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HomeMy WebLinkAboutNASA Supernova FL16893_R5 InstallationSUPERNOVA ACCORDION SHUTTER EXTRUDED ALUMINUM ACCORDION SHUTTER IF LORI DA STATE APPROVAL CODE VERSION: FLORIDA BUILDING CODE 2017 - Gth EDITION APPROVED FOR USE IN HVHZ AND OUTSIDE HVHZ CATEGORY: SHUTTER5 -- SUBCATEGORY: ACCORDION IMPACT RESISTANT: (LEVEL D) - LARGE * SMALL M15511 E GENERAL NOTES: (FLORIDA BUILDING CODE 2017 - Gth ED. - HVHZ * non HVHZ) I - DEFINITION: THIS PRODUCT IS AN ACCORDION TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LEVEL D OR LARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE UNDER TAS 201, 202 AND 203, ASTM E330, ASTM E 1886 * A5TM E 1996. 3- POSTING: A PERMANENT LABEL SHALL BE PROVIDED AS PER F15C SECTION 1703.5. IT SHALL BE ONE LABEL PER OPENING LOCATED ON THE BOTTOM Of THE CENTER MATE FACING THE EXTERIOR SIDE. 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10. IN HVHZ OR AS REQUIRED BY THE BUILDING OFFICIAL, PRESSURES MUST BE PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE Of GOG3-TG OR AS NOTED. G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR, ARCHITECT OR ENGINEER Of RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN Of THE ANCHORS FOR THIS PRODUCT APPROVAL. HOWEVER, WOOD ANCHORS WITH I .G LOAD DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. USER INSTRUCTIONS: I - DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 Of GENERAL NOTES. 2- CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. 3- VERIFY GLASS SEPARATION ON TABLE 2 If APPLICABLE. 4- DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS PER SHEET 13 AND 14. 5- THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN PRESSURE FROM GENERAL NOTES 4 TABLE OF CONTENTS: DE F/ 0 CEAt /•L: Nom0 O e W WLn No. 52609= Z - W "oma W t t. N 2 w u O toLu N U ar00 Q z z G N W d a s S M STATE OF Alta ,... SHEET DESCRIPTION I TABLE Of CONTENTS, GENERAL NOTES, USER INSTRUCTIONS 2 TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLASS SEPARATION TABLE 2 3 TYPICAL SECTIONS A, B, B 1, 132, B3 * 134 4 TYPICAL SECTIONS C, D, E * GH 5 TYPICAL SECTIONS F, G * I G OPTIONAL CURVE TRACK DETAILS 7 JAMB AND CORNER SECTIONS "J" 8 LOCK MALE * FEMALE SECTIONS "L" 9 LOCK UNIMATE SECTIONS "M" 10 STANDARD LOCK SECTIONS "N" I I COMPONENTS 12 BILL Of MATERIALS, BLADE ASSEMBLY t ANCHOR SCHEDULE. 13 ANCHORAGE SPACING SELECTION 14 ANCHORAGE SPACING SELECTION 15 SECTION "X" DETAILS I G OVER COUNTERTOP INSTALLATION SECTION CT DETAILS STANDARD COMPLIANCE: ASTM E330, E 199G (LEVEL D MISSILE) TAS 201, 202, 203 (LARGE * SMALLMISSILE) ASCE 7-10, ADM -1 5, ND -9-15 ASSOCIATION: N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST, STE I HIALEAH GARDENS, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -6708 WM. NASASH UTTER. COM REV. FEB/ 18 z Q N N Q > Awa o z�2 z'/ ��J 11. dzN _W r U <F - Q) Q) � O m Q� �d N g z Lu O Q o O Qz�= NA DATE: 02/OG/ 18 18-048 5HEET 01 OF IG TABLE I MAXIMUM ALLOWABLE #I BLADE SHUTTER SPAN X PRESSURE MAXIMUM 1150 TABLE I A ALLOWABLE # 1 4� # I B BLADES 5HUTTER SPAN X PRE55URE <=GO" BLADE 5PAN PRE55URE (P5F) INCHE5 F05 NEG BLADE 5PAN PRE55URE (P5F) INCHE5 F05 NEG GO IGO IGO GO IGO IGO GG 158 158 GG 158 158 72 144 144 72 144 144 78 133 133 78 133 133 84 124 124 84 124 124 90 1 I IIG 90 1 I IIG 9G 108 108 9G 108 108 104 100 100 104 100 100 108 93 93 108 93 1 93 114 83 83 114 83 83 120 75 75 120 75 75 12G G8 G8 12G G8 G8 132 G2 G2 132 GI GI 138 57 1_57 138 53 53 144 48 52 144 45 47 150 41 48 38 42 IG2 30 40 IG2 28 33 NOTES: I - ACCORDION 5HUTTER BLADE 5PAN (INCHE5) FOR ALL CONDITIONS 2- PRE55UPE - DE51GN WIND LOAD (P5F) 3- LINEAR INTERPOLATION 15 ACCEPTABLE FOR DE51GN WIND LOAD5 AND BLADE SPAN BETWEEN TABULATED VALUE5. 4- U5E TABLE I A WHEN ONE OR MORE TYPE 15 BLADE 15 U5ED 5- BLADE REVERSED I1,15TALLATION 15 ALLOWED FOR ALL MOUNTED CONDITION5 TYPICAL ELEVATION A,B,C,D,-El n 7i N INTERIOR / EXTERIOR 1--\ flINQ- INTERIOR/ EXTERIOR INTERIOR / EXTERIOR 1--\ #Ci' INTERIOR/ EXTERIOR INTERIOR/ EXTERIOR 1 100°_ 1 100 1 1B 6. 1 ALL ALUMINUM 5LADE5 1 COMBINATION Z ALUMINUM / LEXAN BLADES 5LADE5 CAN BE ARRANGED IN MANY COM5INATION5 AS REQUIRED 1B INTERIOR / EXTERIOR TYPICAL CROSS SECTION on BOTTOM ALL LEXAN 5LADE5 TABLE 2 MINIMUM SHUTTER SEPARATION FROM GLAZING GLAZING SEPARATION (INCHE5) BLADE TYPE r- <=GO" <= 104" <= I G2" ALUMINUM 2" 2 3/4" 3" ALL ELEVATIONS LEXAN 3" 3" v <=30' ELEVATION LEXAN 2 1/4511 3" 3" >30' ELEVATION NOTES: I- 5EPARATION FROM GLAZING AREA5 SHALL BE MEASURED FROM GLAZING 5URFACE TO THE INNER MOST BLADE OR LOCK SURFACE. v (BROWARD AND MIAMI-DADE COUNTIE5), WIND ZONE 4 A5 PER A5TM EI 99G AND E55ENTIAL FACILITIE5 A5 DEFINED ON A5CE 7-10, 3- WHEN 5HUTTER 15 A55EM5LED WITH BOTH TYPES OF BLADES THE LARGEST GLA55 5EPARATION SHALL APPLY. U 4 7i I— Q N p CL r= I- 0 -'- L, M, N v Lv UA ¢ 4 w J I— w Ld h— h— 0 A,B,B 1,B2,B3 B4,C,D,E,F,G,1 SHUTTER WIDTH (SW) mn I TMTTOTTrlt\l n 7i N INTERIOR / EXTERIOR 1--\ flINQ- INTERIOR/ EXTERIOR INTERIOR / EXTERIOR 1--\ #Ci' INTERIOR/ EXTERIOR INTERIOR/ EXTERIOR 1 100°_ 1 100 1 1B 6. 1 ALL ALUMINUM 5LADE5 1 COMBINATION Z ALUMINUM / LEXAN BLADES 5LADE5 CAN BE ARRANGED IN MANY COM5INATION5 AS REQUIRED 1B INTERIOR / EXTERIOR TYPICAL CROSS SECTION on BOTTOM ALL LEXAN 5LADE5 TABLE 2 MINIMUM SHUTTER SEPARATION FROM GLAZING GLAZING SEPARATION (INCHE5) BLADE TYPE BLADE SPAN <=GO" <= 104" <= I G2" ALUMINUM 2" 2 3/4" 3" ALL ELEVATIONS LEXAN 3" 3" 3" <=30' ELEVATION LEXAN 2 1/4511 3" 3" >30' ELEVATION NOTES: I- 5EPARATION FROM GLAZING AREA5 SHALL BE MEASURED FROM GLAZING 5URFACE TO THE INNER MOST BLADE OR LOCK SURFACE. 2- GLA55 5EPARATION 15 APPLICABLE ONLY WITHIN THE HVHZ (BROWARD AND MIAMI-DADE COUNTIE5), WIND ZONE 4 A5 PER A5TM EI 99G AND E55ENTIAL FACILITIE5 A5 DEFINED ON A5CE 7-10, 3- WHEN 5HUTTER 15 A55EM5LED WITH BOTH TYPES OF BLADES THE LARGEST GLA55 5EPARATION SHALL APPLY. .••''�• DE f/ .,• 0 ••' O •„rrPlrrprr4 ••• W Fu ,��Q���,.••��CENSF ,•�,p•: Nro uj No. 5260 = °lu wu ` . w ' STA E OF . p . ••s V• r •rrrrr rnr••r•�` •�' U � (Yi •• .SOON L ••' >luu0 ,111/111 tttttt N J Z J a�lu od V 6' z�z2 S M z Q N N w > �wQ O z �_ Z z Dew ry Q z UW LL, o2 ten- �Qw UVJ u�Q� U z O Q Q) m j =i z < z Z w 0 <C 0 q � L Q G� w o Z 0= 7V DATE: 02/06/ 18 DRAWING # 18-048 SHEET 02 OF I G 2, 2A _ moo Tw PZ ¢a m V1 -i F wz �a L aCL �� w Li coo 2, 2A---' q z ¢d J y A4 _ 1/4-14X1' GRS SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC i-11 1z TYPICAL 5ECTION5 REFER TO SHEET 13/14 0 T FOR ANCHORAGE SELECTION RECTION A BUILT -OUT ON ANGLE HEADER OR SILL 1/4-14Xi' GRS SDS OR 1/1B 1/4-20X1/2' HRMS W/NUT SPACED AT 12'OC uj L w REFER TO SHEET 13/14 11 .`• w ¢ FOR ANCHORAGE t- SELECTION I SECTION B EMBED. BUILT -OUT ON REVERSE ANGLE r HEADER OR SILL 1/4-14X1" GRS SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC ujfREFER TO SHEET 13/14 Lo z FOR ANCHORAGE 11 w SELECTION .. W.;:' ^� EMBED.___ I SECTION 51 "A" TRACK ON REVERSE ANGLE SILL ONLY ~ 4 16 OPTIONAL 1/4-14X1' GRS SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC i w z Aa a� J Lo P4 s coo 0� Tw _ � X 9 1/4-14X1" GRS SDS OR 1/4-20X3/4" PHMS W/NUT SPACED AT S" OC 1/1B 1/1B _#10X3/4' TEKS AT 12" OC 10 REFER TO SHEET TT 13/14 FOR A u- [ANCHORAGE w < SELECTION P1 111 FLI---EMBED, �' z ¢ •••••'' , DE F� CL �• ,.•............... N ��••�Q�,,.•��CENss. .Q ? Li ' No. 5260 - o = Oz z�� *w Lu STA E OF Li A4 Qz� .. SOON N 00 02 M •• V pmt .• ` ••,������iii w r u••• N z O FSB z =0 Lu REFER TO SHEET 13/14 0 T FOR ANCHORAGE SELECTION RECTION A BUILT -OUT ON ANGLE HEADER OR SILL 1/4-14Xi' GRS SDS OR 1/1B 1/4-20X1/2' HRMS W/NUT SPACED AT 12'OC uj L w REFER TO SHEET 13/14 11 .`• w ¢ FOR ANCHORAGE t- SELECTION I SECTION B EMBED. BUILT -OUT ON REVERSE ANGLE r HEADER OR SILL 1/4-14X1" GRS SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC ujfREFER TO SHEET 13/14 Lo z FOR ANCHORAGE 11 w SELECTION .. W.;:' ^� EMBED.___ I SECTION 51 "A" TRACK ON REVERSE ANGLE SILL ONLY ~ 4 16 OPTIONAL 1/4-14X1' GRS SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC i w z Aa a� J Lo P4 s coo 0� Tw _ � X 9 1/4-14X1" GRS SDS OR 1/4-20X3/4" PHMS W/NUT SPACED AT S" OC 1/1B 1/1B _#10X3/4' TEKS AT 12" OC 10 REFER TO SHEET TT 13/14 FOR A u- [ANCHORAGE w < SELECTION P1 111 FLI---EMBED, �' 4 •••••'' , DE F� ., s� o 12 �• ,.•............... �'•- INwm •�•: ��0 ��••�Q�,,.•��CENss. .Q ? :O-L ' No. 5260 - o = Oz z�� *w Lu STA E OF iu ° 4 Qz� .. SOON N 00 02 M •• V pmt .• ` ••,������iii ''• u••• N z O FSB z =0 Lu 0 �� x1100 ' ' v s ?D�g ? g IL SECTION 52 INN "A" TRACK ON STD ANGLESILL ONLY L REFER TO SHEET 13/14 w ¢ FOR ANCHORAGE cam SELECTION i1M RECTION 53 ADJUSTABLE ON STD ANGLE SILL ONLY 4 I— z q z N d � �WQ a Oz z�� z NNW J Qz� pOcn Lu 0 �0Lu �(L OD IUB (L RECTION 53 ADJUSTABLE ON STD ANGLE SILL ONLY U J 0 m QJ = tL z Q �z � w o d O d w O Qz�= SCALE: NA DATE: 02/06/ 18 DRAWING # 18-048 5HEET 03 OF I G 4 1/1B q z #10X3/4' TEKS a AT 12" OC J 16 OPTIONAL i/4 -14X1" GRS SDS OR F �� x1100 ' ' v 1 1 /4-20X3/4' PHMS W/NUT SPACED AT S'OC 0ii uj � X < w fil REFER TO SHEET 13/14 = 10 w ¢ FOR ANCHORAGE A SELECTION w ca Z $ SECTION 54 ADJUSTABLE TRACK ^P EMBED. ON REVERSE ANGLE SILL ONLY U J 0 m QJ = tL z Q �z � w o d O d w O Qz�= SCALE: NA DATE: 02/06/ 18 DRAWING # 18-048 5HEET 03 OF I G TYPICAL SECTIONS �• 0E F� •• •� 0 „,..,•••••....,.In D •. •�• Q�:I .a �. tc s, Luc-. N i Q Lu I,, N c No. 52609 z o w (ED) EDGE D I STANCE -O � a STATE OF a %0 3, 3AW a '•. ''��,,,O,R 1 �.•••'• • oc m •.•,s •••' �pm� W •••.S�ONAL ��;,•• W u o REFER TO SHEET 13/14 •����� w z ^ VFOR ANCHORAGEp Z = O O r, Q SELECTION FF8 w a ULud I I ; ; Q 1 06q z� Lu OPTIONAL REFER TO SHEET 13/14 L3 II Z 1/iB co FOR ANCHORAGE _ d SELECTION a v V1 N w w i cue3,3 1/4-14XV GR5 SDS OR M a 1/4-20X1/2' HHMS W/NUT x -� w SPACED AT 12' OC w 1/1B z rno0 Qcoo 1'_ REFER TO SHEET 13/14 Q a1 / 1 B FOR ANCHORAGE , SECTION E U SELECTION > w Q N 3, 3A `= �' -1 . 8,_.., ANGLE INSET MOUNT � ni .. A — HEADER OR SILL z _ z �_Lu �Lu rev SECTION C ry Q zz WALL MOUNT WITH I- Lu Q —Lu � — TRACK 3 OR 3A HEADER OR SILL O O LU REFER TO SHEET 13/14 FOR ANCHORAGE U SELECTION z (ED) EDGE DISTANCE Q REFER TO SHEET 13/14] co FOR ANCHORAGE cti _ SELECTION 6A O cm #10X3/4' TEKS 6A a a ( ED) EDGE � AT 12 oc DISTANCE w a N g � EQ. EQ. z W 2 OQ o� 10 2, 2A r 1 I I a = LD cy=I I O Q O� ' II _ 1/4-14X 3/4' TEKS Q z w I T ISPACED AT 12' OC = = SECTION D w SCALE: w INSET MOUNT W/ A z NA A ¢ TRACK 2 OR 2A = J � SECTION GH DATE: M J a_ HEADER OR SILL cn as ADJUSTABLE MOUNT c=i, pq 1 / 1 B HEADER / SILL OD2//OG/I 8 C 18-048 SHEET 04 OF I G W = W Q Z R' ¢ w ¢ a. C4 EDGE _ 1 c+�oa TYPICAL SECTIONS 1/iB #10X3/4' TEKS AT 12' oc ANCHORS SPACED (ED) AS PER SECTI❑N G EDGE ON SHEET 13/14 DISTANCE SECTION G ADJUSTABLE MOUNT SILL ONLY EDGE CLEARANCE (EC) INTO CONCRETE= 4" (3000 PSI CONCRETE) INTO WOOD= 2 112" (WOOD SG:0.55) INTO METAL:2" (6063TGAWM.ORA5TMA3GSm) 1/1B ALL ANCHORS TYPE ON SHEET 13/14 SPACED AT 48'❑C APPLICABLE FOR ALL LOAD C❑NDITI❑NS FROM TABLE 1 (EC) EDGE�J I CLEARANCE ++ W _(ED) EDGE W DISTANCE SECTION I RECESSED MOUNT SILL ONLY (ED) EDGE DISTANCE Z (4 L3 w J o!pq W _, 1 .I to -3 71F I I 0 4�� ra w < ED) EDGE DISTANCE w 1/iB #10X3/4' TEKS AT 12' oc �.`0� ���.��� C E N SF'.yy/ Q s s No. 52609 STATE F ..•F'' •y.....,..... � s ANCHORS SPACED AS PER SECTI❑N G1 ON SHEET 13/14 FEB 0 6 2018 SECTION G I ADJUSTABLE MOUNT SILL ONLY REFER TO SHEET 13/14 FOR ANCHORAGE SELECTI❑N SECTION P "A" TRACK INSET MOUNT SILL ONLY I— z Q N N Q �wQ O z Z) z N w ry QzN _W o0(s) D0_ o�W L cn < Q 2 O m {1 z � � Q z w O Q a/ O V C9 Juj Q Q pU 0 (= Q Qz�= SCALE: NA DATE: 02/04/ 18 DRAWING # 18-048 SHEET 5 Of IG S�Gg�Z� >' TRACK I OPTIONAL. CURVED TRACK BENT TRACK OR SEGMENTED TRACK OPTIONS SEGMENT >=8 IN ANCHOR SCHEDULE 4" OC ON SHEET 13 TO DETERMINE ANCHORAGE SPACING SGOO����RMG�E P���,p 3 fps P�ZN 0� SOp� OORP00 SEGMENT >=8 IN SEG8�1N JOINT JOINT r. ® TYPICAL MINIMUM JOINT 4'OC N // 1%N // JOINT 41 OC JOINT NOTE. JOINTS CAN BE WELDED OR NOT WHEN 15 NOT WELDED, THE MINIMUM OF TWO ANCHORS PER SEGMENT 15 REQUIRED AND EACH SEGMENT MUST HAVE AN MINIMUM 8" LENGTH TRACK -n SEGMENT >=8 IN JOINT JOINT JOINT TYPICAL MINIMUM 4' OC SEGMENT j=8 IN JOINT .�ypTC �M MTNTM EACH SEGMENT CANNOT BE LESS THAN 8 INCHES LONG EACH SEGMENT MUST HAVE AT LEAST TWO ANCHORS WITH SPACING NOT LE55 THAN 4" OC AT THE JOINTS OR AT SEGMENT. ANCHOR SPACING MUST BE VERIFIED A5 PER SHEET 13 mzm SEGM�IN JOINT L >' aU00 D�?DjB tu ZTz2 lu H z cJ� cJ� d � �wQ OZ rZ z CLW ry Q z_j 1-W pON lu o� �lutv �� 8Qg d Lu �o m d z � W 0 d d O OILI d d = -1 DATE: 02/06/ 18 DKAW NG # 18-048 5HEET OG OF 16 lei •+�% ago Qac, ,. F''• • a No. 52609 p: w:U) w 0°� :t w w -O STATE OF �; Q '�0::• •••.• aU00 D�?DjB tu ZTz2 lu H z cJ� cJ� d � �wQ OZ rZ z CLW ry Q z_j 1-W pON lu o� �lutv �� 8Qg d Lu �o m d z � W 0 d d O OILI d d = -1 DATE: 02/06/ 18 DKAW NG # 18-048 5HEET OG OF 16 ❑PTI❑NAL SEALANT ANCHORAGE TO WALL IS NOT NECESSARY civ f� or 1 IL __j 1 4 TOP & BOTTOM TRACKS TYPICAL HORIZONTAL JAMB AND CORNER SECTIONS J MIN. ( 3) ANCHORS SECTION J TYPE A, B, C OR D JAMB CLO5URE 4" FROMS ENDSSECTION J I WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE I I INSET MOUNT (X2) #10X1 SDS —9,9A TOP AND BOTTOM lA _,�TRACKS ANCHORS TYPE (Y= N 1 1B A, B, COR D SPACED AT 24" OC O—k DGE NCE SECTION J2 A. It JAMB CLO5URE BUILT -OUT MOUNT 21 OR ii #10X3/4" SS SMS OR 1 3/16° POP RIVETS SPACED AT 24" ❑C N 1 1B 1 lAY I EMBEDMENT :CTION J3 RNER CLO5URE 0••-- s. DE f • Ni S<e si No. 52609 STATE OF ••••Z NAL � +•� 0 06. r►: Ngo • w l% N * _ zQd • v w m ••�` " N m WWii O osz� z=00 uj z 0Z LL_ WmELD_ d s M F - Q N O2 zj2 z CNH [� Qzcn �Lu Lu oi n0Lw ��r ��O Lv1 u�Qg 02/06/ 18 18-048 SHEET 07 OF 16 U Q m �m LL_ Fu a z� z w LL_ OL 0 g o �a :7 SCALE: NA 02/06/ 18 18-048 SHEET 07 OF 16 TYPICAL HORIZONTAL SECTIONS HD LOCK 5ECTION5 L NOTE: SHUTTER CANBE LOCKED FROM Z n, INSIDE OR OUTSIDE BY PLACING LOCK (- INSIDE OR OUTSIDE AS REQUIRED. zo �" ¢ ¢ = SECTION L 0 , w -J W H LOCK BLADE SECTION rn f- 1.1 CL i . i CLOSF POSITION EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 SECTION L LOCK BLADE SECTION OPEN POSITION AND INSIDE THUMB TURN fy INSTALLED ON SHAPE 8 I IB ALTERNATE SECTION L I LOCK BLADE WITH STARTER BLADE SECTION 8 ANCHORS TYPE A, B, C OR D SPACED AT 24'❑C IA COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 •••'- DE F •••••�40 O �r•pr�rw•••ar -Vj�- �� J K �� • - W IL N '40 No. 52609•. w $ W o N 4. STATE F • w �; Q •.• OR 1 ,.••'' •.• m tu zzOOO lu z 'T z z�g� wm(L(L ERA DATE: 02/OG/ 18 DRAWING # 18-048 SHEET 08 OF IG z Q EMBEDMENT - d � > �WQ OZ z�� z uj (V Qz� W oo0) U U-1 Lu 0� �O� W DATE: 02/OG/ 18 DRAWING # 18-048 SHEET 08 OF IG U EMBEDMENT - QT UUU���JJJ W 0 Z � A =i W Qc G �^ � O d Q/ u i O V / Q Q 0 J Q DATE: 02/OG/ 18 DRAWING # 18-048 SHEET 08 OF IG NOTE: SHUTTER CAN BE LOCKED FROM INSIDE OR OUTSIDE BY PLACING LOCK INSIDE OR OUTSIDE AS REQUIRED. TYPICAL HORIZONTAL UNIMATE LOCK SECTIONS M z a SECTION M �- LOCK BLADE SECTION rt nr'iF PnC.ITInAI LOCK BLADE SECTION OPEN POSITION PUSH BUTTOM LOCK WITH KEY OR THUMBTURN LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE -20X3/4'THUMB SCREW LOCATED ON )ION INTERIOR OR EXTERIOR SIDE LR'ILL AND TAP OPPOSITE BLADE OR INSTALL JACK NUT TREAD TO RECEIVE SCREW 7 7B PUSH BUTTOM LOCK WITH KEY OR THUMBTURN LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE ALTERNATE SECTION M I LOCK BLADE WITH STARTER BLADE SECTION 7B 7 OR 7A 7 4- 1/4X1 rNcrni OPTIONAL LOCKING PINS APPLICABLE ONLY TO SECURE STACK IN THE OPEN POSITION 7A . DE ++ f ++ •. ,'''.�o,'////gyp/m••/"•'/ CEIVS. r' No. 52609 •' � : .STAT OF •'�• •• ORI ..•�'°�� ss�ONAL E�;++ 1/4-20X3/4'THUMB SCREW LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DRILL AND TAP OPPOSITE BLADE OR INSTALL JACK NUT TREAD TO RECEIVE SCREW 7,7A OR 7B I rb PUSH BUTTOM LOCK 1 LOCATED ON ACCORDION 1B INTERIOR OR EXTERIOR SIDE L7 OR 7A FEB U 7B ANCHORS TYPE A, B, C OR D SPACED AT 24' OC w tj w ¢ a W H ... q t - z Q N U7 Q �WQ 0z Zm Z> Q Z N D(L (/lu C) SOW �Uoz °� 6Qg IV DATE: 02/OG/ 18 DRAWMG # 18-048 SHEET 09 OF I G off TYPICAL HORIZONTAL SECTIONS '/��.••o�, QE FBF STD LOCK SECTIONS N : In No. 52609 . W W � W K -Z , N STATE: OF � � �•� aOR � NOTE: 5HUTTER CAN BE LOCKED FROM •.�Fs '"'H• • •• � � o m INSIDE OR OUTSIDE 5Y PLACING LOCKSECTION N �'••s�ONA < V o INSIDE OR ,�; OUTSIDE A5 REQUIRED. z a LOCK BLADE SECTION z lu 0 0 w CLOSE POSITION F� �i w U Q d v,Qw ©V If z0)zu- z D- N MIS z N _ Z Q 1 1 cJ) I I N 22A Q 6� 22 / tou D 22B O w Qzc!) p ct) U W O to CL ANCHORS TYPE p o lu A, B, C OR D U SPACED AT 24'OC ALTERNATE SECTION N I SECTION N LOCK BLADE WITH STARTER BLADE SECTION LOCK BLADE SECTION IA CU OPEN POSITION 3� EMBEDMENT 2. 15 w zQ z oz 0 A ? u cn co La z (U w Z W � O c O 1 22A 22 ¢ �Q IBJ 0 0LUQ 22A- 22B 22 5CALE: NA DATE: 1 1 02/06/ 18 1B IB DRAWING # 18-048 5HEET IOOF 16 4. 54 —4. 08 cu o C5 O� O• 1- 0.05" ACCORDION BLADE 4. 61 4, 08 , ,Z) O 0 0O 1 C- 0.05" FLOATING STACK BLADE N M 0 0 0 113- COMPOSITE ALUMINUM / LEXAN BLADE LEXAN POLYCARBONATE APPROVED AS PER NOA 13-0717.01 XL 102UV U. U/ RG OPTIONAL 2- INSET TRACK W/ RG 2. 1- INSET TRACK W/O RG HEADER/ SILL MOUNT HEADER/ SILL MOUNT 0. 125 ALTERNATE CALK ( ({ r END RECEPTOR FA i—1 83 Lo . a ^O o o N O AO. 86 m - --j0.61f-- 0.07 RG OPTIONAL 3A- 2" BUILD -OUT TRACK 3A. 1- 2" BO TRACK W/0 HEADER/ SILL MOUNT RAIN GUARD (RG) ((�-� ENn� PTORLK SHUTTER COMPONENTS 0. i0�r� 0. 10 L 2.83 2, 41 O a _ c5 0 O 0. 86 m 158_A 0.07 ---O, 61 f-- �RG OPTIONAL 3- 1 " // J' BUILT -OUT TRACK 3. 1- 1 " // " BO TRACK W/O HEADER/ SILL MOUNT RAIN GUARD (RG) 86 i0l 61 n 0, 95t �--1. 13--�--1, 29- 3-37- 4- 93.374- "A" TRACK SILL MOUNT ONLY n M 0, 07 ' 2,23— G- ,23G- ADJUSTABLE FEMALE HEADER/ SILL MOUNT 0. 07 O N 0 GA- ADJUSTABLE MALE HEADER/ SILL MOUNT 5- RECESSED TRACK SILL MOUNT ONLY 7- UNIMATE W/O LP LOCKING BLADES 0.61 2. 07%to 0 7A- UNIMATE W/ LP LOCKING BLADES �•-1, 23 j O �+--1. 45--- I 5 I A- STARTER BLADE 0.46 0 O —2.07-1 O u) 1.65 1 01 0 �1 9- 1"JAMB CLOSURE O 2.28 --� }--3, 07-----I 9B- IiD JAMB CLOSURE I o I n 0 7- 3, 70----•-I 9A- 2" JAMB CLOSURE 22- FEMALE STD LOCKING BLADE 22A- MALE STD LOCKING BLADE 0,51 1. (1 (ll i of 11 i � i 1 110,08 8- FEMALE HD LOCKING BLADE c 75- UNIVERSAL LOCKING BLADES CO O SA- MALE HD LOCKING BLADE DE F/ .Q�`�`�`� ��. QVtt No. 52609 STAT OF0. : +'=c� 0R1 o+ua 1 0.79 na M �0 O 228- LOCK KEEPER INSERT 0, 41 a o 01Fo -. SB- ADAPTOR FILLER USE WITH 8 AND SA 0 � J ? � u -J 1 W ii • Z �� • � o r m rL Vr•• u N m •4` ow U p m -5 �w�O ZLoo w U Q z z LL. 0 CQ S S M Q ui >tu d � D- o 2 z tu Qzu) OD �W po�5 w 5HEET OF 16 w Q CC) LL I 0 z a � o z w d O aU' Q � L O Q OQ SCALE: NA DATE: 02/06/ 18 DRAWING # 18-048 5HEET OF 16 TYPICAL BLADE ASSEMBLY 0. 500 0. 460 0. 460 0,390 0.20 0. 390--M cna, I -"TT o O �I ii O O i I o 111 T 0. 310 I O 'r O J� 1 O vo O O N I G- .40' 0 X.G5" 15-40 .40 0 X.93" 0. 50 NYLON WHEEL BUSHING NYLON BUSHING 20- 112" 0 X 0.30 NYLON WHEEL SPACER 12- WHEEL CARRIER STAMPED SS WITH NYLON WHEELS 0 o.' O' '0 O O H1.24 13- # 10X3" tits BLADE SCREW 410 STAINLESS STEEL 13A- #I OX2" HH BLADE SCREW 410 STAINLESS STEEL 0. 44 0. 03 O (U 6 14- 0.03" X 0.44" 0 STAINLESS STEEL FLAT WASHER BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER I BLADE GOG3-TG ALUMINUM N.A.S.A. 1 A STARTER BLADE GOG3-TG ALUMINUM N.A.S.A. 113 COMPOSITE BLADE GOG3-TG / LEXAN N.A.S.A. I C FLOATING STACK BLADE GOG3-TG ALUMINUM N.A.S.A. 2 CEILING TRACK GOG3-TG ALUMINUM N.A.S.A. 3 1 " WALL MOUNT TRACK GOG3-TG ALUMINUM N.A.S.A. 3A 2" WALL MOUNT TRACK GOG3-TG ALUMINUM N.A.S.A. 4 "A" TRACK GOG3-TG ALUMINUM N.A.S.A. 5 RECESSED TRACK GOG3-TG ALUMINUM N.A.S.A. G ADJUSTABLE FEMALE TRACK GOG3-TG ALUMINUM N.A.S.A. GA ADJUSTABLE MALE TRACK GOG3-TG ALUMINUM N.A.S.A. 7 UNIMATE LOCK BLADE W/O LP GOG3-TG ALUMINUM N.A.S.A. 7A UNIMATE LOCK BLADE W/ LP GOG3-TG ALUMINUM N.A.S.A. 8 HD FEMALE LOCK BLADE GOG3-TG ALUMINUM N.A.S.A. 8A HD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.S.A. 813 HD ADAPTOR FILLER GOG3-TG ALUMINUM N.A.S.A. 9 1"JAMB CLOSURE GOG3-TG ALUMINUM N.A.S.A. 9A 2" JAMB CLOSURE GOG3-TG ALUMINUM N.A.S.A. 10 1/4-2X ANGLE GOG3-TG ALUMINUM N.A.S.A. I I 118-2X ANGLE GOG3-TG ALUMINUM WA.S.A. 12 WHEEL CARRIER PLATED STEED NYLON N.A.S.A. 13 #1 OX3" HH BLADE SCREW 4 10 STAINLESS STEEL N.A.S.A. 13A # 10X2" HH BLADE SCREW 4 10 STAINLESS STEEL N.A.S.A. 14 0.44" 0 FLAT WASHER STAINLESS STEEL N.A.S.A. 15 0.4G" 0 x 0.93" BUSHING NYLON N.A.S.A. 1 G 0.40 0 x O.G5" WHEEL BUSHING NYLON N.A.S.A. 19 PU5H-13UTTOM LOCK 20 112"x 3/8" WHEEL SPACER NYLON N.A.S.A. 21 1/IG"-IX2, IX2.5, IX4, 1.5X3 ANGLES GOG3-T5 ALUMINUM N.A.S.A. 22 STD FEMALE LOCK BLADE GOG3-TG ALUMINUM N.A.S.A. 22A STD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.S.A. 2213 STD LOCK KEEPER GOG3-TG ALUMINUM N.A.S.A. ANCHOR SCHEDULE TYPE DESCRIPTION EMB E.D. A 1/4" ITW TAPCON INTO 3000 P51 CONCRETE - 1.75 3.0 1/4" ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 A I 14" ITW TAPCON INTO CONCRETE BLOCK 114" ELCO ULTRACON INTO CONCRETE BLOCK 1.25 1.25 3.0 2.5 B 114-20X I ALL POINTS 50LID-5ET INTO 3.0 KSI CONCRETE 0.875 3.0 151 14-20X I ALL POINTS 50LID-5ET INTO CONCRETE BLOCK 0.875 3.0 C 11411 WOOD LAG SCREW INTO G=.55 WOOD 1.50 0.75 D 114"- 14 SELF DRILLING 5CREW5 INTO 1 /8" STEEL OR ALUMINUM --- 0.75 E 114" CRETE -FLEX 554 INTO 3000 P51 CONCRETE 1 1.75 1 3.0 E 1 1/4" CRETE -FLEX 554 INTO CONCRETE BLOCK (2000 P51) 1 1.25 1 3.0 �.o••,•�, DE F1 �•''''Q�O��••� C•E•M SF �� No. 52609 'Q OF O �'•• : P NOTES: I - ED: EDGE DISTANCE SHALL BE BEYOND WALL DRESSING 2- EMB:EMBEDMENT SHALL BE BEYOND WALL DRESSING 3- 114" TAPCON, 114" CRETE -FLEX, # 14 WOOD SCREWS CAN BE USED IN REPLACE OF 114" LAG SCREWS 4- ANCHORS 'TYPE A CAN BE USED WITH REDUCED EDGE DISTANCE (3.0>E.D.>= I 114") WHEN THE TABLE ANCHOR SPACING VALUES ON SHEET 13114 ARE MULTIPLIED BY 0.95. THI5 15 APPLICABLE ONLY FOR MOUNTS TYPE A, 13,131,132, B3, 54 AND C 5- THE ANCHOR TYPE A I CAN BE USE WITH REDUCED EDGE DISTANCE OF I " FOR ITW TAPCONS AND 2" FOR ULTRACONS FOR INSTALLATIONS WITH MOUNTS TYPE A. B, B 1, 52, 53, 54 AND C. THE TABLE VALUES ON SHEET 13 CAN BE USED W/O REDUCTION. 0 •% N lu °' °�"0° u-, L N * _ "0 IL. • ,n o u 0 N o m U ku W u 0 NIqz� z=00 ku Z ZLL zm0-ri Eli M z Q N N W Q > Lu O2 z :D 2 z 2Nw Q z N W C) L) N Dow O (s) NA DATE: 02/OG/ 18 18-048 SHEET 12 OF IG DEF SECTION X .•`�����''.��� c eNSF ;y U) n TRACK 2 OR 2A INSET MOUNT •� Q w N LO SECURED TO AN ALUMINUM PLATE ? IVO. 52609 o BETWEEN WOOD TRUSSES * ? * * a w o STATE OF •�`' 0�m 0, 63 0. 62 ••••••;BONA `¢�� � w _j 0 5. 00 y�•nep � � z 1. 251, 251. 25 z = O O <4 PER RAFTER) o � g 1/4'X 2 1/4 FH TAPCONS r PENETRATIONWITH 2' MUM INTO WOOD 1/4"X5" GOG3-TG ALUMINUM PLATE FF8 0 6 ZQl w °� ° ° S 5. 00T— cu 1/4'X5' OR 1/8-X5' 6063-T6 0 2, 2A ALUMINUM PLATE SECURED TO F - RAFTERS AT MAXIMUM 24' OC o Q SEE TABLE BELOW FOR SHUTTER ALTERNATE TO7ANGLE w coo 1 I 1/4"X2"X5" GOG3-TG AL(ti = SPAN & PRESSURE W WI 1/4"-14X 2' SELF DRILLING SCREWS F- A ¢ SEE SHEET 5 MOUNT TYPE D \>\ � V lu CL ANCHOR TYPE D FOR ANCHOR SPACING / z pqL 1 1/1B O W a) lV Q z cn W oo� s. oo o � lu j o0 M O~ U (LT) fag o 1/8"X5" GOG3-TG ALUMINUM PLATE ALLOWABLE DE51GNED PRESSURES POR 5ECTION X WITH 114" ALUMINUM PLATE BLADE SPAN MAXIMUM DESIGNED PRESSURE P5F) (IN) BLADE I BLADE I B GO ± 159 ± 159 72 ±132 ±132 84 1 ±113 ±113 90 ±IOG ±IOG 108 ± 88 ± 88 12G ± G8 ± G8 132 ± G2 ± GI 144 +48,-52 ±41 I G2 1 +30,-40 +28,-33 ALLOWABLE DE51GNED PRESSURES POR 5ECTION X WITH I /8" ALUMINUM PLATE BLADE SPAN MAXIMUM DESIGNED PRESSURE (P5F) (IN) BLADE I BLADE 113 GO ±99 ±99 72 ±82 ±82 84 ±71 ±71 90 ±GG ±GG 108 ±55 ±55 12G ±47 ±47 132 ±45 ±45 144 ±41 ±41 1 G2 ±30 +28,-30 NOTE: I - LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES 02/00/ 18 18-048 5HEET 150E IG U J s. 00 J o ALTERNATE TO PLATE o O I/8"X2"X5" GOG3-TG ALUMINUM ANGLE �j m ch cu z z w � o z w Q O Q �Q Q w O SCALE: NA 02/00/ 18 18-048 5HEET 150E IG SECTION A 1/4-14X1° GR5 SDS SPACED AT 12" OC REMOVABLE 1/8"-2X4 –6063–T6 ALUMINUM TUBE CONNECTION SECTION C SUBSTRATE 1/4-14X1° GR5 SDS SPACED AT 12'OC 3VABLE '-2X4 6063–T6 HINUM TUBE 1/4-14X1° GR5 SDS SPACED AT 12" OC SECTION CT REMOVABLE 51LL OVER COUNTER TOP SHUTTER r—TOP TRACK ( 2 PER CLIP) 1/4X3 1/4' ITW TAPCONS 1 3/4" EMBED, INTO CONCRETE–, a FIXED SECTION TO HOLD SHUTTER STACK SEE SECTION B ON SHEET 3 FOR ANCHORAGE DETAILS ,d ,� Ul ir-r-1 U-1 M. ( 3 PER CLIP)--/ 1 /4-20X3" HHMS 47 WITH WING NUTS 1/4-2X2 CLIP—/ LCON1 CONI–J TUBE ANC11011,A6E CON I i ---OPENING * T -- SECTION A -- SECTION B -- 5ECTION C •••' DEF - • ,` ^'• s`�'''Q�L ✓M�� C E N Qui �. No. 52609 STATE OF s G ''••.S�ONAt ��.•' FEB a.6 � ( 2 PER CLIP) 1/4X3 1/4" ITW TAPCONS 1 3/4" EMBED, INTO CONCRETE ( 3 PER CLIP)–' 1/4-20X3" HHMS WITH WING NUTS I 1/8-2X4 6063-T6 ALUMINUM TUBE �- REMOVABLE TRACK W/ TUBE W �1/8-2X2 CLIP w IXED TRACK 0 P '• �Wm O L ZW� *'z'oe : 6) oL 0 �% m m Ln d m UJ wwUO N Z J Z=oo z�Z� D ZI LI S M z Q lu N Q � �� O z�2 z Qz(j) W pOD SGL o°W � ((�� OZ02 L1JJ W Q� DATE: 02/06/ 18 DRAWING # 18-048 SHEET 160E 16 81' MAX. OPENING WIDTH � w MAXIMUM PRE55URE RATING: ±60 1`51'w zuj Ew d= ti � 1 h ! i WALL MAX. 96" REMOVABLE WALL TRACK TUBE + TRACK TRACK —TOTAL SHUTTER WIDTH ( 2 PER CLIP) 1/4X3 1/4' ITW TAPCONS 1 3/4" EMBED, INTO CONCRETE–, a FIXED SECTION TO HOLD SHUTTER STACK SEE SECTION B ON SHEET 3 FOR ANCHORAGE DETAILS ,d ,� Ul ir-r-1 U-1 M. ( 3 PER CLIP)--/ 1 /4-20X3" HHMS 47 WITH WING NUTS 1/4-2X2 CLIP—/ LCON1 CONI–J TUBE ANC11011,A6E CON I i ---OPENING * T -- SECTION A -- SECTION B -- 5ECTION C •••' DEF - • ,` ^'• s`�'''Q�L ✓M�� C E N Qui �. No. 52609 STATE OF s G ''••.S�ONAt ��.•' FEB a.6 � ( 2 PER CLIP) 1/4X3 1/4" ITW TAPCONS 1 3/4" EMBED, INTO CONCRETE ( 3 PER CLIP)–' 1/4-20X3" HHMS WITH WING NUTS I 1/8-2X4 6063-T6 ALUMINUM TUBE �- REMOVABLE TRACK W/ TUBE W �1/8-2X2 CLIP w IXED TRACK 0 P '• �Wm O L ZW� *'z'oe : 6) oL 0 �% m m Ln d m UJ wwUO N Z J Z=oo z�Z� D ZI LI S M z Q lu N Q � �� O z�2 z Qz(j) W pOD SGL o°W � ((�� OZ02 L1JJ W Q� DATE: 02/06/ 18 DRAWING # 18-048 SHEET 160E 16