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HomeMy WebLinkAboutAPPROVED FL 22551.114 AL ir -A, jpr'Pr *x rt40 I WWI _ 7 y L-7-- A;;;=. ZIA IF'. 11111 1 1 1 ww" , Application 1YPe Code Verson � APPlkabvn Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Add,i rssPhnE a ll � Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 'F i i -: fl Florida Engineer or Architect Name who developed the Evaluation Report 5 Florida License Quality Assurance Entity FQuality A. ur-an Contract Expiration Date Validated B r Certificate of Independence J y i Referenced Standard and Year (of Standard) FU25S1-R3 2020 Approgyp +ed E.S. Windows, Inc. 10553 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achemorra@)eswlic.rnm Ja la l Fa rooq veronica@afceng.com Manuel Perez 10653 NE Quaybridge Ck. Miami, FL 33138 maph@bellsouth.net Exterior Doors Swinging exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer . Evaluation Report ; Hardcopy Received ]afal Farooq PE-B1Z23 Keystone Certifications, Inc. 07/16/20Z5 JAVAD AHMAD PE, INC. (0 Validation Checkiist - Hardcopy Received fttandard ASTM E 1885 ASTM E 1996 TAS 2(} 1 TAS 702 TAS 203 Year 2013 2017 1994 1994 1934 �Fl Equivalence j Certified By of Product Standards 'a1 Sections from ft Coda Y 1 1 ' ' , r b� I y IF ,14 f F 7 * — i �I 7 • � 1 t • � j �''-, "•' "f � '.tip t ! 6 1 • _ _ + i ai • .. . f. { trFS 1 - r r a,. i { r 1 RAPhL , ■ , ' ~ , 1 � F h 11 fly F _ 77T77T1 �1 + t I ■r r { � a r • , .I I r IL' •' J { It + Y ' YLt "A + Y t op {,dF� L C ' T' y�fyF.1 % 1 • yr- .9t F a FI + 16. d. _ + f '. lb i• d,' ` 'ti_ '!.. .. . �r- _� ,ate„r'•, - L YIF • F {y • ' ' ', r r , � i F F•F +L — FY •F' +1 i t* r. Product Approval Method Date Submitted pats Validated Date Pending FBC Date Awl,wd r•. LIP .IP WE & iiftA - prowl � Licensed RoMslonal Engimwr or Architect - - - A Method 1 option D 10/21/2020 10/22/2020 10/30/2020 12/1612020 5 *_ L a�Y _�;, 7_f 7F�� '_ �■r'Fla •I�� �i� I Fi .4 •��F-rt !tiy � '�• _ 4� • _ di Untact Us :. 2601 511fir Stone Road. allahame FL 32322 Etong, j50-487-182& The State of Florida is an AA/EC-0Y employer; : aj Xlcy Statement :: acoessi bilb SUte * # �f Under Refund 5tateffleal Floridalorida law, email addresses ■ publicr�rdst if you do not went your e-mail address r d in pion to a pu i U ., dndelecbwlo not seare i . Instead tact the a phone or b traditional itio n a l mail. it . If you have any questions,, please contact 0 - r 1 . *Pursuant to �r rr rl t� this �� � 455.275(l), Florida Statutes, effective October 1, 2012.,licence licence under Chapter 455., F.S. must provide the Department with an ern`all address if dwy haw one. The eri'iaMls provided may used ai for o al communication with ce�'r the licensee. Ho email address are public record. If youdo not wish to supply a please provide the Department with an email address which can be made available to the publiQ To ine if yw are a licensee undue Chapter 455, F.S., please dick �. Product Approval cam#s: Credit Card a Safe ALMFAROOCI CORPORATION CONSULTING ENGINEERS 8 PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER I G204 • METHOD 1 OPTION D FL 22551 Date: 9/22/2 Detailed Product Description: Manufacturer: E.S. WINDOWS. LLC Manufacturer Address: 3550 N.W. 49 STR Model Name: Maximum La; '— MIAMI. FL. 33142 ERIES ES-EL300 ALUMINUM OUTSWING ENTRANCE DOO awl-� 0 +80 PSF, -80 P&F rge Missile Impact) Installation Drawings tl W16-71 This product complies with the High Velocity Hurricane Zone iHVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X ,Yes No Mandatory Tests (Tested in accordance with AAMA 101/1,.S.2/NAFS/TAS-202) TEST'' =�'�.: 1 � �- DESCRIPTION TEST LOCATION TEST REPORT TEST Test �.. - , �. •:.,:- ; :�;._,�:. DATE REPORT � Sealed by ASTM E283 air infiltration Blackwater Testing Inc. 06115/2017 BT-Esw-17-408 Constantin 8ortes. P.E. leakage 1011112018 gT-ESW-18-006 ASTM E331 EEEEW�� Water Blackwater Testing Inc. 06115/2017 BT-ESW-17-008 Constantin Bones, P.E.. OR ASTM 547 & Penetration 10l11/2018 9T-ESW-18-006 TAS 202� ASTM E330 Uniform Static Blackwater Testing Inc. 05I15/2017 BT-Esw-17-408 Constantin Banes, P.E. & TAS 202 Air Press. ].0/l1/Zoi8 OT-ESW-19-006 AAMA 1304 Forced entry Blackwater Testing Inc. 06/15/2017 BT-ESW-17-W8 Constantin Borten, P.E. Test 1011112018 6T-ESW-18-006 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) 1 TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT M Sealed by , FBC 1626.2 Large Missile Blackwater Testing Inc, 06/15/2017 BT-ESW-17-008 Constantin Bones, P.E. (TAS 201 & 203) Impact & 10/11/2018 BT-ESW-18-006 ASTM E1886/1996 Cyclic ANSI Z97.1 Linder the limitations of the attached installation drawings, to the best of my knowledge and ability, the above roduct conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: -1 Jalal Farooq Al-Farooq Corporation PE ii 81223 EB # 3538 Sealed: 10/19/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 Tam, 305.264.8100 1 F: 305.262.6978 I www.afceng.com i alfarooaCnlafcena.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES--EL300 ALUMINUM GUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN 8E ON ONE OR BOTH 51UES OF DOOR. DOORS WITH STD. THRESHOLD (ES-EL300-002) APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLD (ES-EL300-03) NOT APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 5 FOR DETAILS. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON --COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREW$, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (xx) DOOR CAPACITIES SEE SHEETS 2 & 2.1. STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEETS 3 & 3A STEP 4 FOR SIDELITE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE 'SYSTEM. GLASS TYPES 'B' & '61' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. SAFEGUARD REQUIREMENTS TO BE VERIFIED. Sealed: 10/19/2020 A-- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATiC•N PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CON04TIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD FOR THE PROJECT AND WHO WILL BE RESPONS18LE FOR THE PROPER US£ OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R_ FL #22551 VN n E 0 F � x iL O CL W iN CL 0ti C ora $ Ipa0Q.4 V NIA Er 3 Q it n w�LL w �V1= in C)md Q �ao) In I a n drawing no. W16--71 sheet 1 of 3/16" HEAT STREN'D. GLASS lil 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS z r, 3 h 090" Interlayer 090" Interlayer Z � °4 4 Trosifol PVB Trosifol PVB F ru a OR'Kuraray America. Inc.' 0 'Kuroroy America, Inc.' U .090' Interlayer .090" Interlayer N ` M 5entryGlos SentryGlos Lu Lu By 'Kuraray America. Inc.' By 'Kuraray America, Inc.' H 4. OR 090" Interlayer OR .090" Inter€dyer G t m n Saflex Clear And Color Glass 'Eastman Saflex Clear And Color Gloss 'Eastman a ui TI O M By Chemical Co.' By Chemical Co.' 8 OR OR O a 075" Interlayer vp� 075" Interlayer Saflex CP With PET Care Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co,' Q Lu j � Lu Lu 0 = m 3/16" HEAT STREN'0. GLASS 3/16" HEAT STREWD. GLASS J 0 0 Q J SILICONE SILICONE w DOWSIL 985 a Ly DOWSIL 985 In m DOWSIL 795 0° DOWSIL 795 :i M1 z A41 DOWSIL 2400 z DOWSIL 2400 r+ co (n1 I 0 II N II II — w7 I I II O � II Ij II II NOTE: f 7 V EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED 15 FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. C S w M4 M4 M4 g SQUARE BEAD 0 ON f LASS TYPE 'A' GF.ASS TYPE 'A I' � 0 7/16- OVERALL LAM. GLASS !" OVERALL INSUL. LAM. GLASS 3 J z oLj J o v — 1/4" TEMP. GLASS N W La 3/8" AIR SPACE f/4" HEAT STREN'0. GLASS 1/8" HEAT STREWD. GLASS 090" Interlayer 090' Interlayer 3 8" AIR SPACE CONSISTING Trosifol PUB Trosifol PVB By 'Kuroroy Americo, Inc.' By 'Kuraray America. Inc.' SPACER. 'HELIMA' LOW PROFILE ALUMINUM SPACER 1/6" HEAT STREN'4. GLASS 3/16" HEAT STREN'D. GLASS 8Y 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. ,y SILICONE SILICONE PERIMETER SEALANT: ~m DOWSIL 983 m DOWSIL 983 SILICONE (n M7 1 In I M1 i DOWSIL 791 GE 2000 m a m 0 jI II T1iklff c I ♦tt�t ��. - IF � sir m Of Or M+ w w A1o.81Z23 n M+ zm V CLASS TYPE 'B' 7/16" OVERALL LAM. GLASS GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS '► s Sealed: 10/19/2020 0 r'a ��; ♦ drawing no. 6-71 GLAZING OPTIONS FL #22551,,/r�i1111filf%1,Itk Sia 12 SURFACE APPLIED FALSE MUNTINS MAY BE USED ID m r " rn W rn 'm 01 j5 w O O la O 7 5/8" MAY HEAD/SILL CORNERS 39 3/4" 36 3/16" LEAF WIDTH 26 3/16" D.L. OKI 32" MA}C, HEAD SILL $J4. SILL TYPICAL ELEVATION ( x ) to 'n a! �' <� w � v �1 C FRAME WIDTH 36 3/16" LEAF WIDTH HEAD ANCHORS AT STILE ENDS 26 3/16" (4) AT 3" O.C. SURFACE APPLIED F45E MUNTINS O.L. OPG. MAY BE USED II I I I I I x M � V) � Q1 °d o O t 0 ll __- -- rT� I r I I I I ACTIVE ' ti INACTIVE 7 5/8" MAX. 12" MAX. SILL ANCHORS AT STILE ENDS SINGLE DOORS LOAD CAPACITY -- PSF GLASS TYPES 'A', 'Al'. 'B' & 'B1' FRAME I LEAF THRESHOLD TYPES ExT,{+) INT.{-) WIDTH HEIGHT WIDTH HEIGHT 39-3/4'. 96" 36-3/16" 93-9/16" STD. 80.0 80.0 39-3/4" 98" 36-3/16" 93-5/8' ADA 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC-219 CORNERS SILL STD. SILL TYPICAL ELEVATION (xx) cn �W E i� O U DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'A'. 'Al'. 'B' & •Bl' FRAME LEAF THRESHOLD TYPES EXT {+} INT,{-) WIDTH HEIGHT WIDTH HEIGHT 76" 96" 36-3/16' 93-9/16' STD. 80.0 80.0 76" 96" 36-3/16' 93-5/8" ADA 813.0 1 80.0 GLASS O.L.O. FORMULAE: O.L.O. WIDTH = FRAME WIDTH - 13.563' (X DOORS) (FRAME WIDTH — 23.625")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT — 11.43B" (STD. BOT. RAIL.) FRAME HEIGHT — 14.875" (HI —RISE BOT. RAIL) u 0 �1 n � rr J Ek r �� ■ 91 QD _ i� _o Ir I % ICJ w cr) Co Co 0 06 J 0 0 \ I y rI f'f'��: No, 81223 Sealed. 10/19/2020 �r,��., o FL #22551 co u] I 10 b � b to O G � u � X D L J W Z In 1Il n o Z co LL— Lu LG w W,I;j2r drawing no. w 16-71 sheet 2 of 12 a C 39 3/4" in SURFACE APPLIED i W FALSE MUNTINS MAY aE USED U TYPICAL ELEVATION ( x ) SINGLE DOORS LOAD CAPACITY - PSF GLASS 'TYPES 'B' & 'HI' FRAME LEAF THRESHOLD TYPE EXT.(+) INT.(-) WIDTH 1 HEIGHT I WIDTH I HEIGHT 39-3/4'1 108" 1 35-3/16" jo5-9/1ra"I STD. 80.0 1 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 76" FRAME WIDTH 36 3/18" LEAF WIDTH HEAD ANCHORS AT STILE ENDS 26 3/16" (4) AT 3" O.C. D.L. OPG. c 1! II � II, _ 11 J 4J II II m \ IL CL - n b II li ! rI\ II II li II n \ fi [3 � f I I I ! E I I I I \ I I \ I I I E , I ! I I I I ! I \ !I \ i I I I I ! r I I I 1 / k I I k! I I I I I f I I I I / 1 I I I ACTIVE `� INACTIVE 1 � S._ 12" ~~SILL ANCHORS 7 5/8" MAX, MAX. AT STILE ENDS HEAD/SILL HERD (4) AT 3" O.C. CORNERS SILL 5TD. SILL TYPICAL ELEVATION ( xx ) DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'B' & 'BI' FRAME LEAF THRESHOLD EXT.(+) TYPE WIDTH HEIGHT WIDTH HEIGHT 76" 108" 36-3/16' 1 105-9/16" STD- 1 80.0 1 80.0 GLASS D.L.O. FORMULAE: D.L,O. WIDTH = FRAME WIDTH — 13.563" (X DOORS) = (FRAME WIDTH — 23.625")/2 (XX DOORS) D.L-0. HEIGHT = FRAME HEIGHT — 11.438' (STD. KT- RAIL) = FRAME HEIGHT — 14.875" (HI —RISE BOT- RAIL) '1��►11L11I11►,�I No. 0122 Sealed: 10/19/2020 `.,�'• .••���.�. FL #22551 1 N rt I Z �m O I- � M 2 Q�2 j�QD p U G w t7 to H LL V N M U Q La ri � 0 0 O W (A 0 n a WZItL 6 U6 zy= M J 0ma j 421�f S^ J w o I N i_ a oo a�i v v u drawing no. W16-71 sheet 2.1of 12 37 5/8" 148 1/16" r FRAME WIDTH FRAME WIDTH n i 34 1/8" 34 1/8" 36 3/16" 34 1/8" � � 3 PANEL WIDTH PANEL WIDTH LEAF WIDTH PANEL WIDTH M �` HEAD/SILL ANCHORS Q q AT STILE ENDS IIz I. 24 1/8" 24 1/8" 26 3/16" (4) Al 3" O.C. 24 1/8" g SURFACE APPLIED zn SURFACE APPLIED - rn Q a o FALSE MUNTINS D.L. OPG. x m FALSE MUNTINS D.L. 0 G. xd m w �i O G 6 o MAY BE USED z MAY BE USED a z o w N L F A t m�u �W I IIIa� - Otcy MO fl 3 V 0 1 I a ir__rT \, d W IL II W N - O � Z M W = = u r = = W w vi La arc a C° I 1 �' w n a' 0° II \ II �' CD t- r 0 Q II t � zi J O w r1 rr o _0 p o C --Z�---Ln----�r--- ��r=n----- II 11 n m ii \ii i / oo U-j U II "•• � 11 r+i I I % � � a a J ---1L-- --�---- - it _ 0 - W rT II II II I 3 (IT (!] N II II II 1 ❑ I 1 Q ❑�"� ACn= MACTWE - a z `t o �r2 o '7 5/8" MAX, 12" HEADf5lLL ANCHORS N7 5f8" MAX. L42X. HEAD/SILL Mix 3" 6" 3• {4} AT MULLION ENDS W r7 r HEAD/SILL HEAD CORNERS HEAD CORNERS 51LL SIDELITE WIDTH SILL SEE CHART SHEET 4 TYPICAL ELEVATI-0 TYPICAL ELEVATION { 0 } ( 0-xx-0 ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 50. FT. o V fh m 1-0 G � o ❑ N SIDELITE WIDTH = FRAME. WIDTH - 1-5/8" i (SEE CHART ON SHEET 4) -♦ � VIGEN�'°., � � -tl c 4 No 51223 - � 2 D.L.O. HEIGHT SIDELITE FRAME HEIGHT — 11,438" {STD. BOT. RAIL® 0 drawing no. (SIDELITE) = ) Sealed: 1 DID 912D2D ..• �� FRAME HEIGHT — 14.875" (HI —RISE BOT. RAIL) ��iu�����~1-71 D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH — 13-963" FL #22551 �a►�f��>, sheet 3 of 12 SIDELITE LOAD CAPACITY — PSF OR STAND ALONE STATIONARY PANEL (pj GLASS TYPES W. 'Al', 'B' & 'B1` FRAME PANEL THRESHOLD TYPES ExT.(t) INT.(-] WIDTH HEIGHT WIDTH HEIGHT 37-5/8" g6" 34-1/8" 93-9/16" STD. $p.p SO.O 37-5/8" gg" 34-1 f8" 93-5/8" ApA 80.0 80.0 43-5/8" 82" 40-1J8" 79-9/16' STD- 8p.0 8D.D 43--5/8" 82" 4O�1J8" 79-5/$" ADA $a.a SO.O 39 3/4" 152 5/15' U W FRAME WIDTH FRAME WIDTH 36 3/16 36 3/16" 36 3/16 36 3/16" m PANEL WIDTH PANEL WIDTH LEAF WIDTH ~ _j HEAD/SILL ANCHORS Q F 10 Tf z AT STILE ENDS - SURFACE APPLIED 2fi 3/1fi11 ,n SURFACE APPLIED 26 3/lfi" 26 3/16" {4} AT 3" O,C. Q g R - FALSE MUNTINS Q OPG m FALSE A7UNTlNS D.L. OPG. D.L. OPG. a m w a' O 0, G U MAY BE USED z MAY BE USED Q w N s F �o p --� o C f GIKao f II C�� It z N J � z y- I I Al I I \ z m --=-------- --- II----- ,-II- w w tE w w I f 00 - x ----��----- = zto -------- ----�--- ^ di t2 00 kn I ----- , ----- cl o w rn a-----�C----- � w c) a =____- ---- ____- ---- II / p 0 C v a-----,�----- a p-n----- ------ I I 0 Q J -1 it J J I I \ 11 f 'z 0 Ck a II N n o I , , f N x -- !3 � - _-ll----- - It------ --�-I ---- f � -iw -__-----------r-------}---- i i / 0 II �N I, xl I I � I I x m I I I I I f m II � II II I I A___ __� _ I I f O 00 II If 11 I h O �r J I w I U3 ,n ¢v -- - J1ACTIVE L-�INACTIVE w — J W F 1 l` ■ 7 5/8" MAX, 12" 7 5/8" MAX. ";12XHEAD/SILL ANCHORS MAX HEAD/SILL HEAD CORNERS EAH StLL 3~ t6i 3" (4) AT MULLION ENDS CORNERS SILL SIDELITE WIDTH _ SILL SEE CHART SHEEP —4 - TYPICAL ELEVATION TYPICAL ELEVATION o ( 0 ( 0—xx-0 ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 SO. FT. C a a %�1+v111Irrrrr"`�i ,� �r © o i r' ��N�.. SIDEUTE WIDTH = FRAME WIDTH - 1-5/5" No. 81223 (SEE CHART ON SHEEP 4) w o` v D.L.O. HEIGHT SIDELITE = FRAME HEIGHT - 1 1.438" STD. BOT. RAIL �� '• $T •�= drelw;ng r o. [ � � ) Sealed: 10f19l�U20 o .•• ��. FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) � �� ��`ti� V 3--71 D.L.C. WIDTH (SIDE LITE) = FRAME WIDTH - 13.553- FL #22551 r��r1►1111�17t►��, 3heet3,1vf12 PANEL WIDTH 2fi 3/16" D.L. OPG. J %i SIDELITE LDAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (Q} GIASS TYPES 'E' & 'B1' FRAME PANEL THRESHOLD TYPES EXT-(+) INT.(-} WIDTH HEIGHT WIDTH HEIGHT 39-3/4" lOg" 36-3/18" 105-9/76" STD. 86.0 Sfl.fl 45-3/d" g2" 42-3/16" 91-9/76" STD. 86.6 SD.fl DESIGN LOAD CAPACITY - PSF DOOR TO SIDELITE OR DOOR TO DOOR MULLION SIDELITE WIDTH INCHES FRAME HEIGHT INCHES ExT, [t} INT. {-} is 24 30 38 42 u 80.0 80.0 80.0 80.0 80.0 18 24 30 38 42 80.0 80.0 80.0 80.0 80.0 18 24 30 38 40-1/2 95 80.0 80.0 80.0 76.8 73.0 18 24 30 38 t08 73.2 66.2 60.0 54.0 MOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH SI D ELITE JWI DTH OVERALL FRAME W DOOR FRAME SIDELITE WIDTH I WIDTH (xo) [ox) OVERALL FRAME WIDTH 0 0 OVERALL FRAME WIDTH F A G B \ DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH ( Oxo ) J f E \ if i SINGLE (X) DOOR WIDTH W OVERALL FRAME WIDTH A F DOOR DOOR FRAME SIDELITE FRAME WIDTH WIDTH WIDTH ( OVERALL FRAME WIDTH f \ f Iv SIDELITE DOOR FRAME SDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH WIDTH WIDTH Oxx ( Ono } xxa DOUBLE (XX) DOOR WIDTH APPROVED CONFIGURATIONS NO OVERALL FRAME WIDTH A A F DOOR DOOR FRAME FRAME SIDELITE WIDTH WIDTH WIDTH { xxa Oxx OVERALL FRAME WIDTH OF J f f E \ \H ! fi • '!i !i si r f \ noaR [13IDELITE DOOR FRAME FRAME WIDTH _ WIDTH WIDTH oxxx xxxo xxxx No. $1223 ST Sealed: 10/19/2020 %�'' • n FL #22551. 00 4 f N ip � t H m a I v u drawing no. W16-71 sheet 4 of 1 a 31 Ff3C,F DIST_ TYPICAL. ANCHORS FOR SPACING SlD. "THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE FOR SPA ik ADA THRESHOLD NOT APPROVE© FOR WATER INFILTRATION RESISTANCE Sealed: 10/19/2020 FL #2255. DOOR DETAILS ,��f►lflill!!!J •4@��• .• �,lGFN.4�s •, rr Igo. 8722 5T •�� I = ea. a o o x v u drawing no. W16-71 sheet 5 of 12 Isr EDGE DIST. 2BY WOOD BUCK WOOD BUCK OR OR WOOD STRUCTURE a� y S€€ NOTE SHEET 1 MIEfAL • a • e " a LEDGE D EDGE ❑IST. STRUCTURE U I W W N x W co w � 2 ­611 T` cn T cn N TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY `E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON+ BY 'DEWALT• (Fu-164 KSI, Fy=148 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU IBY BUCKS INTO CONC. OR BLOCKS 1 —3/4" MIN. EMBED INTO CONCRETE HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1 —3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4- DIA, T.FK5-0[R SELF DRILLING SCREWS (GRAPE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMS$) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY =4 2-1/2" MIN. 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 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING r-- lr---------------- --�- I F.B.C. APPROVED I I ! CLIPPED MULLION I SEE SEPARATE APPROVAL p I `L ------ ------- Sealed: 10/19/2020 TYPICAL ANCHORS SEE ELEVS• FOR SPACING DOOR DETAILS `,�`►,►Lrrrrrr���� N0.812Y �0 ki FL #22551 ''��,�rP►I►�►►�., vi 0 r � a p ly I � a D U X ro o drow;ng no. W 1 G-71 sheet 6 of 17 N f OpnoNLOCK y 1 1 4" MAX. /4k MAX. SHfM Z 0 z M I SHIM Q 1/4' MAX. :2 SHIM El MS M2A E6 E6 Et2 MY5 0 0 � 1BY WOOD BUCK 2BY WOGS B K �il x TYPICAL ANCHORS OR WOOD STIR Tl1RE W1 a �: � � � SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. EE NOTE HEFT 1 F ry 0 urn �. o• FOR SPACING U a ; 0�� Ln, ° u~i �fCZO N w _----_- T- -__-___--=- _ _ --- -_--- - - - _6.-- - .Vi o akllzliy Ly G LL . _ - c a z g J Zm¢ W - - - - - - - - W Zm Q W � E17 M22 M12 M2fi M27 E21 EXTERIOR E21 v.' TYPICAL ANCHORS SEE ELEV. M5 E1 Ei7 FOR SPACING u� J METAL STRUCTURE D.L. OPG. " on O ,p LEAF WIDTH 0 o "' ca z DOOR FRAME WIDTH x N J ~ a Jw a cv LOCK OPTION #2 I n 1 1 /4" MAX. Z m 0 cr) SHIM Z J 0 EB E12 M25 r} a 2� 1 BY WOOD BUCK o La n I UT If] Q it7 — J TYPICAL ANCHORS SEE ELEVS. FOR SPACING o Lil- I W c 61 EXTERIOR E21 Ms El E17 ° • a DOOR DETAILS o v LEAF WIDTH ♦ ��' �� r DOOR FRAME WIDTH = N Sealed: 1011 912D2O '® s ° ' N� err drawing na. w i 6-7 � ie�`` ''r�i�i�� FL #22 1 NA1 ��` sheet 7 of 12 TYPICAL r SE FORS ,A - MG. 27 LOCK Sealed: 1011 2020 FL #22551 DOOR DET� [S m § z / \. oZ k$$ �. k;EL oE -0 W K ■ot ob@2 ARE« CY 0IL02- 0ub�2 � j � L6 § r]2a� «z$§� f } 7 \ k ± P ,drawing n ]G-7] (sheet 7 1f72 TYPICAL ANCHORS w N 'w EDGE GIST. SEE ELEVS. r FOR SPACING m . - a z a J0 � g � 4 � a rt g _- w /ayyi i ` A I V W [Y .�. M29 C17 a N ��{{ N Q+ p E1 F u H tEn = G~UN� IA25 ir429 Q d an: Q M$ 0 Q3 U E40zo E12 Q � � � pm M2 J 0m¢ Doi aW� � m Ln J I O d I r- S w mm J w m r � CC Q II I I vV) N dLd A I II II - O Z _ I; I; w - rs Q o L EI II 3 I I I I f7 2W III I w w = z III II w = I EI r g � E5 p I ,I a L J y w AA2 N � � E11 SIDELITE DETAILS o E2 E20 w M8 M3 tifill FA of lo, = N C Y • r � ni4. $t22 r » ~ WEEP HOLES v V v F a . a a 3/16" x 1-1/2" q a E19 M25 a q M25 A- ! -b $ 1" FROM ENDS E[1G£ DIST. TYPICAL ANCHORS . ' . 9 TYPICAL ANCHORS Sealed: 1 D11912D2D�: drown no. SEE ELEVS. EDGE DIST. -SEE ELEVS. Iri���' -.._ �`�� FOR SPACING FOR SPACING �Y I-71 FL #22551 '!■►1>> �111k�� sheet 8 of 12 #14 SMS DR TEKS V AT 6" FROM ENDS 1 �4" MAiC. �� ANO 12" O.C. MAX. SHIM Z m A125 E12 M2 Efi E6 AA2 M24 E12 E22 Li2A E6 Q F TYPICAL ANCHORS . SEE ELEV. FOR SPACING A�y� ' _ Li QQ pro U d►a� LL aLcra: o 16"_ - p a a d w LL ? ❑ m EXTERIOR E17 E1 M5 IA24 M26 M27 Eli w � d DL' OPG. M24 E16 M22 MT2 M26 M27 E21 Q w m � F SIDELITE PANEL WIDTH DOOR LEAF WIDTH - m SIDELITE FRAME WIDTH DOOR FRAME WIDTH o o ca LJ o -� r�2A M2 ET2 E22 AR2A E6 EB E12 E22 E12 M24 M2 EB a � 7r LL o J � � v LsJ I.Li v) C O EXTERIOR EXTERIOR E76 Ai22 M12 M26 M27 E21 E21 A15 E18 M24 � at DOOR LEAF WIDTH DOOR LEAF WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH SIDELITE FRAME WIDTH c m o ❑ .N ',y��►lIII11►I►7. No.91223 r ®' 37 drawing no. Sealed:10f19l2020 :, •''• -. W1 6-71 SIDELITE DETAILS FL #2551`r►►i �i,t`� sheet g of 12 lil LOCK OPTIONS: OPTION #1: MAX. FRAME HEIGHT = 96 IN, MAX. LEAF WIDTH = 36-3/16 IN. MAX, DESIGN LOAD = 80 PSF ACTVE I FAF' SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4' MIN. AT HEAD AND SILL FASTENED WITH (2) 010 X 3/4" FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8" FROM 80TTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS x Lr_AV W. 0) I.I I.I \ II \ r % III 1 w i! i \ II f \ I I J ACTIVE j j INACTNE HINGE OPTIONS: OPTION J1: 35 5/1fi" LEAF W. 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF), TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REQD. AT MIDSPAN FOR 82- HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8" O.C. MAX. OPTION 42; MAX. FRAME HEIGHT = 108 IN, MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'BALDWIN' LOCATED AT 37" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 45" FROM BOTTOM CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN & ASSOCIATES' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS F8-1202 BY 'SULLIVAN & ASOCIATES' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS fi / w x i a \ ACTIVE 35 5/16" LEAF W. OPTION .#2: I 41 �% � , J AC1111f "INACMIE 35 5/15" LEAF W. STAINLESS STEEL ATHENA HINGES BY 'SECURISTYLE' FASTENED WITH 12--24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP HINGES AT 9' FROM TOP 60TTOM HINGES AT 7-1/2" FROM BOTTOM (1) HINGE AT MIDSPAN Sealed: 10/19/2020 i.Vr.ENs� oo A ' No. M223 FL #22551 ,I�■rrll11I1iIL�� sheet 1 u7 V) J ! co Y Nf C7 z x V) Q LIJ cq Ln cr- 2 J m 0 � 3zU-Lo o uJ v y 4 W Li i Ln dr4Wlf1g no, W1 6-71 tdANF./SI]PPLIER/RE6{ARKS E1 ES-EL34D-O4, 3 FRAME HEAQ�JAMB 6063-Tfi - E2 ES-EL3atl-Oa2 1 FRAME SILL {STQ.) fia63-T& - £3 ES-EL36tl-tla3 t FRAME SILL (ADA) 6063-Tfi E4 ES-EL3ad-a04 2� LEAF TOP AND BOTTOM RAIL 6a63-T5 ES ES-EL300-Od5 1/ LEAF HI -RISE BOTTOM RAIL fi�63-Tfi - E6 ES-EL30a-02tl 1/ LEAF JAMB STILE fia63-T6 - E9 ES-EL3aD�D21 1 ASTRAGAL STILE {ACTIVE) ba63-T6 - E1❑ ES-EL3tl0-O22 } ASTRAGAL STILE (INACTIVE] fiO63-T6 - E11 ES-EL30O-011 1 ADA SILL W'STRIP ADAPTER Bd63-T6 - E,2 ES--EL3Oa-a12 1 FRAME COVER Sd63-T5 Eta ES-EL30G-a13 4/ LEAF GLASS STOP {LAM. GLASS] bO53--T5 - E14 ES-EL300-a14 4/ LEAF GLASS STOP {LAM. GLASS] &Q63--T5 - E15 ES-EL3oG-015 4� LEAF GLASS STOP {INSUL. LAM. GLASS} 6Ofi3-T5 - E16 ES-EL.30d--01fi AS REOQ. SNAP IN FILLER 6dB3-T6 - E17 ES-EL34tl-017 AS REOQ. EXTERIOR TRIM fid63-Tfi - E18 ES-EL3atl-018 AS REOQ. FRAME COVER 6o53-T5 E18 ES-EL3O0-D19 1 COVER STD. SILL 6Ofi3-Tfi - E2O ES-fip11 1 COVER ADA SELL 6afi3-Tfi - E21 ACC-PL--a20 1 BACK UP PLATE 6a$3-Tfi - E2Z ES--EL300-026 1 MULLION fia83-T6 - M1 ES-5d08A AS READ. GLAZING GASKET SILICONE DUROAiET1ER 65f5 SNORE A M2 ES-P251-GO5A AS REQI], SIDELITE GASKET SILICONE DUROIufETfR 7at5 SHORE A M2A ES-EL3OG-GD1 AS REQQ. DOOR LEAF GASKET SILICONE DUROMEfER 65t5 SHORE A fa3 ES-45T-G09 AS RE4D. ADA SILL GASKET EPOM DUROA6ETER 7Dt5 SHORE A 1�4 ES-21-$adp 2/ LITE SETTING BLOCKS AT 1/4 POINTS SILICONE DURDMETf:R Sat5 SHORE A MS W23221NG AS REDO. PILE W'STRIPRlNG POLYPROPYLENE - Mfi W23221NK AS READ. PILE W'STRIPPING POLYPROPYLENE - M7 W23381NK AS RE4a. PILE W'STRIPPING POLYPROPYLENE - M12 - 4� LEAF HINGE ASSEMBLY -- HAGER iAl2A DNO7-fi405 4/ LEAF ATHENA HINGE - - M22 �12-24 X 1 �2" - HINGE FASTENERS ST/ST FH SMS M23 �8 ?{ }/2" - W'S7RIP ADAPTER FASTENERS ST/5T PH SMS M24 �10 X 3�4' - Flx- PANEL FASTENERS, AT 6" FROM ENDS & 12" O.C. ST�ST PH SMS M25 �'12 x 1-3f4" - FRAME ASSEMBLY FASTENERS ST%ST PH SMS UA26 3/8-16 X 2" - LEAF%PANEL A55E1wiSLY FASTENERS 5T/ST HEX CAP FULL THREAD 18-8 M27 - - 3f8" WASHER STjST HEX CAP FULL THREAD 18-8 M29 �10 X 1--3f4" A5 REOp. HEAD ASSEMBLY FASTENERS ST�ST PH SAAS W �� n 1 cn Z ell vz .. D a I Qa �� 8 � ry CS O N m U N Q: d ~ U 1n 'n w a 0 in o �aIr p8 ai !Y d it Li LL W V) M Qw� m n J I m a g a a 3 NE a —J W tY U1 "t u� CD z _ J m o J �ry W N 'Q 1 (n U) ¢ J W Wry] c 0 L U N N i!1 C � SEALANTS_ ALL FRAME AND LEAF JOINTS AND SEAMS SEALED ,�►►11 °c WITH DOWSIL 791 SILICONE. ��� ������! m N � � No. M223 t v v � ter" ST =41�► drawing no. Sealed: 101191202D a •.. W1 6— FL #2255I 'r• ►rf111tt► �sheet10.1of12 ITEM � PART REQp_ DESCRIPTION MATERIAL jam- 4.000 1130 -j --I FlrjuL. 1.600 L070 1.400 .080 L2.416 TYP. 3.625 4.50❑ L2.096--� E1 FRAME HEAD/JAMB 1,480 !�- 1.827 .120I E4) TOP AND BOTTOM RAIL .07o GFH i I TYP, 1.500 456 1- 3.905 E2 FRAME SILL (STD.) 729 .080 1.173 TYP. 500 .250 T 3-979 �•I E ` FRAME SILL (ADA) 1.226 IF .324 11.314 - E11 ADA W'STRIP ADAPTER .045 TYP. 1.066 1.696 E12 FRAME COVER 1 7. HI -RISE BOTTOM RAIL 5.000 .080 F TYP. F-4,125�i JAMB STILE 711 .045 YR - 1.119 287 TYP. � ��.289 TT-I-f .0.601 T ,040 1.706 E18 FRAME OVER E19 COVER STD. SILL E20 , COVER ADA SILL 00 a� 1.490 E9 2.065 4.125 .080 TYP. 5.796 ASTRAGAL STILE (ACTIVE) 5.796 .080 F TYP, 4.125 ASTRAGAL STILE (INACTIVE) 3.182 �j I! r- .303 .070 EXTERIOR TRIM R 793 .793 .231 ra Z J oaF- .873 '873 -873 .062 H. n22-1- 2,065 Typ. TlP. I �j �. 0 U C us n a x E13 Eta E15 � � N � GLASS STOP (LAM. GLASS) GLASS STOP (IN5UL. LAM. GLASS) a SNAP IN FILLER lz j 1.400 0 cn 0 rh 1 SS �' Ir z n Q UJ LL Iq Z jc7WQ_j .070 Q W M TYP. 170 y- 4.000 - co 2.096 a � a � a a .303 2.516 CJ ~ J I a -jw 22 MULLION p r7 -` p w lal r'n.y 01111-11011 No.81223 ^_ ` ST IV drawing no. Sealed: 1011 91202D W 16-71 3 FL #22551 �`++�►+11I+1i►►�'►`� sheet 11 of 12 CAM BOTTOM CORNER DQ()R/SIDELITE FRAM BOTTOM CORNER 2 2 DOOR LEAF CORNER SIDELITE PANEL CORNER ACCESS HOLE �``y• �^ FAQ '• No. 01223 Sealed: 1011912020 \o. ••• � = FL #22551 LU rl LU i 0 Z a Q � � N 0 U d � Yr2p4 Lu 0 b RM1 v p uitq ►1 d M 9 0 Q O G ei QluLC, N V} p �WDL � J zma w 0 ro kn Ln 4X In O � Q im O 2 N U� w o �w x vi t; N m CD inin"gym p z J v 3 Z o w 0 = u w Es.l�g r o � a a � � 4 .f F j� O A O � L a � c u drawing no. W16-71 sheet 12 of 19