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Product Approval (4)
Florida Building Code Online 12/4/15,11:47 AM FLORIDAPAPAPTMOK e• . ® e ® a •e e , RECEIVEp DEC 18 2015 aw. ._.� - FWda Departmentof BCIS Home i Log In 1 User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff I SCIS Site Map' Links Search Busines J/ ` a Product Approval PIp'ofessi I USER:Public User IL p Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail • r a FL# 0FLlZ860j Application Type New Code Version 2014 Application Status Approved Comments Archived i--) Product Manufacturer LTLM-ffind6WS'`LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach,FL 33021 (305)888-0077 joe_sixto@usalum.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory SiWTiT g.Exterior-Door Assemblies ,,3 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cri Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL17860 RO COI SS-Outswing Door-CI 2014.pd Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt2ZOX6B2YlUr3arp66eS7gynCF1 ZuowpVPt1 6CXKtCoA%3d%3d Page 1 of 3 Florida Building Code Online 12/4/15, 11:47 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 17860.1 Series 230 Aluminum Outswing Door Large missile impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS- 230 Aluminum Outswing Door(LMI) Approved for use outside HVHZ:Yes W15-32.pdf Impact Resistant:Yes Verified By: Javad Ahmad PE# 70592 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other:See drawing 15-32 for span vs load combinations and Evaluation Reports Installation details. FL17860 RO AE SS-230 Outswing Door(LMI)PAE 2014 pdf Created by Independent Third Party:Yes 17860.2 Series 230 Aluminum Outswing Door Non impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS-230 Aluminum Outswing Door(NI) W15- Approved for use outside HVHZ:Yes 33.pddf Impact Resistant: No Verified By: Javad Ahmad PE# 70592 Design Pressure: +60/-69.7 Created by Independent Third Party: Yes Other:See drawing 15-33 for span vs load combinations and Evaluation Reports installation details. FL17860 RO AE SS- 230 Outswing Door(NI)-PAE 2014.pd Created by Independent Third Party: Yes "5.7860 3. S(vKe'rles_249 Aluminum Outsuving: DOR aLarge missile impact resistant aluminum outswing:door. Limits of Use• Installation Instructions �A6ved;f6fbsejh HVHZ ,Yes FL17860 RO II SS-249 Aluminum Outswing Door(LMU Approved for use outside HVHZ:Yes W15-30.Ddf Impact Resistant:Yes Verified By: Javad Ahmad PE#70592 \v Design Pressure: +100/-141 Created by Independent Third Party:Yes Other: See drawing 15-30 for span vs load combinations and Evaluation Reports installation details. FL17860 RO AE 249 French Door(LMI) -PAE 2014.pd Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::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: ® 9199:2 sccuritV m t'IRto https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt2ZOX6B2YlUr3arp66eS7gynCF1 ZuowpVPt1 6CXKtCoA%3d%3d Page 2 of 3 HEAD/SILL ANCHORS AT STILE ENDS ` 41 7/8" (6) AT 3" O.C. 80" .IRY I FRAME WIDTH FRAME WIDTH Z j 6" MAX. 15" MAX. SURFACE APPLIED HEAD/SIL TYP. 15" MAX. HEA /S HEAD/SILL FALSE MUNTINS CORNERS _-- HEAD/BILI I CORNERS A MAY BE USED /{ O o 0 w a I 1 Q LL I \ \ II HINGE OPTIONS / \ II C1 In SEE SHEET 5 / i \ a m o tl / � -�=tT-— �d1 N• y \Ill D / \l11i 0 a ZU31 u'c I -- _-L_L_ / 1 ll_L_ J M 4 w�m �g5 iX' \\ N a // ��• y�1f• \\ O U r1 L d � /1✓ a o u_ i � a �/ I /I I/ � a0 O a Wce a m I 11 a m m \LOCK OPTIONS 23 I L___f \SEE SHEET 5 I 23II a �' UD _j LOCK OPTIONS- SEE SHEET 5 GLASS D.L.O. DIMS. / ii \ / u p-m D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" B II 8 \ / ii Z O n D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" h N 3 Z a D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 4 INACTIVE _ ACTIVE —� moo Ce DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. vl rn 0 SHUTTERS ARE NOT REQUIRED. 30" 30" 29 7/8" mz D.L OPG. sZ o D.L. OPG. D.L. OPG. a m mo SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES 38 5/8" 38 5/8" APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS LEAF WIDTH LEAF WIDTH 38 5/8" WITH OR WITHOUT SIDELITES. LEAF WIDTH c SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. TYPICAL ELEVATION TYPICAL ELEVATION SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. ( X ) ( XX ) d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SINGLE LEAF DOOR DUAL LEAF DOOR REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOOR OPTIONS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o 0 LOADS TO THE STRUCTURE. T A-THIS PRODUCT EVALUATION DOCUMENT(P.EDJ PREPARED BY THIS ENGINEER FL #17860 > O ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. O ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B CONTRACTOR TO RESPONSIBAND INSTALLATION OFBTHIS PRODUCTEBASEDFORTHE ON THIS PRODUCTSEECTION, RCHASE EVALLUATON ````�1111L1 ��� o NOT PART OF THIS APPROVAL. PROVIDED HE/SHE DOER NOT DEVIATE FROM THE CONDITIONS DETAILED \� l�... ...••. ON THIS DOCUMENT. �� '�''"�}OENSF A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF �i o s ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. Na.70592 D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECTWHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) 6 ` COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED STATE OF '• � Browing n0. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 0 '•. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ��� '• ;��•�•(�\��� W15 LABELING TO COMPLYWITHSECTION 10.8. THE PROFESSIONAL ENGINEEROF -30 HT 10172. FLORIDA BUILDING CODE. E-THIS P.E.D.SHALL BEAR S DATE AND RECORD ORIGINAL PSEAL REPARED ANDSIGNATUREOF ���ijss�®��`,1G����� sheet I of I6 ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4", 7" & 10" FROM END OF n AT STILE ENDS FRAME AT DOOR AND SIDELfTES FRAME WIDTH (6) AT 3 O.C. TP. AT HEAD/SILL 1 1/4" MAX 1 1/4" MAX Ip 41 7/8" 80" MAX. 41/4-- N a SIDELITE FRAME WIDTH XX DOOR FRAME WID SIDEL FRAME WIDTH QF a a- 6" G � 6"MAX' 3° - 15" MAX. SURFACE APPLIED m 0 HEAD/SILL TYP. HEAD/SILL FALSE MUNTINS d CORNERS F f1 __ MAY BE USED O (7Cjlmad G W QIL 4 11 C�)/0N¢ II II 0: C N HINGE OPTICAS \ II I UQW3g" SEE SHEET/5 � _�+T== ==+r== LL Z IU g.oma. J / E 4 t ii Q�u�P a m w M O w 2 �� I II II NN \ p uai m Y O II II m 3 M v m \LOCK OPTIONS II / II Nc M SEE SHEET 5 II II .9 U J \ I _ _ 23_ ll___1 __U____ J4i Li \ --n--r --tl > II 11 � Q \\ I ti___ ___.L___ ZOO �3¢ uai I G B \ jy m28INACTIVE ACTIVE - - o- INACTIVE - - 29 7/8" - - - 30" \ Z D.L. OPG. DE OPG. D.L. OPG. D.L OPG. a o 38 5/8" " c 0 38 1/8" LEAF WIDTH 38 5/8" 38 1/8" r: LEAF WIDTH LEAF WIDTH LEAF WIDTH y TYPICAL ELEVATION ( Ono ) c v 0 0 WITH PANEL SIDELITES d o � c O SIDELITE OPTION �A No.70592 A C L "p•' STATE OF drawinOg no. F[ORIDP,:' FL #178 �����B�NAL1� sheet 2 of t 6 ANCHORS AT MULLION V HEAD/SILL ANCHORSo AT 4", 7' & 10' FROM ENO OF AT AT3 D.C.ET1PAT HEAD/SILL FRAME AT DOOR AND SIDELRES (6) . v� FRAME WIDTH n J 46 5/16" 80" MAX. TN I XX DOOR FRAME WI H Q N 6"MAX. 3" TYP. IS" MAX• G SURFACE APPLIED a 0 HEAD/SILL CORNERS HEAD SILL FALSE MUNTINS MAY BE USED If9 / i \ Oaaa MIX I II II HINGE OPTIO�S ' \ II " 0'W3 0 a / SEE SHEET'S. ==J-ri==- ==_-= 1L Z§=o°I\u n Lo / \ --L- ----U---- ' in D) m \ ❑ 1D a m J II II N 3 0 v a o LOCK OPTIONS ij jj M \SEE SHEET 5 / II II N� \ I ---n--r --n---- n a a Oo✓� Z O n moo Fmd INACTIVE ACTIVE N 41 5/8" 30" 29 7/8" D.L. OPG. D.L. OPG. D.L. OPG. s4 46 3/8" 38 5/8' a o SIDELITE WIDTH LES WIDTH 38 5/8" c LEAF WIDTH y d TYPICAL ELEVATION ( OXXO ) o 0 N WITH DIRECT_SET SIDELITES O ``I\1111111//// n SIDELITE OPTION Pto.7OS92 a '�• BTATEOF •�*j drawing 9 W15-30 FL #17860 ,�„1 `�`` sheet 3 of 16 LV47-Jj N 41 7/8" 31" FRAME WIDTH WINDOW WIDTH - Q 6" MAX. F211" . (FIXED) (LHEAD/BILI HEAD/SILL Al Q wuCORNERS5" MAX.HEAD/SILL CORNERS Q t p cy 017 o QQ- C 0 0 r �ZN LJ 14 G IJ 11�J = I I I w �^ 20 7/8" co / MAX. Z i M v SILL m o r7 N Diu 26 5/8" D.L OPG. (VENT) I fA M o C7 I //, 28 7/8° p N 1 VENT WIDTH Z mo < h � moo F=m o_ O 30' z NOTE: D.L. OPG. o SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/8' " Dp = +65 * LEAF WIDTH —80 PSF 0 * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD U TYPICAL ELEVATION ( x ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 N C O SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT ° o .y v O � C 0 S.H. WINDOW INSERT'OPTION ```1111111111��7��i 4 No.70= - a STATE OF j: drawngv n f.q'po-- G ,.c [W15-30 Ji FL #17860 �'�iSi"�111lo� �` sheet 4 of 16 DOOR, WIDTH DOOR WIDTH N a / �Ea a s w is / j• j" u \ O n UI a m o 80t-6 � ACTIVEINACTNE ACTIVEACTNE O:C A Qw?LL Ip (X ) (%X 3u)-m S�mg SINGLE LEAF (X) DOORS WITHOUT SIDE11TES DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES SINGLE LEAF (X) DOORS WITH S.H. INSERT .ry•I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF O GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES®DOOR FRAME WIDTH FRAME HEIGHT 'A' OR 'Al' 'B' OR 'Bl' FRAME WIDTH FRAME HEIGHT 'A'• 'Al', 'B' OR 'B1' FRAME WIDTH FRAME HEIGHT 'A'• 'Al', 'B' OR 'Bl' ^o INCHES INCHES —.(T)TINT.(-) —.(+)INT.(-) INCHES INCHES EXT.(+) INT.(-) INCHES INCHES pIT,(.F) INT.(-) 42 109 80.0 1 80.0 100.0 141.0 80 109 80.0 80.0 42 109 65.0 80.0 n EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE 'F' 0 S.H.WDW FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD 3 M M FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF c V z _3cn W Q s �SO O N W I p-m m Z O za m 10" II—'m a. O LOCKS: HINGES: OPTION #1 OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM OPTION #2 o CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. 0 AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS v FASTENED TO PANEL WITH �23 5/16-18 X 1-1/2" MS NOTE: MANUALLY OPERATED CONCEALED FLUSH BOLTS GLASS CAPACITIES ON THIS SHEET ARE (4) AT DOUBLE(XX) DOORSS,, (2) AT SINGLE(X) DOORS AT TOP & BOTof E4LEAF LOCK sBASED ON ASTM E1300-09 3 SEC. GUSTS DOUBLE(XX) AND FLORIDA BUILDING COMMISSION OPTION #2 SEALANTS: DECLARATORY STATEMENT DCA05-DEC-219 H MULTI—POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED 2 AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. O FASTENED WITH (PLATE SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKELATEAT 40" FROMBOTTOM `���J[,I I IAS/�''i��' � •n OF INACTIVE LEAF LOCK STILE FASTENED WITH �� 'A VOP1daF'•.,• 3 (3) $10 X 1/2" FH SMS o n 3 MANUALLY OPERATED CONCEALED FLUSH BOLTS _*:•. 0592 AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM O FASTENED WITH (2) #8-32 X 1/2" FH MS Q•'t STATE OF(FLUSH BOLTS AT TOP&BOTTOM OF ACTlVE AND LEAFS .:•lV� drawing no. FtoR1v�.. G`��` W15-30 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) #17860''/�S/O��L 1�1�% Sf18C[ rj Of 16 STATIONARY PANEL(0) OR DOORS WITH SIDELITES I=-S--IDEUT W�. {I U DESIGN LOAD CAPACITY – PSF NOTE: I I m— PANEL/DIRECT SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE �Y FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A'. Al',' 'D' OR 'Bt' BASED ON ASTM E1300-09 (3 SEC. GUSTS) INCHES INCHES INCHES EXT. (+) INT, (_) AND FLORIDA BUILDING COMMISSION C DECLARATORY STATEMENT DCA05-DEC-219 81 4160 (XX)7/8 X) 48 80.0 69.7 a a 85 41 7/8 (%) 48 80.0 69.7 i% O, o' v Bo (XX) a mo �,O 91 4180 (XX)7/8 X) 48 80.0 69.7 n O 97 4780(xxj%) az 80.0 79.6IL 1 Qa a Q a 7/8 Q 0�m 103 4180 (X%)%) 42 80.0 79.6 STATIONARY( 0) It¢W O q Q W 41 7/8 (%) DOOR W. SIOELRE W. SIDEUTE W. DOOR W. SIDEUTE W. {L?N d ,mo, 709 so (X%) 41 7/6 80.0 80.0 ZZ to d EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD Q W~f FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF O NOTE: FOR DOORS CAPACITIES.SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. W o LOWER VALUES FROM DOOR OR SIDELITE CHART \ \ M WILL APPLY TO ENTIRE SYSTEM. Ll Lj Ll �¢=o SUa (`XO)> (0X0) O^m m (D% ) Lo 3OL SIDELITE W. DOOR W. SIDEUTE W. DOOR W. � ZZ a m f3 mv F(DDa O in DIRECT SET SIDELITE WIDTH DOOR WIDTH C O WIDTH // y L Lj 1-1/4• AcrlvE ( Oxx) (OXXO) a o (xx0) y PANEL SIDEUTE WIDTH DOOR WIDTH > o (X) UE UM4 UM `11\111111f1�7j n _ LEAF BOTH � a n o IN TD592 1-1/4' INACTIVE ACTIVE ��Q'' STATEOF drawing no. PANEL SIDELITE WIDTH DOOR WIDTH � AZORRA''-" W15-30 (XX) FL #17860 �77Si11NAl—��� sheet 6 of16 3/16"HEAT STREN'D GLASS 3/16°HEAT STREN'D GLASS 1/4'AIR SPACE � o 3/16"HEAT STREN'D GLASS 1/4°AIR SPACE 'I 3/16" HEAT STREN'D GLASS �n .090° Interlayer 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 090° Interlayer z 3 Saflex Clear And Calor Glass 0 ant SentryGlos m B 'Eastman Chemical Co.' 090" Interloyer 090" Interlayer Y By 'Kuraray America, Inc.' 1/8'HEAT STREWD GLASS Saflex Clear And Color Glass DuPont SentryGlos I 3/16" HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'Kuraray America, Inc.' 3/16'HEAT STREN'D CLASS 090" Interlayer a,O o 0 DuPont SentryGlos J V 0 SILICONE 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE By'Kuraray Americo, Inc.' GE RGS7701 SILICONE GE RGS7701 d GE 1200 SILICONE GE 1200 GE RGS7701 1/8"HEAT STREN'D GLASS a GE 1200 GE RGS7701 0: O n a � GE 1200 C SILICONE V p of L� m z N z m GE RGS7701 0'0 M o z ii p;; �9 y]m GE 1200 Q a Q Q N C 9. 37 W 3 n q O 37 w li LL z W of it it 0: _ z rcc��vvi Q_ J 0 ALUMINUM 2 q q ALUMINUM Q d w i n; w SPACER w '.�I w SPACER O W SMS W AT SMS AT -� AT 4-1/2"FROM ENDS AT 4-1/2' FROM ENDS m AND 10-1/2"O.C. AND 10-1/2°O.C. w I 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES n ui rn 0 . GLASS GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' M (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) $ J J z J�� GLAZING OPTIONS Q N LI j:j 0] m Z O � 3Z a 3za v GLASS TYPES GLASS TYPES 0. 'A' OR 'B' (ABOVE) 'Al' OR 'B1' (ABOVE) F�pa J SILICONE SILICONE � GE RGS7701 w GE RGS7701 m GE 1200 m GE 1200 0 IF ofU Fr Fr N (1 Q X X w�FJAT1/4 POINTS ON LRES 39 AT 1/4 POINTS ALL SIZES cvIDER THAN 36° o 0 N 4.1 GLAZING DETAILS AT SIDELITE _° O ```II1111 I11 f1//''' N No.70692 — $' ���•'•.• STATE OF �•�� drawing no. FL #17860����si�®��L�1��``�� sheat 7 otl6 TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS (IBYSE WOOD BUCK FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) BY :�DCKrml ALTERNATE e;,j/��II'' ANCHOR;LOCATION ° e.' EDGE 00UREIIDIST. (SEE HEET 1) Z m 3 Z W I O o 0 U (Wj U Q J v U O6 26 N tt N N a 13 0� u \v=i \oi \N t h 7 1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM d m 16 SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q o a p 6 ' FOR SPACING FOR SPACING n Q W METAL0 EDGE STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q�j?'• N 1/2" MIN. DIST. Z o FLUS BOLT ' 4" DIA.IA. ULTRACON BY ELCn' PEN RATION / (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q w F 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O a THRU 1BY BUCKS INTO CONC. OR MASONRY v m a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) $ N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I n DIRECTLY INTO CONC. OR MASONRY 0 TYPICAL ANCHORS 1-3 4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 M SEE ELEVATIONS / � M O FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) � C7 0 tj ii 1/4" DIA. T KS OR SELF DRILLING ING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") S 3 W INTO METAL STRUCTURES = OI]c^1 m I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Z p ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) p 3Z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i °S OR TYPICAL EDGE DISTANCE F m a 19 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 0 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm m 2000 PSI MIN. `o_ 6 1/2" MIN. 29 OR u FLUSH BOLT 1g PENETRATION 16 16 211 2 7 B 2 _ j:B) 7 © 6 2A0 ALTE �' i i '` o 6 ALTERNATE I I OPERATING UNITS O e.- 3/8"X 3/8" v b • . . :b ` 11^^1 I A WEEPS ,b. o .. .b v. .. b. : ♦,.,.VCEN�gF''•., i 1/2" FROM • b. s a < . d0 b o b .. . c < . `� r SILL ENDS '° TYPICAL ANCHORS a TYPICAL ANCHORS b • TYPICAL ANCHORS' 4i SEE ELEVATIONS SEE ELEVATIONS I SEE ELEVATIONS ` o c n " EDGE DISI. FOR SPACING I EDGE DIST. FOR SPACING EDGE DIST. g FOR SPACING �* No.70592 •• p*= y m �' HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE HiQ•'•, OF •?•(ydTawing no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 5B.0 PSF `� STATE STATE p; �,� LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) ��i`-i4 �G��` W15-30 OPERATING UNITS FL #17860 ���i'ONAL1�1� sheet 8 of16 4.V 3/s" MAX. a n 3/8" MAX. ALTERNATE //�� o SHIM { SHIM ANCHOR LOCATION to 1 1BY n METAL 3 3 /-.-WOOD BUCK 7y ; STRUCTURE ACTIVE LEAF 1= TYPICAL ANCHORS J 3B _ a N 6 SEE EORS 111 18 / t6 °•r._ - �w ��u FOR SPACING ! " ft �°. f N O Q (71Q TYPICAL ANCHORS 0.3".9 16 SEE E EXTERIOR 61 ° FOR SP CING w y'W ALT. FRAME JAMB w D.L. OPG. a =Y LEAF WIDTH w DOOR FRAME WIDTH � m SEE LOCK OPTIONS N SHEET 5 m 3/8" MAX. n SHIM 3 M 3/8"MAX.-.. CMULTIPOINT LOCK � M SHIM O J w .. s a� J 3 20R WOOD UCK 5 =V ra TYPICAL ANCHORS IN-ACTIVE LEAF ACTIVE LEAF oaD UCTURE SEE EL%L- Z p ^ FOR SPACING 16 4 16 �rn 3 Z:r Z v d. o # � 21- 21 21 LEAF WIDTH TYPICAL ANCHORS o EXTERIOR SEE ELEV, FOR SPACING - LEAF WIDTH N N BUTT HINGES SEE LOCK OPTIONS PNOT HINGES SHEET 5 (SEE HINGE OPTION SHE 5) DOOR FRAME WIDTH C d O 0 N OPERATING UNITS O M S No.7D5B2 %gyp' STATE OF drawing9 na. ;YA4 FL #17860���' i� It\`��` speak 9 ores TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST. FOR SPACING ANCHOR LOCATION PANEL SIDELITE INSTALLATION DETAILS n ALTERNATE ANCHOR..LOCATION 39 � a �Q'OL ff a 6 26 �. tcn d- (7cc °r i r N v° W wl� 6 16 ALT, FRAME JAMB O0-N z Ocl #10 X r"PH SMSQ w to �� w J/B" MAX.' AT 4"FROM ENDS 3?N SHIM t H ) AX 3j4"PH SMS AND 16'O.C. MAX. ( .) 7 t 5 �:_:/ ATT 6" FROM ENDS �/ J AND 24" O.C. MA%, J m i � v o TYPICAL ANCHORS" SEE ELEV. m ;y FOR SPACING16 � n f�0 a d: 3 M ' • (� J LL __ _ r �'la. F = s U) ¢X R _ ti ;I o 'O 25 16 21 21 o Q N UJ I = O w 5 EXTERIOR 5 _�d - O LEAF WIDTH LEAF WIDTH SILICONE BUTT HINGES W PANEL SIDELITE WIDTH 1 1/4" DOOR FRAME WIDTH c o_ 6 6 OR OR H 19 19 01 29 c d 0 0 m 16 PANEL SIDELITE UNITS °c ALTERNATE 7 2AH � � � 1.�''1.10EN&F•' �i� � ro 6 S ..._;.......__.+. a J/B %J/6 e :v •° � _* No.70592 v ' r WEEPS 2"FROM a• .• a p_ o a, I ., L__-=� a TYPICAL ANCHORS •`� •EDGE DIST. TYPICAL ANCHORS ��Q STATE OF %. � drawing no. SILL ENDS ''•+ SEE ELEVATIONS • SEE ELEVATIONS p EDGE:IST. FOR SPACING FDR SPACING i� �'•"xYOR�D�''•�6` W15-30 PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLDS FL #17864 / O�A4+xr4xx� sheet 10 of 16 y�U TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS b, SEE ELEVATIONS �n EDGE DIST. FOR SPACING z h 0 ° a IL C o W L K '^ 0 8 a 9 `= Oo � obi it it 0 aWp 25 00 35 q O �0 IIS QW3LLa 3J6'MAX. .. ;'� /;\ {L z u�i g I SL.HIM .j u cn QIL d TYPICAL ANCHORS SEE ELEV. FOR SPACING d m 25 25 N II 16 C) JAI nn FU 35 21 I 1/T V in W J W 3 EXTERIOR 5 p N m m D.L. OPG, LEAF WIDTH rn z 0 3 a o I � KC n W r ZQ rn SILICONE PIVOT HINGES Q DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH li li #10 X 1"PH SMS n AT 4" FROM ENDS AND 16"O.C. MAX. i I CI _O � I U 1 35 25 c d 0 0 � 9 N DIRECT SET SIDELITE UNITS 26 \N ```\+++1111111/ll/rrrr N V No.70692 EDGE DIST. TYPICAL ANCHORSSEE FOR ELEVATIONS �Q STATE OFA. drOWiGng 2no. DIRECT SET SIDELITE UNITS FL #17860 r�� AlAl- ,% / 1++ sheet 11 of 16 4.000 ^{ 1.750�{ 4.000 3 - .112 060 .093 I � .062 �Lu 9 .625 --yl•�•o62 1.750 2.375rL4 .500 ,�_Jy,I 1.750 Z m j 1. J -I 2.375 0 ZW -^i W-.332 QJ o N_ a a O m VIU 1.843 w OO FRAME EDH D ago 37 PANEL GLAZING BEAD 1.843 F.145 3.465 01� 9 SIDELITE HEAD/SILL cj 6.250 O GW-30769 1�-2.3752.125 -1 O w c9 L� eso .713 pd a¢o 1.465 Q c7J .062 .125 CENTER 0.3100. .715 050 Q: n GW 'NG 572 Q w 3 O HINGE toa _0 1.799--•i V,m �,{ 4.000 - Q Z 1y F 2,125-, SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 1.988 1'262125 PIVOT HINGE 0 I II 0.248 1.500 4.000 1.500-�{ � 4- 1.7so�I 0.572 GW 37889-A _x.250 F2.,062 17 11 f O 19 DOOR TBOTTOM RAIL © OUTER HINGE -� I 125 ,125-I k- I I •Bj 5 y a DOOR JAMB/SIDELITE FRAME o62 �I 6 3 0 BA5499 HINGE PIN 1 000 1.376 .625 STD. SILL ADAPTER .500 0 c.062 28 BAs7sa •166 -1 MID RAIL CORNER CHANNEL o JV .093 1.750 _i 3.681 k--•H-.655 LOW THRESHOLD 1.658 =vQ "' .625 1.750 I� B97DK8 c O N W .062 1.030 0�m m II _� 3.875-^{ .635 a 1.275 Z_ 7 n .062 4.090�Ik-.093 .250 I I �� `o to .Z o' 4.000 HINGE CAP 1.829-moi 300 F.H. SMS/2e 2g HIGH SILL ADAPTER 1.665 XF CO n. LO DOOR HINGE STILE TM-193 38 0 5 TM-32995 INSUL. GLASS PANEL ADAPTER o .125 TM-194 -q2 4.659 .093 I I o 0 2.157-�{ 4.530 Ga o 930 6 DOOR TOP/BOTTOM RAIL II 1- 1.595 O TM-32994 3.500 o II 7.689 .625 " a II 187 .554 2.L o o �I •062 o Ifs- -^II �- .060 II o0 2000 4.000 � 1.s7a FRAME SILL (STD.) 'H• MULLION SILL COVER 075 .625 I O 1145797 15 TM-121A 30 TM-180 775 4.000 .375 2.126 f� f�2.625 y -f O ACTIVE LEAF LOCK STILE O TM-172 BUTT HINGE y o 4 8 d o WEATHER-STRIP ADAPTER •062 `O `GW-31826 4.659 .093 O .075 3.790 -{ '-^j 999 ``71�1p1111/1j�7'' �11N 4.000 i I �`�p�Y^':. •��n�gs7� s �{ 1.287 1^- 300 � ,moi o 3 n 2.040 .062 .938 i J- 1.750 1.51 54 .300 1.988 .186 _ No.TOM •• .715LI�.oso 1zs 1.799-»I I I I � 1 2.011--�I -1.779 k- 3A 1.750-�I 311 i��• BTATE OF .i� � drawing no. 3s 4^ a.DGo %,`�S'•.�GORIDP.:'G;`�� W15-30 SIDELITE GLAZING BEAD (LAM. GLASS 4A INACTIVE LEAF LOCK STILE 3t REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER �777s/Oy��LrG��� TM-157 O TM-36048 O TM-182 EA BA FL #17860 �i�1111111�`` sheet�z of 16 ITEM® PART 8 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3 1 TM-099 1 FRAME HEAD 6063-T6 - ` 2 BA5797 1 FRAME SILL (STD.) 6063-TG - 1� n 26 2A 8970KB 1 LOW THRESHOLD 6063-T6 - rD 3 BA5499 2 FRAME JAMB 6063-T6 - O m 3A BA AS REDD. ALT. DOOR JAMB/SIDELITE FRAME 6063-T6 - F, i 3B BA AS REDD, ALT. FRAME COVER 6063-T6 - fF 0 4 TM-172 1 ACTIVE LEAF LOCK STILE 6063-T6 - o v 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6063-T6 5 TM-32995 PANEL HINGE STILE IL 1 - 6063-T6 - fY.O n I 11 6 TM-32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 - C t n 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-TG END OF DOOR STILES OP BOTTOM) 0 CI N 8 FD 107 3/LEAF BUTT HINGE 6063-T6 SUILNAN&ASSOC. a 8A - 3/LEAF PIVOT HINGE 6063-T6 LOIRA O a7 n C1 O 9 GW30769 AS REDD. SIDELITE HEAD/SILL 6063-T6 - Q;N O "' 10 GW 32222 2 DOOR LOCK INSERT a 6063-T6 LOCK STILE LLQ Z Ng 0 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4'LONG V, to Q 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN &ASSOC. Q ¢� 15 TM-121A AS REDD. 'H' MULLION 6063-T6 - O 16 32001 AS REO'D. FOAM FILLED BULB W'STRIPPING - .187 x .250 T-SLOT 16A 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - o FRAME TOP CORNER 16B 32011 AS REO'D. FOAM FILLED BULB W'STRIPPING - .187 K .350 T-SLOT SIDELITE CORNER ! 17 FBGF 2/LEAF FLUSHBOIT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M&M PLASTICS � n 19 TM-29236 1 PANEL BOTTOM RAIL 6063-T6 - v�-i (m .. 20 - AS REDD. #10 x 1/2"F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS M m 21 - 2/LEAF 1/2'0 THREADED ROD,WASHER& NUT STEEL TOP/BOTTOM END RAILS a 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET $ J 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41'FROM BOTTOM _3>LL 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES i' U)=U n 26 - AS REDD. #10 x 1"P.H. SMS. (ASSY.SCREW) STEEL. DOOR FRAME MEMBERS/MULL CUPS o O N 28 W798 AS REDD. STD. SILL ADAPTER 6063-T5 - 0-m m 29 SA AS REDD. HIGH SILL ADAPTER(USED WITH STD.SILL) 6063-TS - 3 O 30 TM-180 1 SILL COVER 6063-T6 - 3z as a J7 TM-182 - LOCK STILE REINFORCEMENT 6063-T6 - mO J 35 TM-157 4 SIDELITE GLAZING BEAD(LAM.GLASS) 6063-TG SIDE LITE GLAZING PERIMETER 4. 35A - 4 SIDELITE GLAZING BEAD (INSUL. LAM.GLASS) 6063-T6 SIDE LTTE GLAZING PERIMETER 0 DOOR LEAF CORNER 37 TM-155A OPTIONAL PANEL GLAZING BEAD 6063-T6 - 38 TM-194 - INSUL. GLASS PANEL ADAPTER 6063-T5 - 39 AS REDD. SETTING BLOCKS (1/8"%3/4'%4'LONG) EPDM DUROMETER 80±5 SHORE A DOOR COMPONENTS g 26 'J r �1� I N d I N / C L 26 H I ` o � O � No.70592 i o 5n s STATE OF '.(f/� draw0 FRAME BOTTOM CORNER MID RAIL CORNER �ORtof.'���` W15-30 SINGLE DOOR W/S.H.'A FL #17860 /'7S/I®���1� ``` sheet 3 of 1 6 FRAME HEIGHT LEAF HEIGHT n x WINDOW HEIGHT ml a m N EXTERIOR D➢� .O m V - n0� A J m m Gz)N N � GOi N m D.L. PG. 4 oma > D m 2 r Gz]0, VENT HEIGHT ,x� rn 9 x l 1/4" MAX. N y j SHIM SPACE � �ZN O N a = T S FRAME HEIGHT m m LEAF HEIGHT CT � . a T cm 11 m M ., p=" N fz/I N x 1/4" MAX. l SHIM DO x 0 0 b z z z r t� k 0 `d e� r z -Qc� COD rn ,tltl„r)Jj� �3 ltt / :P.b O = x tj„illtitl\ n ��in revisions: SENES-249 ALUM OUT-SMNG DOOR W/SIDEIAS(LM.I.) AL-FAROOQ CORPORATION a n0 jTa e e5cnp IOn ENGINEERS&PRODUCT DEVELOPMENT f T.M. WINDOWS LLC. 1235 S.W.87 AVE C _._ 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 a�.ny HnMID POMPANO BEACH, FL. 33069 TEL.(305)254-8100 FAX.(305)262f978 0 9 chR by: TEL (954) 701-4430 FAX. (954) 791-5078 �"'- COMP-ANL\W15-30TMW 3/8"MAX. SHIM 0 #10 X 1-1/2" FH SMS .•3/8" MAX. 7SEE ELEVATIONS 0z E 1 R SPACING ;VENT WIDTH F 1 SHtM 2 Ci 2BY OOD BUCK 3 3 0 d e U OR W000 UCTUR D.L OPG. CL TYPICAL ANCHORS 1%G n 16 12.1 SEE ELEV. 0 t 14. t8 FOR SPACING 0 3 o IS o IS .� 0-a+y c Z ut o Nm Q rv� 9. 21 ;. w Qw.�• � F 16 EJCTERIOR 5 _;� TYPICAL ANCHORS O.L. OPG. (FIXED) m SEE ELEV. FOR SPACING '�•' S.H.WINDOW WIDTH HINGE OPTIONS LEAF WIDTH SHEET 5 O DOOR FRAME WIDTH V SEE LOCK OPTIONS "I � SHEET 5 =o 3/8"MAX. 3/8"MAX. a-CO m SHIM C 1 p 1 SHIM 0 _Z p ^ IBY '} �Z a 3 3 ,W000 BUCK Z d?; METAL STRUCTURE `'' ��-'p p J ACTIVE LEAF TYPICAL ANCHORS 16 SEE ELEVi6 . � ' FOR SPACING m - --- - 0 cpvFm 41 2t TYPICAL ANCHORS 21 SEE ELEV. y 18 EXTERIOR �• FOR SPACING D.L. OPG. N C d LEAF WIDTH 0 o m o FRAME WIDTH '- c ��yQ„1�•� �fi� m i _o UOENee �� m SINGLE (X) OPERATING UNITS W1 S H WDW 'y}' No.70M "�Q STATE OF �• ti drawing v no. FL #17860�'SS�QfvA4T����. sheet 15 of 16 ITEM# PART If REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �v 1.937 ^{746F 1.1 GW-31798 1 FRAME HEAD 6063-T6 - .062 2.1 TM-117 2 FRAME JAMB 6063-T6 - uv .88T7 062 -� ,836 I(J��•130 ��375 3.1 - 1 FRAME SILL 6063-T6 - O % -U�I .625 4.1 GW-36123 1 FIXED MTG. RAIL 6063-T6 - - .250 444���--- 5.1 TM-113 1 STD.VENT TOP RAIL 6063-T6 - Q n N a. IL 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-T6 - O O 0 u 7.1 GW-31802 2 VENT JAMB 6063-T6 1.1 FRAME HEAD 17.1 FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK® 6'FROM ENDS 6063-T8 - Q;O BA.1 - 2/VENT LATCH LOCK® 6"FROM ENDS CAST - O t h 9.1 - AS REQD. GLAZING STOP ANGLE ALUMINUM - O O W M 750 10.1 - 2 VENT STOP(5-1/4'LONG) PLASTIC - Q IL Q Oa g 11.1 - 2 SPIRAL BALANCE - CALDWELL O 13 co 12.1 - 4 VENT GUIDE PLASTICO N 050- 1.00 1.749 •095 13.1 WV-3045 AS REQD. BULB WEATHERSTRIP VINYL - LL Z 2.541 W- 14.1 W43201 AS REQD. FIN SEAL WEATHERSTRIP WOOL - J O vmy -.140 15.1 W43371 AS REQD. FIN SEAL WEATHERSTRIP WOOL - Q w el ig '937 I I� 1.563 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS 810 x 1'P.H.SMS 4- -I FIXED RAIL REINFORCING ALUMINUM - ^ ODOOR STILE REINFORCING ALUMINUM - v a.1 FIXED MEETING RAIL 18.1 DOOR STILE REINF. S.H. WINDOW COMPONENTS to a 1.750 3 M �^--^f-658 /��y sao T-I I .75y 0 •062 / z J Laj L, Iou��I Q 1.125 u 0 2 -moi 1.045 O N Ua v 0�OWO m Z ^ 750 M- 3 3 Z v^ 7.1 SASH SIDE RAIL i i Z a v X000 -J 5.1 STD. VENT TOP RAIL I a .969 O r VENT TOP CORNER 877 .787 1.875 843 FRAME TOP CORNER 0 .882 .062 .674 .055 II _ �1�1.469 U .617 v 16.1 2.1 FRAME JAMB c m 9.1 SASH LATCH o 0 2T.062 �1 N 1.362 c / O 3. i� ```IIIIIIII�I7j/ � 26 �� �P'••VVENSF•• :� o � �i .060 a 2.725 2.250 � _: No.70582 �_ d •• .662 I I ��1.937-�I 16. 6• :�Q•• STATE OF •'• � drawing no. II II �toRlvR•� ��'. W15-30 -1.7501 FRAME BOTTOM CORNER VENT BOTTOM CORNER /O�/ql�����` s.1 VENT BOTTOM RAIL 3.1 FRAME SILL , FL #178 0 77/I7111111111 sheat 6 of g