2-112"JAN. FROM MASONRY EDGE MASONRY EDGE (TYP-) (TYP-) 3-'N vERnr—At CROSS SECTION lll5 INTERIOR j EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 4ff 2-1/21: MIN. FROM 2-1 i2- MIN. FROM 2-1/2" MIN. FROM. 2-1/2" MINL FROM 2-1,171MI.N. FROM 2-1 ITMIN. FROM. . MASON MASONRY EDGE MASONRY EDGE ---4— MASONRY EDGE MASONRY EDCE MASONRY EDGE — ID fTYP4 (Typ;) (Typ') (TYP-) (TYP.) r4-*VERTICAL CROSS SECUOU VERTICAL CROSS SECTIO14 6 VERTICAL CROSS SECTION \\ 5 � tr,�ing cont-igurotbn ,$ Outswing mrilgwaflan �� G*,J%WLlQ conlipffahan K cm sy. LFS FL-15225.6-80 SH-.0 5 CF 5,