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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies- 2/16/2018 Florida Building Code Online J.t acute 1 EYE ,,ramFIRanrrlye .A�urdeelr aenegiktsioys 4aut�cac�rP, i Product Approval y USER: Pubpc riser Product Approval Menu > Product or ApPlIcatlan Search > jjggfication Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL18320-R2 Revision 2017 Approved SIW Impact Windows, LLC. 975 S. Congress Ave. # 102 Delray Beach, FL 33445 (561) 274-9392 ALOPEZ@SI WIMPACTWINDOW S.COM Javad Ahmad alfarooq@afceng.com Chris McDonald 975 S. Congress Ave Suite 102 Delray Beach, FL 33445 (561) 274-9392 cmcdonald@siwlmpactwindows.com William Fernandez 975 S. Congress Ave Suite 102 Delray Beach, FL 33445 (561) 274-9392 wfernadez@sfwimpactwindows.co3HARETTE INT. ARCH Exterior Doors AR 0016279 Swinging Exterior Door Assemblies 2828 N 38 TH AVE HOLLYWOOD ,FL 33021 Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Receljved II Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Manage Quallty Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez, P.E. ,�' Validation Checklist - Hardcopy Received CertiFlcate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FJ83_1C93_ - - 0- - sPZ d Standard Yam[ O� TAS 201. 1994 TAS 202 1994 TAS 203 1994 https:lMnvw.floddabuilding.org/prlpr app dtl.aspx?param=wGEVX%-ADquvosrHazGXQWi%2blQ2bJlg4zhiFiMORlineg8lvglizgQ%3d%3d 113 W16/2018 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/11/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 of FL # Model, Number or Name 18320.1 Series *500-10' Single Aluminum Outswing Entrance Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: See drawing W17-108 for Installation details Description Large missile impact resistant aluminum outswing door Installation Instructions iFL 8320_g? )) SS-SIW 500-10 Alum OS ED (I Mj)-2017 OM G W17-108.pd Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL1$320_ ?Q ,_AE 5S-SIW 500-10 Single Alum OS P�1 (lam)-E 201 dfdf Created by Independent Third Party: Yes 18320.2 Series '500-11' Aluminum Outswing Entrance Door Large missile impact resistant aluminum outswing door Limits of Use Installation Instructions Approved for use 1n HVHZ: Yes FL18320_R2_11 SS-SIW 500- 1 Alum OS ED (I MI)-2017 DWG W17-107,gdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: See drawing W17-107 for span vs load combinations Evaluation Reports and Installation details LF IS320_R7_AE S-ST 0o-li Alum OS ED (LM -PAE 2017.odf Created by Independent Third Party: Yes 18320.3 Series 'S00-12' Aluminum Outswing Large missile Impact resistant aluminum outswing door Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: See drawing W17-55 for span vs load combinations and installation details. Installation Instructions FL18320_Q? II SS-SIW 500-12 Alum OS (LMI)-2017 DWG W 3-55.Ddf Verified By: Javad Ahmad PE 7OS92 Created by Independent Third Party: Yes Evaluation Reports FLIS320_R_SS-SiW 500-12 Afum OS lLM PAE 2017.{ ddf, Created by Independent Third Party: Yes 18320.4 Series'S00-9° Aluminum Outswing Large missile impact resistant aluminum outswing door Door W/Wo Sidellte or Transom Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See drawing W15-45 for span vs load combinations and installation details. Installation Instructions FL18320_R21I SS-500-9 OS A Door (LMj)-2017 DWG W15- 45.Ddf Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports El 18320 g2_6E_SS-500-9 OS A Door ( yI)-PAE 2017.11df Created by Independent Third Party: Yes aa9 tlext canto :: 2601 $fair Stone Read Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an ANEEO employer. Copyright 2007-2013 State of Fonda.:: Privacy Statement :: Ai;019 i6ty 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.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 https:/Avww.RoHdabuilding.orglpr/pr app dtl.aspx?param=wGEVXCmdDquvosrHazGXQWiig/g2blQ2bJlg42hiFIMOR11neg8lvgilzgQ°/o3d%3d 213 2/16/2018 Florida Building Code Online address, please provide the 0epattment vnth an emall address which can be made available to the public. 7o determine If you are a licensee under Chapter 455, FS., please click bM. Product Approval Acceptst ® Credit Card. Safe https:/hwnvfloridabuilding.org/pr/pr app dtl.aspx?param--%aGEVXQw(DquvosrHazGXQN%2b1Q2bJlg4zhiFIMOR11neg8lvglizgQ%3d%d3d 313 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. t APPROVAL APPLIES TO SINGLE(X) AND DOUSLE(XX) LEAF OUTSWING DOORS SEE SHEETS 2 & 3 FOR DESIGN LOAD CAPACITIES. SINGLE (X) AND DOUBLE (XX) DOORS M41H Low -RISE AND HI -RISE THRESHOLDS ARE APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SINGLE (X) DOORS WITH ADA THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, LIMIT MAX. EXTERIOR (+) LOADS TO 55.0 PSF DOUBLE (XX) DOORS WITH ADA THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). 1BY OR 2SY WOOD SUCKS, at 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 DETADS AND INSTALLED PER LIANUFS 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 NIGH IMPACT, NON-MEdLLIC AND NON-COMPM%SI8LE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREW$, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA aLOG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE $PEOIFIC PROJECT, 1.9. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL MmUFACTUPSM$ LABEL SHALL BE LOCATED ON A REAOIL.Y VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, LABELING TO COMPLY WITH SECTION 1709.0.2. 3/r8' HEAT STREN'0 CLASS 1/4' HEAT STREWO GLASS *Au i ,�0' it"ftar 090�laatartayot By 'Kwway Amwka, Inc.' By 'KOrasoy Amwka, kw: •%' HFAT STREN'0 CUSS 1/4' HEAT STREN'0 GLASS I% a kc 9'1� 00 Eli \ 17 \\ \ 7 ti \\ o tQ¢ iSi 13 l 12 ` 14 i i 12 � Cr �' zcs f ! f •' ! ! LLz$•'� CO SILICONE V t� .�_S_ �WB9 \\ / \\ / DOW 995 21 __-_. -. 21 .__..... _... _..... _... __.. ..... CTASS TYPE 'A' CLASS TYPE 'E' 7/l O' OVERALL LAM. GLASS 9/16' OVERALL LAM. CLASS � N f: e7.TN� G OPTIONS o: O r, a8t4 en InO�iC cR B u� FL #18320 �'_ C •� 7NG PHK�OO�Rf tu:CD ON T9: PRDWCTPVAC�FW��e tWN `�\SS11iYa' OUT.uUTiO To W PRON TMC CONOff101C DEtAAED ��'�.,.....' •iJ �{J PRtOWOCD NE/SHC D9C5 NOT ONNTC ON Tw. Documw. Y 9-TTffi PROOVCT &ALUQWN D0C9+MENT WAL aC CON%ZQ= ONAUD G .. N0.70592 AU= VV ANY MEANS. - n C-sn SPEfJRC PRCLFLT: SRNL OC PRTPNEO ar A FLORA RCC6 Ln!) 04ACER OR ARGe = wN NL RESOW TIE 04MMR Of RECORD (LO1) FOR TIE PRWCCT ANO W110 WILL OC KCPONSIaIL FOR THE PROPER � UE RECORD. AMNO D4NMR OF RD. ANO AS A OCLEGATED GC OP 7t%+0 •n °F 04moTO TLIC P.LO. ONONL01 WALL SIBWT TO TNLS IAJiCR iRC GaE . ` SPenPIC bRowc MR RAM. °P••' ` drawing no. W 1 7-55 ARXW O+NZPLO. SWAL. e°R THE orIC a Tw p SGL AID SIONA1URt Of PI�Ait jol it%% nlE R+nPr-oRr1- ERDUEOR of A[CAPD rwG P rt. APAit11111111 shoot 1 of 10 SeWed:1217/2017 3 3/4' MAX 3 3/4- MAX. 3 73' //�� fdlX. �r+l HE1D HE1D/SILL c�RN� 'Fr �• DDRNERS SURFACE APPLIED J FALSE MUNfl- �J MAY 8E USED 39 3/8' MAX D.L. OPC. 49 31e MAX. DOOR LEAF WIDTH TYPICAL El EVATICN ( X ) 0, FRAME VADTH 1 3• (6) TX ENS 13, A (6) AT 3' D.C. �-` HEAD / SLL Ll II Ilr I I \ F 1 l ,jo / \ -- ll 11 ^---J^--=- 1 I Il \ ,1 N N /•� HNACTN£ ACLNE UI n 3 DOORS WITH O Rpm LOW-RISE THRESHOLD v a HI -RISE THRESHOLD cr & a � !o DOOR O 1_0. rnn14 a 9 �N v 0.1-0. HEIGHT - FRAME HEIGHT - 15.875' 3 ' D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.825- 4A r D.LO. WIDTH (XX DOORS) - (FRAME WIDTH 22.875)/2 qol� Lu OR � y'' r4 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1p SURFACE APPUEO C C7 / Y�SOl 11 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAGS-DEC-219 FALSE MUNTWS MAY BE USED 39 1/4' MAX. ANCHORS 10 D.L. OPO. (5 SRC ENDS ("�) AT 3' Q.C. 49 1/4' MAX. VERIFY COMPLIANCE WITH EGRESS LIMITATIONS DOOR LEAF WIDTH WHERE REQUIRED. TYPICAL. DOOR OPTIONS ELEVATION ( XX) `1117itIll IL//// DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) CLASS FRAME DIMS. LEAF DIMS. LAN -ELSE B ffi-Itt9E TBRMOL.D TYPES WIM HEIGHT WIDTH HEIONY Ea 4 W . - . 'K 39• 120' 30-3/8• 176-1/8• 60.0 80.0 'B 3V 144' 36-3/8• 142-1/B• Wo 60.0 'B' S2' 144' 49-3/6' 142-1/B' 55.0 55.0 APPROVED FOR WATER OIHLTNAIWN ftb4l�ANR:. • DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) CLASS TYPES FRAME DOHS LEAF DIMS, 1AH-IUSE BID -RISE THRESHOLD WrosH 11Elctir WIDTH I HF1CHr EXr. + W . - 'A G '8' 7tl' 120' 36-3/ta' 1t6-1/8' 60.0 1 60.6 •B' f01-3/8 144' 49-1/4' 142-1/e 35.0 55.0 APPROVED FOR-WAIEN WFILTi EUX H61 ILANVL S `may; drawing no. 19...•.....N,r�.. W17-55 FL #18320 Sealed:121712017 S2" MAX 101 3/e" MAX y Ito I FLUME WIDTH FRAME YIIDTH 3 S/4' MAX. S" 13" A sLL S 3/4" MAX(8) HEAD ANCHORS 3' AT STU ENDS MAX AT 3" O.C. HEAD A �j� SILL z t a },• HFaD/Slu• 1MAX, , ' cOAHERsu SURFACE FALSE M1Y / i' B-DPnoNu � t rtrrrnr- r-un_ rp I' I t I ..—A---�i.---IL _ - 'OPTIONAL \ — s I --- I 1 INACTIVE I ACTIVE olleas IL DOORS WITH 6 0 O D 1'�aT A ADA THRF )TOLD vt c&g<� 2 N ODOR 0,LL0. DIMS, 0.1-0. HF10HT - FRAME HEIGHT - 15.313--J O 0.1.0. WIDTH (X DOORS) — FRAME WIDTH — 12.625" y�< 0.40. WIDTH (XX DOORS) + (FRAME WIDTH — 22.87b)/2 x M w 1R(CSa yl H ,Yom v a' ya�io NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) a 1, AND FLORIDA BUILDING COMMISSION 2 09 SURFACE APPLIED C2 m DECLARATORY STATEMENT DCA05—DEC-219 C 6FALSE MUNTMS ]' 39 3/6' MAX iO MAY BE USED 39 1/4" MAX. SILL ANCHORS 'O ii55 v 0.4 OPG, AT STILE ENDS DA. OPD. (6) AT 3" O.C. NOTE: 49 31e MAX, 49 1/4- MAX. VERIFY COMPUAPICE WITH EGRESS LDATATIONS DOOR LEAF YAM DOOR LEAF WIDTH WHERE REQUIRED, e u TYPICAL EVATION TYPICAL ELEVATION o ( X) DOOR OPTTQNS ( >pt) `111pn1u1u� �� ^c DOORS LOAD CAPACITY - PSF SINCIE DOORS (X) CLASS Tnw FRAME D1L5. IFAF DAIS ADA T'IIItP.SBOID WIDTH HOdiT W'IdiH FFIFICNT - + tNI. - 'A' 39' 119-7/10' 38-3/8' 118-1/8' 60.0 20 60A 143-7/16 3e-3/8' 142-1/0' 80.0 'B' SY 143�7/18 49-S/8" 142-1/e' 55.0 55.0 I=' MN4 GULR 1T - • WHERE WATER LNFATRA RESISATNCE i5 REOD. DOOM TOAD CAPACITY - PSF DOUBLE D00ffi (XX) GLASS FlWAE 006. LEAF 05/S ADA TBRFSHOID TYPES W1DTH HEIGHT WIDTHS HEIGHT - 'A' 41 'B' ?a- 119-7/18 30-3/10 118-1/8- 80.0 60.0 •B' 101-3/8' 143-7/10' 49-1/4' 1 142-1/8- 65A SSA �• No.70S92 • r a • Yr' 3 IF drawing no. NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISATNCE ,�.s; •' 10.., �`��` W 17-55 IS RZOD. - ...... ��� FL #18320 111r 11L111 ahool 3 o11Q Sealed:12f112017 �` •'� • . CONCRETE .. ? 3 IfSl MIN. i° �I o I Q © Uu J i ro SEE LEAF CORNER -DETAIL ON SHEET TO POURED h NAWENED HIGH STRENGTH GROW I'a - 51110 PSI MIN,NOT BY STW. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD DEARLNG (WUD sus C 1 OPnOmAL TO cRoUT) TYPICAL ANCHORS ,—SEE ELEV. FOR SPACING ;�'� -w A:.�;LR:::::::'.�.kaa.- /i<s`�,iiK���'�?•11"•vi?5'fa CxRi,. !:lAPPA'0 -RISE 1HRE3H�DRI���R�H�D EDGE D=. ��VI jjj ! n FOR WATER RESLSTANCE APPR•O FOR WATER RESWANCE 9 .': .•. .�cot XKTYP MR SEE ADA THRESHOLD WE APPR'D FOR WATER SWANCE W/ (x) ONLY NOT ~D FOR WATER RESISTANCE W/ (XX) DOORS z m�# d 5 0� 0 06;o a u'N�L' �O QdM z � U C' dVm N m IUQ FL #18320 ' f � � tlTowinq no. ` ` W17-55 'S.'e: ...... rat%'--: BUCK BY OTHM WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. '1'YYIGAI. ANUHUK,: SEE ELEV. FOR SPACING 1/4" DLA LIlT A ON BY' I .D' (F+-f77 K51. Fy-tm 1m) MIN_ ENC:T�/4' INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GOUT FILLED BLOCKS 1-3/4" -MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) I le DLA TEKS OR CFI F 118111 ING SCREWS (GRADE D CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: T/8' THK. MIN. (6063-T5 MIN.) STEEL-• 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAWND) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - i" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG - DAM MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc - 3000 PSI MIN. C-80 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. �� w D �r=====v_—_= =-__�z �I FJi.C. APPR'0 MULUON II Z m 0 II SEE SEPARATE APPROVAL II IL a LL 0� � W3 0aco TYPICAL ANCC SEE ELLVATIONS FOR SPACING OWE a O n Q m -1 a 111. 301 J as Q �o°FiF� 9 JN JO y SaM 'Z Ci PCs m V' U I "I :. c.c :: �G No. 705M ••• .� A P Y` drori ns no, W17-55 FL #18320 Sealed:12A/2017 7YFICAL ANCHORS SEE ELEV, FOR SAAf3NO .al.� O(TeRiOR 3 RNISHM BY Onim 1/2' M we OACTIVE \Xi EXTERIOR (XX) O IE3mv MAX %" Y n OF �� drawing no. � •••........ W 3 7-55 FL #18320 Sealed:121712017 .064 IIf .7d0 —T 2094 1.00� OSO t.3d9 1.000 1� 1050�J' 8$ �'+iI N Z � � 3 1 1.7bo Ad2 062 Zj n F-2.122 L 1.23a -••III 1.258 1.2d0 O� 12 INT. GLASS STOP 9 QO O O �g• d g N FRAME HEAD n HI -RISE THRESHOLD n34 CHAIR RAIL 21a .094 p .094 �y� .6a2 .a92-y I—,— 4.daa � ' }� 1.00000 A'30 1� C 4 O F a n V u ,, 0 A zg gd w ws a.040'•---•••'•t �� 1 07d j-1.900-1 II 100 2.4a1 I fe0 Tip. .144 Q�ilai 4.000 12S :tyt, .�--HINGEXLOCK-.STILE-..-__.__ EXTERIOR GLASS STOP t3.1 13 �"- O (7/16" LAM. GLASS) __. _ _.-_._ ...____.�_._. n FRAME JAMB ^ 4 937 � ¢_ . _�i —.37d •076 tti1� SNAP COVER d4o s4o � ASo 1.389 0 1.00 .003 q n44 n44 1.00D �j JO 1$ CAS Q 7N �y TOP RAIL .4437 .170 � t•-.0.1a t.0¢.49 r.aa2 EXTERIOR GLASS STOP 14 (9/1d' IAM. Cd/SS) 74.1 ` v a x gam! a< V m .. 2.118--�1 1.760 1 * a•� no JAMB SCREW COVER 1 1 I F•�3,000---� 1.900 .293 31 FLUSH BOLT BLOCK ' 100 Tt1'. 1.239 .717�j I .O62�•{�� I C G _ V u /� lo/ II Ado to DOUBLE DOOR ASTRAGAL 41d THRESHOLD COVER j'--5.189� 12d AHr7�'/' I —.d20I'0 .L1 784 N 1.900•^•I BOTTOM RAIL e m c .tl5d 7. 2.a 1.2d0 ._ bC5 .760 —4.601 j�'•�:; • o.�wvO1f2.094 2.07nag sa3;��_ dWra1wni7ng—no5. n2 LOW—RISE THRESHOLD t.37d tat SINGLE DOOR ASTRAGAL 9� n ADA THRESHOLD n INACTIVE STILE REINF. FL #18320 i��S� ' t anddt _y sf?l Sealed:12l7l2017 LACK OPTIONS: OPTION AI: STn 3 POINT 1`OCK MAX. FRAME HEIGHT -- 144 IN. AX M. LEAF WIDTH - 36-3/4 IN. MAX. DESIGN LOAD - +60.0 PSF -60.0 PSF Sro 9 POINT LOCK MAX. FRAME HEIGHT m 144 IN, MAX. LEAF WIDTH - 49-1/4 IN. MAX. DESIGN LOAD a +55.0 PSF -55.0 PSF ACTIVE I FAF1 3 POINT LOCK SYSTEM SERIES 2222 BY 'RECENY TNATES 6 PLY HOOK LOCK AND SHOOT BOLTS AT HEAD MO SILL REO ON EXTERIOR AND THUMB TURN ON TO ACTIVE LEAF LOCK STILE WDH ly rwn_vJa - E�AcEaa CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON EDGE OF LEAF STU LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP i AI:IAC\ 1 ���\ I /ACTIVE 1 I OPTION 0?: STO. 3 POINT LOCK MAX. FRAME HEIGHT _ 144 IN. MAX. LEAF WIDTH - 36-3/4 IN. A(AX. DESIGN LOAD - +60.0 PSF -60.0 PSF SM. 3 POINT LOCK MAX. FRAME HEIGHT n 144 IN. MAX. LEAF WIDTH m 49-1/4 IN. MAX. DESIGN LOAD - +55.0 PSF -55.0 PSF APTNF I EAF: SENTINEL MULTIPOINT LOCK (W8110) BY ASHLAND' WNH THROW 6CLT AT 3B' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXIMOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL FASTENED TO ACTIVE LOCK STILE WRN INACTIVE LFdE CONCEALED FLUSH BOLTS (FS-1202-014) BY 'SULLIVAN & ASSOC! MANUALLY OPERATED LEVERS MOUNTED ON EDGE OF LEAF SORE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP I ACTIVE\, ! I s'Iacs1\Vi\ j A/crNE LEAF WIDTH I Lw %wM LEAF LNOM " wam HINGES ex 4' ST. STEEL BUTT HINGES (OSB4NB OR S44HD) AT 13' FROM TOP AND BOTTOM ENDS AND 21-1/2' O.C. MAX HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) #12 K 1/2• FH MS S MINCES PER LEAF (UPTO 120' HEIGHT) 0 HINGES PER LEAF (ABOVE 120' HEIGHT) OPTIDN A3: STD. 3 POINT LOCK MAX. FRAME HEIGHT — 144 IN. MAX. LEAF WIDTH - 36-3/4 IN, MAX. DESIGN LOAD - +60.0 PSF -60.0 PSF MAX. FRAME HEIGHT d 144 IN. MAX. LEAF WIDTH m 49-1 4 IN. MAX. DESIGN LOAD - +55.0 PSF -5510 PSF ACTIVE 1 CeF• 3 POINT LOCK (OLOI-6014) BY 'INTERLOCK USA' TURN ON AND SILL INACTIVE I Eape CONCEMM FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP I 1 I/! I A07NE\ I I GNCTA+L\ { AGTIK l LEAF NYOM1 LEAF WIDTH FL •#18320 Sealed:12l//?017 Vz. drawing no. W17-55 ITEM # Pam # REQD. DESCRIPTION MATERLIL MANP./SUPPLIER/RZVAM 1 SMT503 1 FRAME HEM/SLLL 6063-T6 - 2 SIW515 1 LOW-RISE THRESHOLD 6063-TO 3 SIW508 2/060R FRAME JAMB 6063-T6 - 4 SIWs02 1/ LEAF DOOR TOP PAIL 4083-78 - S SM636 1/ LEAF DOOR BOTTOM RAIL 60631T6 - 8 S6V503 2 LEAF HINGE STILE LOCK STILE 8063-TB 7 SM908 1/ LEAF INACTIVE STILE RE WORC 14C 8063-T6 8 WW544 1 ADA THRESHOLD 6063-T6 - GA, SM547 I THRESHOLD COVER W83-T8 - 9 SAv51I AS READ. JAMB SCREW COVER 6083-T6 - 10 SIW509 AS REOD. DOUBLE DOOR ASTRAGAL 6003-76 — ICA SM535 AS MOO. SINGLE DOOR ASTRAGAL 6063-T6 - 11 SIW510 AS REQO. SCREW COVER 8063-Ts - 12 SIW512 AS REGO. INTERIOR CLASS STOP 8068-Ts - 12.1 SLW540 AS REDD, INTERIOR GLASS STOP SQUARE 5063-T3 - 13 ST"Is AS REGO. EJRERIOR CLASS STOP (7/16' LAM. CLASS) 8063-T6 - - 13.1 SIW541 AS AMD. EXTERIOR CLASS STOP SQUARE (7/16' -LAM. GLASS) 8063-T6 - 14 SI14644 AS READ. EXTERIOR GLASS STOP 40116' LAI.L GLASS) 6063-T6 - N.1 r_ .. -A.`S-.BEOR._ FAU'F R Qv$$ ktOE.SQl89HE16L16_56b�.leTe55)..�1G.�7-La— — 15 9010E RULE WSTRIPPWC VINYL CENTRAL PLSDCS 16 U4513 - O-LON WSTRIPPWO YWYL SCHLEGEL 17 5530 AS REQO. INTERIOR GLAZING GASKET (DUROMETER 7035) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REQO. EXTERIOR GLAZWC CASKET (DUROMETER 70t6) W40PKENE BY CENTRAL PLASTICS 18 W23201 NW0020 AS ROD, FINSFM, PILE w%YMPPWO - ULTRAFAS 20 #6 X 1/2' - ASTRAGAL SCREWS PH SMS - AT 4' FROM ENDS $ 8' O.C. 21 #8 X 1/2' AS REDO. CLASS STOP SCRIMS SELF DRILLING - AT 6' FROM ENDS AI is, O.C. MAX. 22 #12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT. 6' FROM ENDS k 17' O.C. MAX. 24 S044HO 4/LEAF BUTT HWCES STAINLESS STEEL 27 #12 X Y 1/ CORNER FRAME AND LEAF ASSEMBLY SCREWS sr. STEEL PH SMS 28 #12 X 1 2' AS REOM HINGE ASSEMBLY SCREWS ST. STEEL EH MS TYPE F SS 31 SIW 521 - FLUSH BOLT BLACK 6063-T8 - 32 #2 - FLUSH BOLTS - SULJNAN & ASSOC, 33 WS110-STATCO - SEN WEL MULTIPOIMT LOCK - ASHLAND HARDWARE 34 SIW539 2' CHAIR RAIL 6083 76 JS 2/ LITE SETTING BLOCK EPDM I DUROMETER 0525 SHORE A SHALAN'PS: ALL JOINT'S AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. FL #18320 Sealed:IW12017 drawing n0. W17-55 W3 CHAAR RAII CORNER 2'X 1.2'X.I:r ALUM AUTE _3/B THRfADEO ROC 'm Aii DOOR LEAF ONLY j %+`1% HOLE NUT V.` z a Q b b R6 5 0 IL Ming 0gl.g V n911 Crc 010 0 ot; 12 g Iaj,zas aIcis • No. T0682 � � n �p�, drawing � a �� W17-55 FL #18320 gt11U1t1 aheet1pollQ Saalad:1201201T