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HomeMy WebLinkAboutSTORE FRONT ASSEMBLY �4P_nPt��rla��M GENERAL NOTES: 1. -THESE STORE FRONT SYSTEMS HAVE BEEN TESTED,VMYZEO&APPROVED FOR DESIGN PRESSURES NOT nnn our: TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN PRESSURE TABLE((S)). 2 1/2" 48" MAX. D.L.O. —48"MAX. D.L.O. —48"MAX. D.L.O. 2 1/2" 2. OPENINGS,BUCKING&BUCKING FASTENERS(MUST BE PROPERLY DESIQNED&INSTALLED TO TRANSFER WAND LOADS TO THE STRUCTURE. 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY 6' 2 1/2" 2 1/2"- 6" a UNLESS SPECIFICALLY MENTIONED ON 711E DRAWINGS. SPECIFIED ANCHOR EMBED 70 RASE MATEAK SHALL DE BEYOND WALL FINISH OR STUCCO. - MAX. MAX, 4. THE DETAILS&SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED&PROPOSED FOR Al A2 Y 15 WATER AIR,IMPACT,CYCLIC&UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITIN THE FLORIDA 2 1/2., 6 6 6° MAX BUILDING CODE PROTDCALS TAS-201.202&203 FOR LARGE MISSILE IMPACT STORE FRONT SYSTEMS. 5. THESE STORE FRONT SYSTEMS HAVE BEEN DESIGNED RI ACCORDANCE WITH AND MEET TIE.REQUIREMENTS OF THE FLORIDA BUIU HNG'CODE(FBC)INCLUDING HIGH VELOCITY HURRICANE 20NES-(HVFQ). S. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE STORE FRONT SYSTEMS. IE 7. ALL ANCHORS SECURING STORE FRONT FRAVE 70 PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL �j T BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. I! 8. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE MEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WAND VELOCITY. FOR WIND LOAD CALCULATIONS IN B .' 19 3/4" ACCORDANCE W17H THE FLORIDA BUILDING CODE.A DIRECTIMLIIY FACTOR OF Kd_0.85 MAY BE APPLIED 6 PER THE ASCE-7 STANDARD, /� MAX. 4 D. HOE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND 3" j Rill LOAD DURATION FACTOR Cd- 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. z q U 10.IJATERUlLS.INCLUDING BUT NOT WTTED TO STEEL SCHM,TWAT COME KID CONTACT WITH OTHER DISSIUILAR MATERIALS SHALL LIEU THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. j 2 1/2" H H K17— CORNER& FRAME.END CONSTRUCTION: _ 7 - OP SITE FRAME HEAD CORNER(APPLICABLE TO TITM 11A)•HEAD IS SQUARE CUT,BURED TO SIDE,FASTENED D1 D1 NEYRTI1 TIREE(3)N0. 12%1"PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER 6 6 SCREW SPINES&S EO WWIH SILICONE TT HEAD CORNER ❑AnL TO 1 415),HEAD IS MRER CUT,BUTTED TO SIDE,FASTENED WITH TWO(2) CD - 2 1 N NO.12 X i 1 2"PHIFS FASTENERS TOUGH THE SIDE MEMBER I=THE READ MEMBER SCREWY SPLINES& 2"4l / T/1 m SEAIEO WITH SILICONE. s - to O=O FRAME SILL CORNER:SILL IS SQUARE CUT.BUTTED TO SIDE.FASTENED WITH THREE(3)NO.12 X 1'PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO TIE SILL MEMBER SCREWY SPLINES&SEALED WITH SIUCONE. -IL FRAUE DOOR JAMB SILL CORNER:SILL IS SQUARE CUT,BITTED TO SIDE,FASTENED%TIN 1 JAMB PIVOT [3 3" ED¢En ASSEMBLY.EACH PIVOT ASSEMBLY WAS FASTENED TO TO THE SIDE WITH THREE(3)NO.12-24 X 5/8"EIZS, j 0 THE THRESHOLD IS THEN FASTENED TO PIVOT ASSEMBLY WITH TW10(2)NO.12-24 X 31W FILMS&SEALED WRH SILICONE. O o HOft ONTAL FRAM A7 s 110V ND(APPLICABLE TO ITEMS/6A&621•HORIZONTAL IS-SQUARE CUT,BUTTED TO TYP, FRAME ANCHOR SIDE,FASTENED WITH THREE(3)NO. 12 X I"SS PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE \ ` A OR D WHERE - o I, MULLION MEMBER SCREW SP TIES&SCALED VATH SIUCONE. o HORZONTAI.ERAME NAIRRON ETD WAMBLE TO HER 16B1:HORIZONTAL IS SQUARE CDR,BUTTED TO SIDE, 'ANCHOR SEE"�E 2 1/2" —� °Z JOINED VIA A SHEAR BLOCK(PART g21).THE SHEAR BLOCK IS FASTENED TO THE VERUCA FRAME MEMBER WITH FOUR(4)110,12 X 1 7/6'FNTF TYPE 8 SCREWS.THE HORIZONTAL MEMBER IS FASTENED TO THE SHEAR REQUIREMENTS TABLE" h BLOCK WITH THREE(3)NO.12 X 1°FH1F TYPE AD SCREWS.EACH CORNER IS SEALED WITH DOW 785 SILICONE ON THIS SHEET FOR sM' - — REQUIREMENTS. 0 - - - - --- 2 1/2„ Gl Of i 7-9 d FRAME ANCHOR REQUIREMENTS TABLE s"MAX. a. z d+ ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM N INIMUM $'S TYPE (SUBSTRATE) FASTENER TYPE EMBED E E DIST. 2 1/2"TO 3" 2 1/2"TO 3" A 2X MOOD FRAME OR BUCK NO. 12 SMS SCREWS 1 1/4" 3/4" M^�i u (MIN. GR. 3 & G=0.55) EXTERIOR ELEVATION u MIN. 1/8"THICK A36 STEEL (2) 1/4-20 SELF MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY B FULL 3/4" O u s (MIN. Fy= 36 ksi) DRILLING/TAPPING SCREW � (WITH ANCHOR TYPE A OR "D' 70 WOOD OR METAL STUDS $ . SCALE: 1/2"-1'-0" \\11111 I I(p1,A�A/ MIN. 16 GA. 33 KSI (2) t 4-20 SELF HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING D.L.O. D�6S��4L���a.... ice D' ' / FULL 1/2" NOT EXCEED 48" WIDE AT EACH PANEL. NUMBER OF VERTICAL PANELS IS J f d METAL STUD DRILLING/fAPPING SCREW «- UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. .4 � M U.A. 1+) F MIN. 3000 P.S.I. CONCRETE 13)3/8°WEDGE/SLEEVE ANCHOR 2 1/2" 3" ALLOWABLE DESIGN PRESSURE = t�Z d a - ()CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RE \sAi O 0 3J HEAD TAPCONS OR HILTI XWIK-CON 11 (HARDENED STEEL OR S.S.). I�-F)5 PSF ���K" Z j/Fig cw.3 , (2)SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISlr 'RonucrR8vI5BD - PRonucrt111V1sOn STEEL F1.611a asconlplyl-9 With Th.Ploslda �i 'T -,•'•.••'-rn% t� 3 (?>VIEDGE/SLEEVE ANCHORS SHALL BE RAAISET/RED HEAD DYNABOLT, HILT] KWIK-BOLT'3, OR h,nainBcodc AQ_/y[ °,Fn Aced lift% _ p A►f71(1(111T1Y POWERS RAWL POWER BOLT (STEEL OR S.S.) %�plmlceNo L� 10 TI IwHonlhto ( o' R (4)ANCHOR TYPE "F" IS ONLY APPUCABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE : m'°}3 �Zo2� 7 I46 I C VERTICAL DOOR MULLION BOTTOM END. 'T4, l By sxEEr xo. Mla'm edopm4ac( of 9 FRAME ANCHOR FRAME ANCHOR .auH m: ME"m on SUBSTRATE BY *..0 "". PER ELEVATIONS SUBSTRATE BY PER ELEVATIONS 1/4" MAX. SHIM AT-I I-FRAME WIDTH (F.W.)-- Tj,l mm, OTHERS PER OTHERS PER EACH ANCHOR 1/4" MAX. "FRAME ANCHOR 1/4" MAX FRAME ANCHOR SHIM AT EACH REQUIREMENTS SHIM AT EACH REQUIREMENTS SUBSTRATE BY 2 ANCHOR TABLE"ON SHEET ANCHOR TABLE" ON OTHERS PER SHEET I "FRAME ANCHOR EE GLA2ING REQUIREMENTS DETAILS ON TABLE"ON SHEET 8 SEALANTS SEALANTS 33 SHEET 1 b BY OTHERS BY OTHERS = 18 32 to FRAME 8 x 19 ANCHOR PER EXTERIOR k EXTERIOR ELEVATIONS EXTERIOR $ SEE GLAZING SEE GLAZING DETAILS ON DETAILS ON SECTION Al SHEET 8 ` SECTION Az SHEET 8 SEALANTS SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 BY OTHERS 1-1 J Ur-w SEE GLAZING SECTION pi m EXTERIOR / DETAILS ON _—_SEE GIAZING SCALE: 1/2 FULL 6 S = 8 SHEET 8 LL' EXTERIOR / DETAILS ON 1 4" MAX. SHIM AT o m SHEEP 8 / FRAME WIDTH (F.W.) d � 12 � 8 9 EACH ANCHOR U. z z SUBSTRATE.BY 3 �o 7 to 4 5 OTHERS PER EE z FRAME ANCHOR �ErAJLS ON SEALANTS 38 26 �11 26 38 REQUIREMENTS. 17 SHEET 8 BY OTHERS SHEET �N o EXTERIOR E SECTION p - o1— z So SCALE: T/2 FULL 6 1/4"MAX. to SHIM AT EACH / m z� N ANCHOR ca EXTERIOR / SEE GLAZING EXTERIOR z &7 DETAILS ON SUBSTRATE BY OTHERS FRAME 7 a�gi FRAME ANCHOR PER "FRAME ANCHOR ANCHOR 8 SHEET 8 PER ELEVATIONS SECTION c2 13 c, 8A REQUIREMENTS TABLE" PER z 9 SCALE: 1/2 FULL 6 ON SHEET 1 ELEVATIONS SEAIAMTs - R.y 4 BY OTHERS 38 s SECTION 023cr> SEALANTS 26 26 38 SCALE: 1/2 FULL 6 83aJ BY OTHERS � L� ' �!</���fi N a �� r• a ii z "�{ _ SHI�1/4" MAX. ;oc3 CH SUBSTRAT BY OTHERS PRODUCrRRVISBD ;� A L ANCHOR PRODUCrRBVISCD as wmplylrewllhtha Fladds p tll PER FR E ANCHOR mcomplylugwllhtboFfadda DulldliigCad" % Z REQUIREM NTS TABLE" pu7dingCod" A"x Ianco14, i��yy a FRAME ANCHOR ON SHEE 1 t PMN �•1.C� ExptPrmlontiele 1 �i4f �1Ti..��PER ELEVATIONS SECTION e1 DMIN M.JAM D _ Z027Dy ////�j�1I�1111 V,\%" 1461 C SCALE: 1/2 FULL 6 i Dad"Product C"ntco SHEET NO. 6 of 9 • x • SEE GLASS ° MULLION END CONNECTION-DETAIL•S AT VERTICAL OPTIONS 13ELOVI SEE CLASS rxv vbz DOYI 995 OR OPTIONS BELOW� MULLIONS ALONG SIDE DOORS EXTERIOR TREMCD EXTERIOR DOW 995 OR TYPICAL AT SILL ONLY 28 PROGLAZE SSG 28 TREMCD ( I I PROGLAZE SSG 5/8" MIN. BITE 5 8" MIN. BITE n G 1A 1B 2 �JI 8C 5" 3" 3" SILL ANCHOR AL 29 4 6A 7 8B MAX. BLOCK "aAL 27 10 13 15 27 E DOOJSILL - 6B 34 TYP. GLAZING DETAIL (WET GLAZED: SINGLE GLAZING BEAD CONDITION) TYP, GLAZING DETAIL GLASS OPTIONS (WET GLAZED): ET GLAZED 0 GLAZING BEAD CONDITION) g 1 5/16"THICK LAM NATED CLASS BY SOLUTIA (1/4"HT. ST./l/2"AIR SPACER/1/4" HT. ST./0.09 SOLUTIA SAFLEX IIIG PVB/1/4"HT. SL) OPTION 2: 1 5/16"THICK LAMINATED GLASS BY DUPONT (1/4"HT. ST./l/2"AIR SPACER/1/4" HT. ST./O.09 DUPONT BUTICITE PVB/1/4" HT. ST.) SILL ANCHOR ANCHOR TYPE 'F" a ANCHOR TYPE F OPTIONGBELOW 22 30 (3 ANCHORS PER SILL ANCHOR BLOCK) I EXTERIOR 31 N z rn m •5/8"MIN. BITE L w a � 1"MIN. 11 1A 1B 2 Qyott ,r 5" SILL ANCHOR 29 4 GA 7 S o 0 MAX. BLOCK PnouucrnevlsED I "or, 10 13 15 m c wmplyh,g with lire Florida 'az <r DOOR SIV-- (DJAIVIS Build' Codu D"�8 �N Z Accuplmco No TYP, GLAZING DETAIL r:, ;o, r 0 —� (DRY GLAZED• SINGLE GLAZINGBEAD CONDITIO — Z0�"/ GLASS OPTION (DRY GLAZED): :-Monti Dado Product Conlrol1 5/16'THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./1/2"AIR SPACER/1/4"HT. ST./0.09 DUPONT SOP/l/4" HT. ST.) Ld ANCHOR TYPES- ^-2.500— -I �--3.000SILL A "B" &ANCHOR TYPE B 0.1007 O.D9D-- Z(4 ANCHORS PER SILL ANCHOR BLOCK) 2.500 2.500ato HEAD FRAME 0.09D , ��O A1 4.952 5.000 0,090- 5.000 - N z5" iB 3�MAX. RECTANGULAR UNITS) !8DOOR SILL 0.090 2.500 4.952 --I Na0000 0 HP Z0.125 O R 0. 3W 5.188 -; 3.000 PRODUCTREVISBD ``v t[> ,y ANCHOR TYPE "A" 11 W complying Willi the plodde M O aG` �_ Duldina AD ;SILL ANCHOR SILL ANCHOR 0.100 1.500 Accep44,c0 No rn E( Q O) = 3 ANCHOR TYPES A & D BLOCK AzplmtiptlDdO' �7 �� u Iyy�' c o. (7 arlcLloRs PER SILL ANCHOR BLOCK) By"HE SILL FLASHING TRANSOM BAR WITH FIN whl �P.oduetoa e1 ��%by /�� s+mer No. C 6A 8 of 9 rr11I11►U BENN'u,,,�����- DURA-STORM SERIES 2000/3000 TYPICAL ELEVATIONS _ GENERAL NOTES G DOORS HAVE BEEN TESTED& DESIGNED IN ACCOROAN WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING I. CODE&THE Fec FIFTH (2ot4) HIGH vELocrrY ANCHORS AT HEAD, SEE SHEET 5 FOR = 0 13" MAX 1 DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13" MAX TYP. HURRICANE ZONE(HVHZ)AND MIAMI-DADE COUNTY PROTO$OLS TYP. HEAD SILL TAS 201 FOR LARGE MISSILE IMPACT,TAS 202 FOR UNIFORM HEAD SILL STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND Z* U' ' 108" MAX PA GE WIDT LOADING. ' 168" MAX PACKAGE WIDTH \O.•' - - 4" 2. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE�� ���• 4' � 4 1�6 4 1 6 I �{� EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED 4� ll_ LOADS. 1X OR 2X WOOD BUCKS BY OTHERS SHALL BE o ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING r^ - o © STRUCTURE. W W w J 3;O INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN W Z°•3T U -r THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION Z W W y a k ( N „" FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. = N p '�' 2-P `'' II \ --pT °' �" ' pD ti N o �'�' oD a 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED o w z \ LOCK\ Z X- \ FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER 7 «m w I- L K LOLc w_ w Z = 'O SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING Z N p o w I `> >I- w 11 x [� \ > w w I x CODE. PRESSURE REQUIREMENTS AS DETERMINED IN W Lu w, �'w ' 43.4 M o X aX IL IL w 54.6' MAX I- o x= � ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE 3 3 x ¢w 2 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO y d i �_j // I PANEL WDIH, x x Y PANEI-WOTH TrP. \ x x _ of w THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY ID o U - w I ' U¢ VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ¢ 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON ❑- c, '•, Z ," a �% _ Z OD r��i' MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY ¢ m o_ ;. ¢a w��..: a I �� 00 CL FACTOR. 6. DOORS DETAILED HEREIN HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON jp 13" MA \ / U 2�6 (D 1 /MA U THESE DRAWINGS REFERENCE FENESTRATION TESTING LAB n rn REPORTS 6503 &7247. o 0 2�6in - 7YP. \\ I I /� = 3/6 I / TYp „SX„ „0„ 3/6 7 ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S w 0 "SX" \ / SX' 0„ NI / SPECIFICATIONS SPACED AS NOTED HEREIN. MINIMUM b O u JI_ 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, o a'g 7, BRICK,AND OTHER WALL FINISHES. 4" B. WHERE EXISTING STRUCTURE IS WOOD FRAMING. EXISTING 4 4 CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE L9 z o O Y1 i�l 1/6 O-SX-SX-O/(EII-PART) �"7 1�6 SX-0 (SINGLE SLIDE i�l INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. NLL ANCHORS AT THRESHOLD, SEE SHEET 8 FOR 9, WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" o o o DURA—STORM 2000 TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. c=o.55 OR GREATER DENSITY. F LL n z 10. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING o CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE a ° o ANCHORS AT HEAD, SEE SHEET 5 FOR w z 13" MAX TYP. INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. m z w 13" MAX DETAILS AND ANCHOR CLUSTER DIMENSIONS. _ 11. THE SYSTEM DErwLED HEREIN Is GENERIC AND DOES NOT TYP. HEAD SILL 4" 4" HEAD SILL 4' PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE U a 168" MAX PACKAGE WIDTH --- CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED C 3 o a -- OB" MAX PAC GE WIDTH o HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT rn m a 4„ 4/7 4/7,8 - SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN o w If - - CONJUNCTION WITH THIS DOCUMENT FOR INSTALLATIONS U - - - - OUTSIDE THE HVHZ:WITHIN THE HVHZ, A ONE-TIME APPROVAL a O � 0 FROM MWAI-DADE COUNTY SHALL BE OBTAINED. ,'no 12. ALL BOLTS AND WASHERS SHALL BE ZINC COATED. \ 7 GALVANIZED. OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, EXCEPT INSTALLATION ANCHORS. 2-P LOCK' I I \ o'' a N I 3�T LOCK \\ cD w o D. 13. ALL SINGLE SLIDE ENTRANCES ARE SHOWN R�GHT HAND"; w / OR OR LOCK' \ Z _\ w OR Z xF-' \ "LEFT HAND"IS MIRROR IMAGE. tKODUCTNKVINSD oe a a _ _ \ w a z u7 aee..wneNil►theFlod" S so 5 5 w / 7_- CVR I PANIC CVR j i Z ^ w 2-PT CVR F= wa w n �ecsp K'po 1 0 2 Q Li PANIC \ vo Qo cD PANIC o� '�o '� x�JLL9a w ME \ I E> \ ¢_ 5_ \ F.�pintiae bale PRoy �OT�u u.LL m LL¢ I° =- a By�SI�H �.Un4 - oolost�8 w MIS IMdc T' y D_ �,�, X 54.6" MAX ,to d 0D r ay,'� SYSTEM NOTES w 1.ALL ALUMINUM PARTS SHALL BE 6063-T6 ALUMINUM w PANEL WDTH, oD � ALLOY AND TEMPER, UNLESS OTHERWISE NOTED. 2. GLAZING 9/1V LAMINATED IMPACT RATED (SEE GLAZING ;3 6 MAX \ 43.4�MAX / 0 5�7 -/MAX DETAILS SHEET 12) 8 H 8 15g. rn \ p DTH,1Yp / 1Yp, / 3. CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE 6' 5�7 6 P. \ I I / 6�7,81 / / 6�7's BUTT JOINED,SECURED WITH FOUR (4) FULL WIDTH 5/16' @ Q Q Q. "SX" � / ��SO" iv � / SX' "SO„ I THREADED 71E RODS AT TOP RAIL, INTERMEDIATE HORIZONTAL L . 1 MUNTIN BAR,AND BOTTOM RAIL.ALL JOINTS ARE WELDED. 14-1856 EXCEPTION:WHEN PANIC EXIT DEVICE IS INSTALLED, -� CORRESPONDING 4 1/4" MUNTIN BAR IS SECURED BY SAGE DESCRiVT1DNi ¢% SLIDE)7,8 SX-SO (SINGLE APPROVED CLIPS. (REM #79, SHEET 12, DETAIL V) 4/7.8 SO-SX-SX-SO (EII-PART) N� 4'� V 4.THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF ALL SLIDING DOORS MUST COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS AND 9� ANCHORS AT THRESHOLD, SEE SHEET 8 FOR METHODS OF TEST FOR SAFELY GLAZING MATERIALS USED IN DURA—STORM 3000 TYPICAL ELEV TIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. BUILDINGS, PER FBC REQUIREMENTS. 5. CVR = CONCEALED VERTICAL ROD. ��OENNgq"'•�., DURA-STORM SERIES 2000/3000 SINGLE SLIDES, ELEVATION AND PLAN DESIGN RATINGS RON MISSILE IMPACT RATING - I ® LARGE AND SMALL MISSILE IMPACTSX PA = �_ •• �1 DETA LNBEYOND ESIGN PRESSURE RATING PS Po 108" PACKAGE WIDTH 108" PACKAGE WIDTH WHERE WATER WHERE INFILTRATION RATING IS INFILTRATION RATING 2 1 F 4 5 D 6 2 1 F G 4 5 D 6 REQUIRED NOT REQUIRED POSITIVE NOT APPROVED 75 PSF ai@mx� � O 0 rr/ `f NEGATIVE NOT APPROVED 75 PSF LWL(1(/Y(J/!J� W'1�O -- W11: D.M,U WW w=vx.Ve \ RIFS 20DI AND 30011 SINGLE SLIDE AVAILABLE PACKAGE WIDTH INFORMATION Z >U'�w F J Op LOCK,, 1 2 p \ \ 1 2 a P CKAGE ROUGH STILE NCLEAR INAL NPAP EL OMINAL NPAN�L CAULKING m,moo w`o 0 DO Y \ 10 D" Y \ \ OTH OPENNG TYPE DGOR W4DTH S%)YADTH(0) P1L.OWANCE Z k N O o &a \ 11 12 W U �\ \\ \\ OPENING ( W W w w w \ O = Z L-1/ O OB.O' 1085� NMROW 46.4" 53.8• 53.6- 1/4'/SIDE 3 = a. m \ 76 77 11 12 1 w Z m 3-PT LOCK \ 11 12 \\ 15 16 Q pB.O' 1005' MEDIUM 44.3' S4.0' 54.6" 1/4'/SDE NCC 3 , w } 11 12 \ --18 17 w� OR \ Ow _—___ --__—_ oz •2-PT CVR --___� Q SERIES 2000 AND 3000 SINGLE SDDE AVAILABLE •+ z W U w PANIC — PA KA MIGHT INFORMATION C� QQ a a W 18 17 /�' M 19 20 Cc 00 d J w 16 17 / 18 17 /� M \ PACKAGE ROUGH NOMINAL CLEAR CAULKING O \ TD HEIGHT OPENING DOOR OPENING ALLOWANCE ID Cr w 47 1/4"'MAX n m v w V SX PANEL 47 1/4" MAX 19 20 CD DETAIL DL TYP. ° N w DLO TYP. r- / BEYOND C / f` 68.0' 963' 86.5' 1/4"TOP J Z v E 7 "S0�0 l- / SX B N u„SX„ Gw. S�Q - — W o a � 20 19 15 16 13 14 21 17 21 21 21 23 6 15 16 13 14 w eou 0$ �J¢ 22 17 22 22 22 24 25 E H 22 17 22 2 222 24 11; ~cA.ply�iRQ wN wormw z o w o 6u1JIR(Codt x N LD U SERIES 2000 (SX-0) SINGLE SLIDE SERIES 3000 (SX—SO) SINGLE SLIDE �enpL.nceN.lS-bl2'1.6 u g 5 N o EXTERIOR ELEVATION EXTERIOR ELEVATION F`DI'"Dmfl" Uf k" o PACKAGE PACKAGE WIDTH _ - - --------WIDTH k w m S -------- -- - w INTERIOR ---o------- INTERIOR— u w N w b , r\DOOR EXTERIOR lSO'"Sx, EXTERIOR XXEXTRUSION ING XX XX ;EXTRUSION,MULTI-PIECE OOR OPENING XX XX EXTRUSION,OPTION 0 OPERABLE PANEL\ BREAKOUT PART \ \ I I o d t d YS EMERGENCY � L1 XX XX:PART,MULT-PIECE g SERIES 2000 (SP L)N SINGLE SLIDE XX XX :PART,OPTI IN SERIES 3000 (SX—SO) SINGLE SLIDE FULL 9 /� PLAN EMERGENCY I p E xX:DETAIL BREAK OUT B S S XX XX:DETAIL,OP ION 14-1856 SCALE: PAGE DESCRIPTION: NOTES 1. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. 2, HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY DASHED LINES. MAX DLO: 47 1/4"W X 76" H AS SHOWN; 36 3/4" H WITH PANIC DEVICE MUNTIN. 3. 2-POINT CVR LOCKING WITH G86 PANIC RELEASE AND 3-POINT LOCKING AVAILABLE ON SERIES 3000. 3-POINT ONLY ON SERIES 200D. SEE SHEET 13. `)Q 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. 5. SEE SHEETS 5, 7, 8 AND 9 FOR REQUIRED ANCHORAGE. /ill 6. SEE SHEET 12 FOR GLAZING DETAILS. \ 1 1 • \\\\1111111111//ff/ DURA-STORM SERIES 3000 SECTIONS & ANCHORING, STANDARD 5-PT LOCKS 14.PIW °,NARDD,P.E.b ol-9� 4 JAMB TO HEAD A fS� CONNECTION 8" 37 37 / SI ® �P �f f' FS v` 39 51 p/4nm t LL m U.: a SEE NOTE 1 I 1/4" SHIM J 39 53 w=` d 2 7/8' SPACE I EADER ABOVE'--, BOVE 13 14 52 54 96 99 14 13 1 3/4 Z Q >r, X.= H01 T w INTERIOR J - EMBED. (�] a LL O STRUCT.50 4 5 f 19 a w z 4 q� O - - ----- - - - 19-� (��1 26 f o W 8 6 $ 66 56 41 a EXTERIOR "SO" 58 58 16 15 PACKAGE WIDT 15 16 56 ACCESS ® COVER 7 N o 34 35 11 12 ROUGH OPENING 12 11 3a 35 0 0 x 9 1/4" SHIM o N c� ® 0 20 (SO-SX-SX-SO) 20 SPACE o u w INTERIOR EXTERIOR Z 15 16 G r z x L z ,HORIZONTAL SECTION 16 is 2 < ` 'm ®', N 20 19 = a 2"=1'-0" BI-PARTING w o w u o� w 18 17 ZLU x o�d o 'o o v z Y HEADT�F,51 — ABOVE J z rn Ld c� o INTERIOR EMBED. LL N z u xa 0 ® 0 0 ao a XX :EXTRUSION -- 58 o o H o o ANY ANCHOR X X :EXTRUSION,MULTI PIEC w a z Z. c� PER ANCHOR LL " ui r Z SCHEDULE, TYP. 59 X XX :EXTRUSION,OPTION N _ a 3 a 4 4 SHEET 5 v \ o vai w & PER PART o o m ELEVATION._ w w N W f XX XX :PART,MULTI-PIECE iv w EXTERIOR 0 iso PART,OPTION EMBED. 58 04 d ��- 37 1/4" SHIM SPACE ® ui 57 w XX :DETAIL 3953 w i - XX XX :DETAIL,OPTION 9899 (SX-SO) $ a' s '''5 E.D. D.• 17 22 22 24 25 z 2 z17 zzzz za zs 6HORIZONTAL SECTION ' it 2"=1'-0" SINGLE SLIDE g FRAME ANCHORING- VERTICAL SECTION 5 NOTE: ITEM 58 "FOAM BLOCK" INSTALLED oslst�dstttsiY! N.T.S. 4 SEE HEAD ANCHORS SHEET IN ALL STILES, EXCEPT LOCKING STILES 9 2"=1'-0" AND THRESHOLD ANCHORS NOT SHOWN IN ALL STILES FOR CLARITY y B SHE 9. THRESHOLD rkOoucr krvlbso 8 ORS APPLICABLE ONLY a eamplylno\.MYtM x Buldlog GWe j 8 880 8 m TO 3KSI CONCRETE. - M s oiP 14-1856 a1..tadE ..i SCALES PAGE DESCRIPTION: NOTE:SEE SHEET6 FOR=----L- NOTES 1)� 1. JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HHMS WITH WASHER. ANDALLOWABLE 2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS. I„IHIII N�I11 DURA-STORM SERIES 2000/3000 THRESHOLDS & ANCHORING "° • ' �GE II NOTE:USE CONCRETE ANCHOR PER ANCHOR SCHEDULE FOR ALL THRESHOLD ANCHORAGE DETAILS SHOWN HEREIN.SEE SHEET S FOR ANCHOR SCHEDULE AND CONCRETE, QUARRY i`���—•OC- ALLOWABLECONCRETEANCHORTYPES TILE, OR CARPET �:iC'•, P ;:_ (TYPICAL) % A'•, 27 27 O INTERIOR CI EXTERIOR •.,, �! EXTERIOR INTERIOR EXTERIOR INTERIOR 94 94 INTERIOR EXTERIOR S. " u O CONCRETE, CONCRETE, �Q as QUARRY TILE, )I QUARRY TILE, �'8'I L,h s m`�w o g OR CARPET :.'' )0:_' _ OR CARPET D' ':E.D: E. i < ' Z� I s TYPICAL '•.s:: W TYPICAL (TYPICAL) W - N W ro N Si 1 "N �:95 3 3 0 5 31 0 0 31 w 33 0 _•:. ,._ ;.... °we i .m TAPERED EXTRUSION m STANDARD•EXTRUSION m TAPERED EXTRUSION m TAPERED EXTRUSION 32 33 ::o k W SQUARE X BEXF EXL 33 w SQUARE X SQUARE 32 w SWARE X BEVEL (EXT) w SQUARE X BEVEL(INT7 a (RECESSED) THRESHOLD—TAPERED EXT THRESHOLD—SQUARE THRESHOLD—TAPERED EXT THRESHOLD—TAPERED INT 2000 3"=1'—O' 2000 3"=1'—O" 3000 3"=1'-0" 3000 a 27 27 EXTERIOR C, w INTERIOR O TOP OF G °^u EXTERIOR INTERIOR INTERIOR INTERIOR o EXTERIOR r7 " Qc} EXTERIOR 94 TOP OF CONCRETE z ¢ FINISH FLOOR ° p w o NQ I W Z a w0 E.D.' a:: .E.D 'I =a .. t:.':' r a z�n ;c. �1, ° cV •sr?e'1 .Dt O O� L ut t�z i. LOORIN w a zw 2 31 0 9 31 o "30 w r 31 W V T Dy C. TYP a ° •'RED EX RUSI N/ a•E ¢w m � -oN• ':4 3 TAPERED EXTRUSI •��"+'�'•,,- � SQUARE X BEVEL (INT7• 32 33 � .,TA E 33 33 m •.,. �:''�^:'��r� LIMITS OF`• / 32 ' ui W DOUBI.E BEVEL _ m TAPERED EXTRUSION 33 33 ''�,. N o n� THRESHOLD—TAPERED INT - - --THRESROLD—TAPERED 32 w DOLIB E B RECESS STANDARD EXTRUSION o wmf & GROUT SQUARE X SQUARE 'n `a 2000 3"=1'-0" 2000 THRESHOLD—TAPERED FILL (RECESSED) N m CLUSTER OF ANCHORS IN (2) ROWS 3"=1'—O" 3000 THRESHOLD—SQUARE ° CENTERED AT PANEL OVERLAP. 3"=1'—O" 3000 QUANTITY PER CLUSTER PER ANCHOR NmuUCTkVVl" SCHEDULE. ANCHORS IN CLUSTER theMrIJ6 a 13" O.C. MAX SPACED 3" O.C. ALONG ROW, TYP. Hulamtc.ae o 2 a a a ALONG ROW, 3" O.C. �«<Pe.■eeir■ S- 2 •07 s s 4" TYP. TYP. — / 3" O.C. — _ 3" O.C. _ Q<pinll■.DLLe lnN`� 4" Q 1 TYP. TYP. _ _ � � � Mfar D1Ce ■el CanhN �5(sf 5!s!��s!�{ IRE � E IEEtE ��sss�s� C/L , c/L C/L I I 14-1856 SCALE: INTER MEDIA PANEL LOCK STILE INTERLOCK PANEL END p PAGE DESCRIPTION: ANCHOR OVERLAP THRESHOLD ANCHORING EXT CLUSTER CLUSTER OVERLAP CLUSTER w END N.T.S. (APPLICABLE TO 3KSI CONCRETE ONLY) 9� CLUSTER INTERLOCK CLUSTER MAX PACKAGE WIDTH ,aaaRuna. \\ E. DURA-STORM SERIES 2000/3000 DETAILS �' '� ;1 0 1/4" TEMP 1'n/����' 34 41 40 aow,LX.FL"YNT Bum�tE PvB 76 _ INrBlAYER2 PER CUFF E NJ1 x :..._ 94 46 1/4„ ANN VVIINDYLE 90" A. [%IK m;2 55 91 3M GLAZING TAPE .9 m Cps 97 ]] FULL LENG20 19 98 47 SETTING 1�1 " SO PANEL SX 0 WIND CLIP EXT. BLOCK INT. Z� MIN 70 u g w 8 BALL R NTS SERIES 2000 SHORE A z SO PIVOT TOP DETENT TOP 92 DUROMETER) WWN'o A 3 wr pL p PANIC- BOLT TOP ❑ wm NTS SERIES 3000 O NTS SERIES 3000 G 3 m NTS 3000 0 #10 FH u3i a 5 3 ° P STD BOLT TOP (3 SCREWS o w°:'. SEE 74 79 o NTS SERIES 2000 3000 NOTE 1 �18" O.C. 35 1/4" TEMP a 62 43 PER CLER NT N04 THRESHOLD% 97 61 1/4" ANN VINDYLE 9U m SO PANEL 42 91 3M GLAZING TAPE 64 61 BALL DETENT O PANIC REINFORCING FULL LENG w B SO PIVOT BOTTOM Q BOs TOMS 3c°D N'S 3000 20 19 0 �� NTS SERIES 3000 SETTING c w w 3—POINT 63 EXT. BLOCK e;z o o N LATCH DETAIL _ 61 (MIN 70 INT. o E o N 62 NTS SERIES 2000/3000 59 SHORE A =1 N 38 Ll 60 62 92 DUROMETER) o Z N ul K p Z 61 37 m #10 FH =w MUNTIN DETAIL 59 scREws U< a 36 \ NT_S__ SER-IES—209/WO - @18" O.C. aN 960 o 39 9 I LAMINATED Nms GLAZING DETAILS w STD BOLT BOTTOM N V - G86 E NTS SERIES 2000/3D00 �� �yy NTS ,p C SX GUIDE PIVOT BOTTOM PANIC BAR '6WIaWCode NTS 36 SERIES 3000 61 74 61 63 e.eNrnaexu -atz .07 E,plr�lle�!Nb Is e��" SX PANEL 38 SECURITY 62 e' �tOx3SMS HEADER S o a HOOK 42 59 62 T:w.�l n.a� u.,c°'"'I9s.s" D.C. Emma 79 #14x1.25" 60 79 SX SEE FH SOS, 2" (3 43 SO PANEL NOTE 1 FROM ENDS PANIC REINFORCING & 10 97 L NTS 3000 55 @MIDPOINT ��2 SECURITY HOOK NTIN DET MUAIL NTS 3000 O PANIC 0 PANEL ANGLE w Ron NTS SERIES 3000 O SX PIVOT TOP H PANIC BOLT BOTTOM V NTS 8 3000 NTS SEfUES 2000 8 8 8 (SX-SO INTERLOCK) NTS SERI S 000 0 a 48 0 PANEL "(4) TO /j10x3/4 FH SMS, 14-1856 TOM RAIL. (3) ro49 PAG2 ASCRIPTION: THRESHOLD SX PANEL NOTES 1. ITEM 74, "STEEL PLATE-PANIC REINFORCING IS CONTAINED WITHIN VERTICAL STILE, HAS A SX GUIDE PIVOT BOTTOM 94 MINIMUM LENGTH OF 46",AND IS CENTERED VERTICALLY ABOUT CENTERIJNE OF HORIZONTAL �O—PANEL BRACKET K NTS SERIES 2000 G� MUNTIN. ITEM 74 IS FASTENED AS FOLLOWS: SINGLE ROW #10 X 32 X 1/2" FHTCMS 0 6"OC. I NTS SERIES 2000 (O-SX INTERLOCK) (�/— I Y . ,,,;umm�np„ l. DURA-STORM SERIES 2000/3000 LOCKING ARRANGEMENTS ,��,: ...... a9NMPRDO,P.E. . . 4� E ,� ' • ADAMS RITE 4016 ADAMS RITE 1870 ADAMS RITE 4016 HEADER BOLT HEADER BOLT HEADER BOLT �p•f}65 (�J�9J,2 48 99 51 52 98 99 1"x1"x3/16" 34 ANGLE A FLOC\ .9O• oa +v o #100/4" SMS (j] a o- ® 05.5" O.C. Z(1J Z= a >QW�w #14xl.25" FH SDS, Zav ym�w'o§ . g ® 2" FROM ENDS & W l o 'I [9 *MIDPOINT LLLLII 3 w ; r w.. [ADA RITE 53 ADAMS RITE 1870 ADAMS RITE OS-050 SERIES, CYLINDER MSIBSOS-050 FINISHED ADAMS RITE DEADBOLT OPERATED FLUSH BOLT SERIES HOOKBOLT FINISHED FLOOR 48 4015 51 52 FLOOR THRESHOLD FASTEN 1V/ BOLT— (ACT.) FINISHED (ACT.) #1 Ox3/4 FH SMS, o 0 37 39 FLOOR (4) TO BOTTOM o u 35 RAIL, (3) TO ADAMS RITE 4015 FINISHED THRESHOLD o ¢5 THRESHOLD BOLT SERIES 3000 w o w w 3—PT CONCEALED FLOOR 50—PANEL SERIES 2000 37 39 5—PT CONCEALED O—PANEL °f P9 a� LOCKING SYSTEM Q. LOCKING SYSTEM o� o w o SERIES 2000/3000 Z a w SINGLE SLIDE SERIES 7ARTING000 z BI—PARTING � o 55 55 55 u P aN Qaa tn ", - mo �o co¢ �p x¢ rk0ouCr k1 g" M r7 a rkUr mIM ro E.pinllo.Dale 07 PANIC ,j PANIC i MUNTIN %° 55 MUNTIN �1+aMae M ADAMS RITE 55 ADAMS RITE G86 SERIES G86 SERIES PANIC EXIT DEVICE WITH 2—PT EXIT DEVICE CONCEALED VERTICAL ROD 2 R 55 ��888�SY 55 (ACT.) FINISHED (ACT.) FINISHED ` $ FLOOR FLOOR 14-1856 scale: 2—PT CONCEALED 4—PT CONCEALED PAGeOESCRIP7IONf VERTICAL ROD WITH VERTICAL ROD WITH PANIC RELEASE ASE PANIC RELEASE LOCKING SYSTEM LOCKING SYSTEM 9�1 SERIES 3000 SERIES 3000 SINGLE SLIDE BI—PARTING i I I Windstor i Frame Installation Instructions -= IFor Use With FL 4553 . I F0260 R1 I OPTIONAL 4'-Ci FRAME HEAD I II II II II II — II III II II \ I I OPTIONAL II II HARDWARE II II OR HM II II— - SINGLE SWING MULLION I — - II II - — , II II II II DOUBLE SWING II II II II I II II II II I II II Ll_U 3070 t 100 PSF MAX. DESIGN LOAD 8080 MAX. 4080 t 70 PSF MAX. DESIGN LOAD, 4" MIN./14" MAX. DEPTH 4" MIN./14" MAX. DEPTH 16 GA. MIN. 16 GA. MIN. KO OR WELDED (12 GA. WELDED) KD OR WELDED (12 GA. WELDED) I DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT—LBF II IMPACT RATING = 350 FT—LBF ANCHORS & METHOD OF ATTACHMENT Trio & Trio—E Opening **Sizes Over 6070 Pairs ANCHOR TYPE *LOCATION LOCATION EO — PIPE & SLEEVE @ Jomb:12"Ma:<. From (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH Each End & 19" O.C. WOOD BUCK END & 19" O.C. @ Head: (4) Total Req'd, 3/8" X 6" LAG SCREW 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb EO — PIPE & SLEEVE @ Jamb:12"Max. From (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH Each End & 19" O.C. MASONRY BUCK END & 19" O.C. @ Head: (4) Total Req'd. 3/8" X 6" EXPANSION SHELL 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb 16" — 24" O.C. @ Jomb:16"-24" O.C.@ Grout Joints MASONRY 8" — GROUTED @ Head: 4 Total Req'd, 9" Max. from (Head: 3 8" x 6" Expansion Shell �° GROUT JOINTS ( ) q / P ) Centerline of Head, 9' Max. From Each Hinge Jamb. @ Jamb:16"-24" O.C.@ Grout Joints I WIRE MASONRY — GROUTED '16" — 24" O.C. @ Head: (4) Total Req'd, 9" Max. from (Head: 3/8** x 6" Expansion Shell) @ GROUT JOINTS Centerline of Head, 9" Max. From Each Hinge Jamb. WOOD STUD @ Jomb:6". 6" & Equol-21" Max 6 6" & EQUAL — 21 MAX. for Intermediate Spaces. METAL STUD @ Head: (4) Total Req'd, (NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES 6" Max. From Centerline of Head, 6 Max from Each Hinge Jamb Poured In Place Woll NA NA 'FOR DOUBLE SWING FRAMES WITH 4" FACE FRAME HEADS, (2) ED ANCHORS REQUIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 16" FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCRETE. **FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE-SIDED FRAMES CCOCODoor Page 1 of 13 AMAABLOY ` . Windstorm Frame Installation Instructions For Use With FL 4553 I e F0260_A I wREs �w,r ouvweooa `OPTIONAL 4" FACE FRAME HEAD rMw a M4l( vnREs i ens Cou RaEEd 2d9'MIN ruw r^� aaawx SINGLE SWING CON ENiION PROFILE vnR�s OarRaEEO I~ r Nw I rMAx vanes 3070 MAX. Ii 4" MIN./14" MAX. DEPTH 16 GA. MIN. }1B'MAX PYAX KID OR WELDED (12 GA. IIWELDED) �— DESIGN LOAD = +/-100 PSF XERF PROFILE IMPACT RATING = 350 FT—LBF *ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE *LOCATION EO — PIPE & SLEEVE (BUTTERFLY UP TO '3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG (SCREW EO — PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" — GROUTED 16" — 24" O.C. @ GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24" O.C. - ra ngniq Inlr\ie WOOD STUD 6", 6" & EQUAL — 21" MAX. METAL STUD FOR INTERMEDIATE SPACES (NO FLOOR ANCHORS) - Poured In Place Wall NA THREE SIDED FRAMES C=Ceea Door Page 4 of 13 ASS+4ABLQY i Windstorm Frame Installation Instructions IFor Use With FL 4553 1 . Pocket provided I F0283 t for 1/2" or 5/8" thick wall board '{ \♦ I �5/8„ 0 4type � Flushwithstud 2" Welded Snap— METAL STUD "Z" METAL STUD ANCHOR ANCHOR i Pocket provided Pocket provided for 1/2" or 5/8" for 1/2" or 5/8" thick wall board thick wall board 0 Flush \ with Flush stud 2 ham— with _I_ Welded stud T Snap—in type METAL STUD "Z" WOOD STUD ANCHOR ANCHOR (Used also for METAL STUD Walls) Pocket provided for 1/2" or 5/8" thick wall board O Welded -1 2 F� Snap—in type WOOD STUD "'Z" EXISTING OPENING ANCHOR STRAP ANCHOR Welded EXISTING OPENING ANCHOR STUD WALL FRAME ANCHORS CCeCo Door Page 10 of 13 n A%AABW R