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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORIDIONPage 1 of 2 : NNED >m/c�TyyYt � 'Str ° ' .4 s a Y' ou F K "3�• z} �?.t9: `.�t BCIS Home ? Log In ; Hot Topics , Submit Surcharge : Stats & Facts 'Publications FDC Staff ;BUS Site Map ± Unksa rch r MIA ir6a Product Approval RECEIVED- u USER: Public User ,..- �,; MAR 0 why- Pro u s aonrovalMenu > roduct or Aoolication Search > �Ip Ins �[ation Lis4 > Application Deta I 9 201U FL A Application Type qk' Code Version Application Status �h Comments �a�r fi�E�s°1 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Ph one/Email : I Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6270 New 2004 Approved Town and Country Industries, Inc 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 970-7700 tomj@tc-alum.com ST. Lucie County Pa�rmitting John W Knezevich JWKnezevich@ThorntonTomasetti.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com I Shutters Accordion I' i Evaluation Report from a Florida Registered Architect or, a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received j John W. Knezevich, PE PE-41961 I National Accreditation & Management Institute, ORLANDO L. BLANCO, P.E. FL6270_R0 COI_COI 9R-. Z,pdf Standard Year TAS 201, 202, 203 1994 U http://www.floridabuilding.org/pr/pr_app_dtl:aspx?param=wGE VXQ,,vtDgtvPAP%2bR.zet... 3/12/2007 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/28/2006 03/01/2006 03/07/2006 03/22/2006 FLNumber or Name Description 6270.1 �16.8 and HR Accordion Aluminum Accordion Shutter System i Limits of Use I Installation instructions Approved for se in HVHZ: Yes Approved for, use outside HVHZ: Yes' 0 RO II_05-596 DWGs 6_80= i Impact Resistant: Yes HZ.pof d By: John W. Knezevich, APE PE 41961 DesigrnPressue: +varies /-varies Othe"r.2 Th4i product is suitable for installation in tion Reports RO AE 05-596 Report :68- the High Velo'd 'I Hurricane Zone (HVHZ) with HR HVHZtpdf i the exception that it may not be used in Miami- { Dade County. These products may only be installed on concrete, hollow concrete block or wood substrates.` For ail other conditions site specific design shall be by this office or our delegated engineer. These products must be installed in accordance with the Minimum Shutter j Separation From Glass Tables of the referenced i drawing. I I R t I f t to ti l if +A a � :�:.. ... 1/ 1`ll)ti +.' :•'��JL tii ¢`�.,.".''Fr: ..,, cJ http://mww..floridabuiIding.org/pr/pr Back F Next i� PCA Admies[ration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1624, Fax (850) 414-8436 m 2000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: Ycri5lpe s•o,..•a _�_Bobbr re n+st� tapp_dtl.aspx?param=WGEVXQ,w,tDqtvpA'P%2bRzet... 3/12/2007 GENERAL NOTES: ' 1. THIS PRODUCT EVALUATION DOCUMENT REPRESENTS A SHUTTER SYSTEM DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION OF THE HIGH VELOCITY 'HURRICANE ZONE IHVHZ) WITH THE EXCEPTION THATIT MAY NOT BE USED IN MIAMI-DADE COUNTY. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. THESE ACCORDION SHUTTER SYSTEMS HAVE BEEN TESTED FOR LARGE MISSILE IMPACT CYCLIC LOAD AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH FLORIDA BUILDING CODE PA201 203 AND 202 RESPECTIVELY. REFERENCE HURRICANE TEST LABORATORY LLC (HTL) TEST REPORT No. 0353-0904-05. AND CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No. 98-026. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING' WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-02. A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. S. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 6. USE OF THESE APPROVAL DOCUMENTS SIIALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 8. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL - AND JUSTIFY"THE DEVIATION. -AS ""A CONDITION -TO THE-BUILDING_"OFFICIAL GRANTING HIS/HER APPROVAL. B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 10. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. TOOO�INDUSTRIES, FLO INC.FRTLAUDALLDA 11. ALL EXTRUSIONS SHOWN SHALL BE 6063-,T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF.30.125 K.S.I. 12. ALL BOLTS ANO WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH'OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/1."0 OR 3/16"0 SOS2 ALUM. ALLOY. 13. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW DR PUSH LOCK AT CENTER OR SIDE CLOSURE. 14. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 15. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 16. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS, U.0 N. 17. THE HR ACCORDION SHUTTER SLAT HAS A BULGE @ CENTER OF SLAT TO DISTINGUISH FROM THE 6.8 ACCORDION SHUTTER SLAT. 44 rr �N Q EE a r� N Yy 0: viN r W¢ 01 O'n X 00 o0 i o0 ma ux _ o0 LOCKI TYPII TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. Z a a8 o� W C� �o -„B E; U� H co �i �m 2 X tiu a F - aE. 3,E2 � _� Or rm O 4� O aka '„ N W: Dr VO ��■ oa TRACK =11\Nl2! rRlw _ � efT941 i yA OR N 0 Col s OWALL HEADER (6.8 ONLY) O BUILD OUT WALL HEADER (6.9 ONLY) ( ALE: HALF SIZE SCALE: HALF SIZE 2.655" 1.825" 2.195" .588 1.583" c .600'1 .484" ui �y 6� N o ` I 400" 9p• N m _r N TYP. a I. 105" I TYP. 1.230" 2 300'-250" 4.510., OBASE SILL O BASE TRACK (gl ADJUSTABLE SILL SCALE: HALF SIZE SCALE= HALF SIZE � SCALE: HALF SIZE 2.782" .068" jar � 1 825•• a I' 068tl II 143"1% I I C.1 .095" Yc -=�-- I r•062'1 i .971" 3.610" OHEAVY WALL HEADER SCALE: HALF SIZE 4.140" .297"- T TYP. 6.8 SLAT SCALE: HALF SIZE Y u 4.596" _ 4.190" a 258' HR ID MARK ,219M E �q TYP. HR SLAT SCALE: HALF SIZE a ' �g ALT. 6.8 SLAT SCALE: HALF SIZE 4.596" 2.298" MARK:' 219" r.061B"��� 6 ALT. HR SLAT SCALE: HALF SIZE .060 .043"/ N " -15DR - .0 2" 1.625" A.069 " 6.8 STARTER SCALE: HALF SIZE 1.994" a sa Z02 o Ja �D Eu 90 25.0 u00 aW'ug�i- v4X.,o6z .11 ng2o 1 a� 020 2Vr .051-TT z O3 Oq LITE WALL HEADER 05 HEAVY HEADER O LITE HEADER SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 105 ADJUSTABLE SILL BASE �� ADJUSTABLE SILL SCALE: HALF SIZE SCALE: HALF SIZE 1.523" 1:750" .307•• �g HR STARTER SCALE: HALF SIZE _� II 5.00_ MAX. ANGLE (6.8ONLY) 19 SCALE: 3" = 1' - 0" C250" TYP. L 7.00_AX. 8 8ANGLE (HR ONLY) SCALE: 3" = 1' - 0" l 895 7.365 ni ao 95 r w� -. OS .075 Ic �Z .ADJUSTABLE SILL BASS SCALE: HALF S1ZE i-b e ¢ A= .pp. .-- $C U s .3750 #10-24 THUMB SCREW ir L m 01 W Q orOR USE. -WITH AND ONLY 21 SLIDE ROD SCALE: HALF SIZE .357" .276" i 1O 062" .154" .137" STAINLESS STEEL �����}}}}}----- ASSEMBLY m o ��'•�, .3200 HOLE z o � 1 .050= NYLON WHEEL 1.100" 1 ,240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 22 ROLLER ASSEMBLY SCALE: HALF SIZE 2.000" 490" .01s"2" .062" .062" ACCORDION SHUTTER COMPONENTS FOR 6.0 Ri HR ACCORDION 5HUTTER SYSTEMS NYLON WASHER (NYLON BUSHING OPTIONAL) 014 x 2-3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TDP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 23 BRASS PUSH LOCK 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE SCALE: HALF S1ZE 1.110 1048 0, 443 t 0.4 3 0 0 0.568 0 3.444 (6.8 ONLY) 026 CENTER BOX INSERT 27 RECESS SILL (6.8 ONLY) 28 DECORATIVE FLOOR TRACK (6.8 ONLY) ®g MALE/FEMALE LOCK CALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 0.443 1110.4 3 f 10B40 I _ o ry 1.068 3.443 L 3.476" L 4 �( _ I � (6.8 ONLM (6.8 ONLY) ¢9b1 MALE/FEMALE LOCK 30 UNIMATE LOCK SLAT F: HALF SIZE SCALE: HALF SIZE vi 2 _.. _5.500" x 13/16".WIDE 0 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE: HALF SIZE SCALE: HALF SIZE .I( 7/16"0 STAINLESS I j 125" STEEL NUT � 30 n O TYP _ TYP. I- E 'f SSTAINLESS STEEL ' DELTA MODEL 2022 THREADED INTERNAL FOR 130 INDUSTRIAL SYSTEMS (6.8 OM u 35 BOX LOCK 36 (6.8 ONLY) O T-ADAPTER (OPTIONAL) gT THREADED INSERT -- _ SCALE: HALF SIZE SCALE: HALF SIZE SCALE: FULL SIZE 1/4-200 OR 5/16-1 Bx1 MACHINE SCREW STAINLESS STEEL 38 THUMB SCREW SCALE: FULL SIZE a 7 oa O T a c� v � ton o 1875" ,�O 1�25" ••-----10 U y v1 a59 N -s VARIES .3 z H YU 22 - 3� FOR 6.8 & HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN Or THE STACKED N Yry POSITION & AREN'T REQ'D IN THE CLOSED POSITION. >Z O 2g ALUMINUM OR PVC LOCK PIN INOTREQUIRED) SCALE: HALF SIZE p,Z.,p -D111,210 0"'00" .t m .190" .125* .125" 33 CENTER MATE 1 SCALE: HALF SIZE 00Z lli O ¢ Lt 1-1 e 111 0,4 O r u0 x Z�r Um QSeen ' a�a 0 �ry0 �no, Q I e't,C = 34 2 Alf, 0 SSEµi 2.642" _ 2.405" p ,�� �'. r�,71d�K2 2.216" ,. it w.:.:.Fo.: v�epo�i9el; NIL 47961 7.100" "t r.125. m= y .a .190='-I .125W 34 CENTER MATE 2 SCALE: HALF SIZE O v� (V LAI > C °o a - la jmx c -12/29 r4 AS NOTED C Q ngn NW Cl 1 05-59 i� 0 s FASTENER @ 18" O.C. EXISTING GLAS (USE ANY ANCHOR SHOWN VINANCHOR SCHEDULE).Z to w O N Z¢ t7Q (INSIDE) OF ALT. �a ow 2 FASTENERS EACH ANGLE — 1" x 2" x 1/8" OR 7" x 2" x 1/0" ALUM. ANGLE — 3/16"0 ALUM. POP RIVET OR #12, SMS 1-1/2" OCK AND CONCRETE/4"I. FOR WOOD & 1/2" MIN. COX PLYWOOD MIN. O.D93" THICK 6063-T'6 ALUM. ANGLE 1" x 1" MIN. -- TO 2" x 5" MAX. (ANGLE. LEG MAY BE REVERSEDI 8 9 30 U4\E FASTENER @ 18" D.C. 13 73 (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 6.80" (TYP.) 2930 - #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. (OUTSIDE) 1/4-20x1 THUMBSCREW INTO POP RIVET, OR 1/4-20 THREADED HOLE. LOCATED @ MACHINE BOLT & NUT K 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES SCALE: 3" = 1'-0" 58'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3 SPAN 2• x 2" x 1/8" ALUM. rTUBE 6063-T6 ALLOY AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING / SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 3/16"0 ALUM. POP 17 RIVET OR 4412 SMS @ 10" D.C. (TYP.1 TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) CCJ 3/16"0 ALUM. POP RIVET OR #12 SMS (w 18" O.C. (TYP.) 17- 9FEMALE 6-0 ALUM. POP 2" x 2" x 1/8"ET OR #12 SMS 6063-16 ALUM. TUBE18" O.C. ITYP.) 1" x 2" x .093"ASTENERS 6063-T6 ALUM.CH ANGLE .ANGLE, TYP. REE 3/16"0 ALUM. 17 P RIVETS OR THREE 172 SMS, TYP. x2"x1/B"OR x 2"' x 1/8"UM.ANGLETYPMAYUSE . 1-1/2" MIN. FOR CONCR OR BLOCK AND 3/4" MI FOR WOOD & 1/2" MIN. PLYWOOD FASTENER @ 18" O.C. IUSE ANY ANCHOR Sf IN ANCHOR SCHEDULE -2"x2"x ."0" 6063-T6 Z IA N ALUK TUBE TYEL_ — —0 1A.w Q zCC J m XIL toQ 2"x5"x1/8" Ow x CONTINUOUS In LL Ell ALUMINUM ANGLE OPTIONAL ANGLE (INS ORIENTATION TYP. LOCK -SLAT) #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. (OUTSIDE) POP RIVET, OR 1/4-20 MACHINE BOLT $ NUT C1 18" O.C. TYPICAL CORNER CLOSURE DETAILS SIDE CLOSURE OPTIONS SCALE: 3" = V-O" SCALE: 3" = V-0" a 0 A� EXISTING GLASS '^ Y 0•8 0) VE fd 2 O WN tow ra� aZ 162 F- SILL , ? < J04 (INSIDE) N O f 0. x w WZ F aZ2 O a" �+ O J., Z a x 4 9 30 mz oN TOTS & \-1/4-20 THUMBSCREW v BOTTOM (OUTSIDE) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY EXISTING GLASS SCALE: 3" = 1'-0.. F USE (1) BRASS PUSH LOCK Q OR (1) 5 THUMB -N-10 (INSIDE) �m SCREW I THREADED INSERT AT 1/3 SPAN SIL` F Q E F TO 2/3 AN FROM a o w BOTTOM'OF SHUTTER !!!/ USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER SCALE: 3" = 1'-0" (OUTSIDE) I �£kr'1� ` �V ' • SM 1Gg low. fyu°v::. :ve0°.taei N . 57961 = Aaxi-ir � - - al lsneer� �. w rw w ■ a ■-1 v ■ ■ C KI C2 CONNECTION TYPE a' e :f NOT APPLECABLE TO HR ACCORDION SHUTTER REFERENCE ANCHOR EXISTING z '3 oa. V SCHEDULE FOR MAX. STRUCTURE O 0 �n SPACING o' ' GL)155 5" MAX. a J' o GLASS DOOR - Cl CONNECTION TYPE 1/4-20 MACHINE BOLT v l U \ W REFERENCE ANCHOR 1 5 DR 6 8 W/ NUT OR #14 SMS �`b' E. E u c w W F�m GLASS SCHEDULE FOR MAX. - 9 OR 2 Cal 12" O.C. ITYP. TOP .0..0 0) �$`< N SPACING E 13 F =O Nf OR DOOR ww 1/2" - 6. BOTTOMI x j 3"•"0 ❑ yw 0: FW' 1/2.. 1/4" MAX. FROM PIN u:.: LL-,u` := 70 THRU BOLT W/ SEE TABLE =x z'�, fW.w j❑ - GUIDE TO BUSHING 5::- o:C `o L OfK Nl1T Ca112" O.C. OR 2 FOR MIN. h" OI/!w 13 I.- x❑a6 w f.: WASHER (TYP.1 „^IZ O t c k 17 x 1/7" SMS Col 12" O.C. SEPARATION z O -I SEE TABLE 7 m W Q U In ----- —..- z�2 E"• ± `o X w �Z m #12 z 1/2" SMS (al 12" O.C. 2 FOR MIN. 2 F zu'- w o 'gee f RI 3/16"� ALUM. POP FROM ¢ J OIL OR 3/16"0 ALUM. POP SEPARATION l7 Dm W 30 �+ RIVETS (al 6" O.C. OR GLASS L aNH RIVETS Col 6" D.C.OR FROM Xw �zm ¢ zs 1/4"0 pI.UM, POP RIVETS 1/4"0 ALUM. POP RIVETS GLASS Z . o¢¢ x❑ a;�a o [,O t'l" O L.' i - ua f- SEE TABLE ¢ Fwm o� 1„� ;ti., 1/4" MAX. FROM PIN Cal 12" O.C. :n p Jr ¢ 3 C) AND OD _ ___ GUIDE TO BUSHING 11 AND �2 ¢ Il FOR 73 F �: j❑ �z O --- I u r•In xooa oh "� ai`n c ASSEMBLY ----- WASHER (TYP.) ASSEMBLY 1 1/4" MAX. FROM PIN FROM ❑ w `V• 1/Z 1/2 1/2" GUIDE TO BUSHING GLASS GLASS xr 2I:a a3 OR DOOR m ❑ w Z 'a W- W I HER ITYP.I Z pz =09��,"•I= o W I I CONNECTION TYPE 0 1 C4 CONNECTION TYPE ¢ o I¢i ate u REFERENCE ANCHOR W REFERENCE ANCHOR i uN O1 EDGE SCHEDULE FOR MAX. EDGE SCHEDULE FOR MAX. - ¢ ¢z3 CC DIST. SPACING AS SHOWN DIST. SPACING AS SHOWN �I 3¢a W 3 CONNECTONTYPE IN DIAGRAM ON PG. B) IN DIAGRAM DN PG. III Ll I r WwZ =3 �• 4 CONNECTION TYPE ❑ 111 v:� S OR 6 8 _ _ 5�u E. REFERENCE ANCHOR REFERENCE ANCHOR W O '• 99 OR 2 =,¢ _ EXISTING CONCRETE SCHEDULE FOR MAX. EXISTING CONCRETE SCHEDULE FOR MAX. 1/4•' MAX. FROM PIN U ° =1 a' OR BLOCK ONLY. SPACING. ALT. FASTENER WOOD FRAMING a WOOD LOCATION. FRONT AND CK ONLY. SPACING. ALT. ER Cl CONNECTION TYPE /2' GUIDE TO BUSHING 2U., o WOOD FRAMING b WOOD LOCATION. FRONT AND ^ ANCHORS NOT ACCEPTABLE BACK ANCHORS NOT REQ'D ANCHORS NOT ACCEPTABLE BACK ANCHORS NUT REQ'O REFERENCE ANCHOR 1/2" WASHER (TYP.1 =gyp <s WITH THIS LOCATION SCHEDULE FOR MA I-O0 o WITH THIS LOCATION 'I Zd 3c9 SPACIN -C2 CONNECTION TYPE Z❑„ )a U @�( OA INSIDE MOUNT SECTION gO INSIDE MOUNT SECTION, REFERENCE ANCHOR 00- e o SCALE : 3"= V- 0" SCHEDULE FOR MAX. 2Or U SCALE : 3"= V- 0" EXISTING - 4 o STRUCTURE EMBED. SPACING WFO � i�2: o OBUILD OUT MOUNT SECTION ¢o`O ae gt, SCALE : 3"= 1'- 0" „Jg�u EXISTING CONCRETE OR BLOCK ONLY. iH¢ S 31 0 WOOD FRAMING & WOOD ros EXISTING STRUCTURE EDGE DIST �-ANCHORS NOT ACCEPTABLE EXISTING - v - - - --- - -EMBED.-- - 1-CONNECTION TYPE- - - ----- - -- -- - - _ _ _ - 4 CONNECTION TYPE _ EMBED.- STRUCTURE`!REFERENCE ANCHOR o REFERENCE ANCHOR - - -CONNECTION TYPE 4� (Vt'•E w SCHEDULE FOR MAX. REFERENCE ANCHOR ;� . Ilow., : SCHEDULE FOR MAX. m O.. o SPACING AS SHOWN W SPACING - SCHEDULE FOR MAX. •• fL uc=,.fi o.:vPpo41s67 n IN DIAGRAM ON PG. B) 9/4" MAX. FROM PIN SPACING 5 6 GUIDE TO BUSHING y NAff 1 MAX. FROM PIN _ WASHER ITYP.) �I F.- 1/2" _i 11I-1/4" MAX. FROMP:D GUIDE TO BUSHIN GUIDE TO BUSHING wW w ❑ W •� Y WASHER (TYP.) GLASS ww FJm WASHER ITYP.) � T •; - w OR DOOR F- w ]> �1 •• 4'; ID y 1/2" W N12 .1/2 SMS 13 F' M xw� rwm yc O ::j SEE TABLE N W o ¢ I-Jm 12"D.C.OR xx x¢ WW�]r dj w W t-. (la 2 FOR MIN. z W r p F w 1 r�+❑❑ 3/16"0 ALUM. EPA AnO '^�ovlw II SEE TABLE 13 F.m xm� •�'•,•• rA',.' I- IxjlwQ POP RIVETS FROM X W �Zm DOOR GLASS OR LL 2 FOR MI �^ - ❑ _ :n=< ,l EPARATID = zu c e 13 = D. K @ 6" O.C. GLASS Q J O ¢ o 'GLASS SEE TABLE w�- o�w i ual- FROM mw -mom _ ,D OR DOOR 2 FOR MIN. Z p J _ aN GLASS X w OZ. !}b. SEPARATION Q j uZ 1 ¢ J O¢ ¢ O x 1/4-20 S.S. MACHINE FROM ¢a O7 AND OB I I 1/4•• MAX. FROM PIN _ E 4 n x SCRFW 8 NUT [al GLASS i N~ ASSEMBLY GUIDE TO BUSHING ¢� N 12 72" O C ' - ¢ w 1/2" 1/2" WASHER (TYP.) u• _ 1/4" MAX. FROM PIN m I D m I 1/4" MAX. FROM PIN Q _ - - G GUIDE TO BUSHING C4 CONNECTION TYPE C) W O - 1/2" Q GUIDE TO BUSHING o R w WASHER (TYP.) REFERENCE ANCHOR WASHER (TYP.) 5 6 i EXISTING CONCRETE EDGE SCHEDULE FOR MAX. (� _ i ry in EXISTING OR BLOCK ONLY. DIST. SPACING AS SHOWN [2 CONNECTION TYPE a I STRUCTURE WOOD FRAMING C WOOD IN DIAGRAM ON PG. B) REFERENCE ANCHOR Q o" _--'�--' ANCHORS NOT ACCEPTABLE CONNECTION TYPE D,. E. I I #12 x 1/2" SMS REFERENCE ANCHOR SCHEDULE FOR MAX. 4 m E. 3" z 3" z 1/4" CONT. CONNECTIONTYPE SCHEDULE FOR MAX. SPACING �• c 12/29/2005 6D63-T6 ALUM. ANGLE EQ, EQ. REFERENCE ANCHOR LM 12" O.C. OR SPACING. ALT. FASTENER _ E IMAY BE REVERSED SCHEDULE FOR MAX. 3/16"0 ALUM. LOCATION. FRONT AND EXISTING.STRUCTURE C1 M AS SHOWN DASHED) SPACING POP RIVETS BACK ANCHORS NOT REQ'D A6NOTED CCE 6" O.C. � WITH THIS LOCATION ` WALL MOUNT SECTION 1 E 1 CEILING / INSIDE MOUNT SECTION i1 u1Al 1 un4 u4� o- r • da i. n GLASS P, OR DOOR 0 i - 1 I 1 I in 1 I I 1 I • I I n 0 e m 0 i i i SEE TABLE 2 FOR MIN. SEPARATI01 FROM GLASS EXISTING WOOD TRUSS OR RAFTER W @ 24" MAX. O.C. w fw jjm EXISTING FINISH � In =0 a MATERIAL In zauw 1" x 4" x 1.1 6063-T6 t0 'NJ ALUM. TUBE W/ THREE X II, azm 1/4"0 WOOD LAG SCREWS iJ Dual¢--. WITH 2-3/4" MINIMUM QIn THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS. EXTEND TUBE TO NEXT - TWO 1/4"0 WOOD LAG SCREWS @ 24" 1/4-20 S.S. MACHII O.C. MAX. WITH 2" 24" O.C. IN BETWEE WITH 1/2"0 ACCES THREADED PENETRATION BACKSIDE OF TUBE "T" INTO CENTER OF STUDS [a 24" O.C. MAX. IN THREADED TRUSSES PENETR. "T" 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD b TUBE CONNECTION STUCCO FINISH ' 1" x 4" x .125" 6063-T6 ALUM. TUBE NE1 E: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. ' OWALL MOUNT SECTION SCALE, 3"= 1'- 0" MIN. SHUTTER GLASS w = �i SEPARATION FROM OR DOOR GE AS 1~-• ACCORDION SHUTTER Wp54 ^BLE TO HR ACCORDION SHUTTER EXISTING 0. :3 STRUCTURE oy O , 1 3" 1 ALT. LEG DIRECTION 7 LL< -1/2' -1/2 -SEE BEAM SCHED. ISIZEIb 1/4"0 ALL POINTS SOLID ANGLE ANCHGE ORS 1/4-20 MACHINE BOLT �'g E -B SET ANCHORS WITH 7/8" REQ'D W/ NUT OR #11. x 3/4" oo O1 3$a '^ MIN. EMBEDMENT IN • I' TW SMS @ 12" O.C. �2 Ri �..� E w. CONCRETE OR BLOCK O _ n• ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR UIR u:nI; .^,e c �1 ¢w ACCESS HOLE Tf BEAM DESCRIPTION b W O c XZ MAX. HORIZONTAL SPANS) W� zu a _ 1/4" MAX. FROM PIN GUIDE xr. ♦ti S,: /- - TO BUSHING WASHER )-TYt� 3' O ZW =OF? 5a 1/4" MAX. FROM PIN — ti w ,„- 5 6 GUIDE TO BUSHING 3" MIN.o WASHER ITYP.) ED. OIST. L u z z W w a i u Ci 4 SEE TABLE 2 FORcr 13 Jm W ¢ �O_. Vz§ L t ww GLASS MIN. SEPARATION ww r = O=Q� ww FJm OR DOOR FROM GLASS f :3 N@.X 7 O ^� u jm Nw°a 1/4"0 THRU BOLTS Xo <GJ �al SEE BESCHEDULEto ES =F zu� 3" MIN. NZ FOR REQUIRED 1C� Q z °� �Z3 3au pew E0. 015 T. - MS J - UMBERS • FW- c J ONI- = ` 5 6 jra _- _ 1/4- MAX. FROM PIN GUIDE UOZW = Vn �� Q = TO BUSHING WASHER (TYP.1 u'^� e _ (MAX. DESIGN LOAD rf 00 Z s 72 P.S.F.) I ALUM. BEAM (SEE BEAM Up U va OTRUSS MOUNT SECTION 1/4"0 ALL POINTS SOLED H SET ANCHORS WITH 7/8" _ SCHEDULE THIS PAGE FOR BEAM DESCRIPTION 8 �Z> z Q49 O d t; I; SCALE : 3"= 1'- 0" MIN. EMBEDMENT IN - T W MAX. HORIZONTAL SPANS) 0-< U uly' CONCRETE OR BLOCK I uD= •Q3 - EXISTING EE BEAM SCHED. b NOTE 11 THIS PAGE FOR 1/4-20 MACHINE BOLT ?or O o y.��„ ao aj STRUCTURE ANGLE SI IZE b ANCHORS W/ NUT OR p14 x 3/4" .zs=' d" A REO.O ALT. LEG DIRECTION SMS @ 12" O.C. ACCESS EMBED HOLE DESIGN a � (MAX. LOAD = : 72 P.S.F.) a o o OBUILD OUT MOUNT SECTION moo= _,,y `4 SCALE : 3"- 1._ 0" illy !//f/ 110611 S )SEE TABLE 21 13 = m EXISTING N ° STRUCTURE — 014 x 1/2" SMS Z ` OR 3/16"0 ALUM. Q o¢. EXISTING FINISH PUP RIVETSS @ 6" D.C.— i m MATERIAL-� C7�A1'1Dl o, (PRUT IN 2" O3" INTERVALS A:aSEI.1B Y� 1/4" MAX. FROM PIN GUIDE 0 FTR TO BUSHING WASHER (TYP.) DETAIL P FOR WELDING INFO). TYP. TOP b BOTTOM. - .. ••^ _ t-I z— -_MAX._t/-8"TILE—FASTENER-@-E-ACH-2"-TO-3"CUT— FINISH MATERIAL_ - - 7 - w— I SEE ANCHOR SCHEDULE BASED ~gym f w >> 3/4" PLYWOOD ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING I -In xoo6 ( -- 2" x . x BE ( 063-CO ) ALUM. TUBE (6063-T6) IS ACCEPTABLE 13 ]= I^=¢ =F- zu� NO Dow I 1/4, 0 ALL POINTS SOLID SET Cal 6" _ _ O.C. WITH 7/8" MIN. EMB. IN CONC. OR z < J K¢¢ I HOLLOW BLOCK OR 1/4"0 LAG SCREW - r T uaE- I Col 6" D.C. W/ 1-1/2" MIN. EMB. o - 4N j IN WOOD. WOOD SMALL BE OF SPECIFIC GRAVITY G OF O.SS OR GREATER o ---- -- :- 1/4" MAX. FROM 1/2"0 THRU BOLT 12" O.C. TO BUSHING WA - 1/4"0 ALL POINTS SOLID SET Cal 12" O.C. EXISTING 1/4-20 MACHINE BOIL WITH 7/8" MIN. EMB. IN CONE. OR STRUCTURE W/ NUT Col 2" O.C. L HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" O.C. W/ 1-1/2" MIN. EMB. IN WOOD. EXISTING FINISH 1® CUT AT INTERVALS T FORM CURVE (SEE DETAIL �P WOOD SHALL BE OF SPECIFIC MATERIAL FOR WELDING INFO.) GRAVITY G OF 0,5S OR GREATER 1 CONNECTION TYPE 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063-T6 REFERENCE ANCHOR SCHEDULE FOR MAX. (MAX. DESIGN LOAD x 72 P.S.F.) SPACING (FASTENER O PASS THRU DETAIL O @ EACH 2" TO 3" PIECE CURVED TRACK DETAIL SCALE: 3"= 1'- 0" SCALE: 3"= V- 0" *BEAM SCHEDULE onamom xo w NCO nau�wn iwN - N•a11 4xa� iu°w= ALL FA Ap{t iuNw 2" x 5" BB V' Dd' 9'-0" 9'-S" 2 2 2 Tw =.125" T} v ,125" p•_p•• 10'-3" B'-0" V-6" B'-1" 7'-S" 2 2 2 2 2 L 2 `s --2.. 2" x 7' LB 5'-0" B'-9" W-B" 2 2 2 v = .072' TR"-.130" B'-0" 10 -3" 7'-9" -7-:iI " 9'-6" -8'-5" 2 2 2 2 2 2 -. r- 2" x 9" LB S•-0" 9'-3" 15'-2" 2 2 2 2 ^• w= .072' T1 =.221. B'-0" 10'-3" B'-3" 7'-F- 12'-2" 10'-10" 2 2 3 3 2 2- 3 3 6. 4"61 BEAM SCHEDULE NOTES. C o $ 1. USE BEAM SCHEDULE FOR DETAIL J) LV 'm 1 2. TOP b BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER 1i1 m "c. CONNECTION DETAILS. WHERE USED TOGETHER. BEAM MUST BE LIMITED TO TOP BEAM SPANS. C 3. LAP BEAMS (LB) SHALL BE INSTALLED WITH V #14 TEK SCREWS @ B" O.C. AT CENTER OF Cz EACH 2" FLANGE. 4. BB DENOTES BOX BEAM. Z NOTE J7: -4 (an. a 12l291 BOTTOM 4"6063-T6 ALUMINUM ANGLE TOP b m l__ USE 6" LONG ANGLES FOR TWO REQUIRED AS NOTED C THRU BOLTS OR 1/4"0 ALL POINTS ANCHORS QI,Ay �'" IN EACH ANGLE. e � USE 9" LONG ANGLES FOR. THREE REQUIRED [ THRU BOLTS OR 1/4"0'ALL POINTS ANCHORS o 05-59 IN EACH ANGLE. FUR ALL LUCIONG RM+As wa T B L E POSITIVE NEGATNE LOAD LOAD B L max. FT - IN L max. IFT - INI 35.0 40.0 45.0 SO.0 55.0 60.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120,0 130.0 1330 180.0 190.0 200.0 GLASS OR nnno OFLOOR MOUNT C SCALE : 3"= V- 0" I6_8 ACCORDION SHUTTER NOT /\PPLICABLE TO "M ACCOROlON SMU7TE1ti 4D LOAD VVLAD P.S.F.) POSITP/E WIND LOAD NEGATIVE WINO LOAD JAULF-1A-&IBj'1��5; 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ' TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. L maz. IFT - IN) L max. IFT -INI 30.0 12-9 12-9 35.0 12-4 12-9 40.0 11-11 12-9 45.0 11-7 12-5 50.0 11-2 11-2 55.0 10-9 10-9 60.0 10-4 10-4 65.0 10-0 10-0 70.0 9-5 9-B 75.0 9-5 9-5 _ 110.0 B-7 1 8-7 -5 a-5 -3 8-3 -7 7-7 7-1 7-1 WO5 6-B 6-8 6-3 6-3 -n_5-7 5-7 -4 5-4 GLASS OR T A MINIMUM SHUTTER SEPARATION FROM GLASS B L E 2 POSITIVE DESIGN LOAD IW) (P.S.F.) ACTUAL SHUTTER SPAN (LI (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE ON.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE IINJ 8-3 3-1/0 1-5/8 40.0 10-0 3-3/4 2-1/11 11-.11 3-3/4 3 8-3 3-1/0 1-3/4 50,0 10-0 3-•3/4 2-3/8 11-3 3-314 3 5-0 3-1/8 60.0 B-3 3-1/0 1-7/B 10-9 3-3/1. 3 5-0 3-1/B 1-1/8 70.0 8-3 3-1/8 1-7/B 10-4 3-3/4 3 6-0 3-1/8 1-3/0 60.0 ,8-3 3-1/8 2-1/8 9-4 3-3/4 2-5/8 5-0 3-1/8 1-3/11 90.0 7-0 -1/0 1-5/B B-3 3-1/8 2-1/8 5-0 3-1/0 1-3/8 100.0 7-0 3-1/8 1-3/4 B-3 3-1/8 2-1/4 5-O 3-1/0 1••3/a 110.0 7-0 3-1/8 1-7/e 0-3 3-1/8 2-3/8 5-0 3-1/8 1-3/8 120.0 7-0 3-1/8 1-7/8 - - - - 0-3 - - - 3-1/0 2-1/4 5-0 3-1/a 1-3/8 130.0 7-0 - 3-1/0 1-7/,8 8-3 3-1/8 2-1/2 62P __ 4 005 a __ r�r O �ti ZZZ Or U CS 4^ E'oah ¢_c' ��•Cr 00 Cr _o P6 o4l ,1�11at `21 It Lk. P-C-TZ1101 N(d79Gt w_1 I_ W_1 y,w^�% m r a EE TABLE 2 r m r ¢ FULL LENGTH INSIDE CEILING HEADER ISEE NOTE BELOW) * FASTENER, SEE DETAIL© + )L +:y-3 FIn 2 ~ m 013 OR MIN. SE FROM rN = r EXCEPT AT "NOTCHES m 7 5 6 19 @EVERY 2" TO 3" PIECE ^ _= GLASS eta Cl f�UT LINE (SEE DETAIL P FOR INFO.). TYP.- to o u Q o u Q �. 5 6 JMz 13 Q aW'X z u a wW a a PROVIDE MITER CUTS IN 2" @ TRACK CEILING HEADER QS OR© N _ Q N ANGLE TO MATCH TRACK CURVATURE / (SEEIDETAIL P FOR //� Q fAPCON 24"CTION ,* CEILING HEADER BUILD -OUT ANGLE WELTING INFO @ fH 1-1/4" MIN.CE TYPE cj ANCHOR SCHEDULE FOR MAX. *'NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION,P2WELDING LOCATIONS ARE THE SAME. ILISE )1 r. ER4093 FILLER ALLOY FOR ALL WELDING.)VG CONCRETE O ONLY. CONCRETE OR WOODNLY, 1G a WOOD ANCHORS WOOD FRAMING & WOOD ANCHORS m CEPTABLE TAIL O NOT ACCEPTABLE FLOOR MOUNT DETAIL Q SCALE Op WELDING DETAILS CURVED TRACK PLAN VIEW : 3"= 7'- 0" SCALE : 3"= N.T.S. 0 al 1 N 6_0 ACCORDION SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD IWI P.S.F. MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO fi'-O" SPANS UP TO B'-8" SPANS UP TO 12'-9" SPANS UP TO 6'-0" SPANS UP TO W-B" SPANS UP TO 12'-9" �j ANCHOR TYPE MAX. (SEE (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE !� NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 31 (SEE NOTE 3) 1) C7 C2 C3 C4 C5 Ct CZ!C3 C4 C5 C7 C2jC3 C4 C5 Cl C2 C3 C4 C5 C7 C2 C3 C4 C5 C 11 CZ 1 C3 1 C4I C5 I 1' 48.0 12 12 12 12 10 12 121 9 JIDI 7 12112 6 1 7 1 4 12 12 112 12 12 12 112111 12 9 121121 B 1 B 1 6 ( 6Z.0 12 12 10 11 d 12 12 7 B 5 11 7 5 5 3 12 12 12 12 10 12 12 9 10 7 12 9 6 6 4 1/4-0 ELCO TEXTRON 7 APCON WITH 1-WV MIN 72.0 12 12 9 9 7 12 12 fi 6 4 10 4 4 4 3 12 12 11 12 B 12 12 7 8 6 12 6 5 5 4 EMBED. 1100 12 12 6 6 4 9 4 4 4 3 8 3 3 3 12 12 7 0 5 12 5 5 S 4 10 4 1. 4 3 200.0 8 3 3 3 8 3 3 3 8 3 3 3 10 4 1. 4 3 10 4 1. 4 3 10 4 4 4 3 MIN.3 OPSI. CON 48.0 12 12 12 12 12 12 12 12 12 11 12 12 10 11 7 62.D 12 12 12 12 12 12 12 11 17. 9 12 11 7 0 6 '3/8"0 POWERS DROP -IN 3 3/8-16 STAINLESS '72.0 12 12 12 12 11 t2 12 10 10 7 12 8 6 7 5 110.0 12 12 9 10 7 12 7 6 7 5 12 5 5 6 4 STEEL BOLT WITH I-9/1fi" MIN. EMBEDMENT -200.0 1Z 5 5 6 4 12 5 5 6 4 12 5 5 6 4 (MIN.3000 P.S.I. CONCIIEIE W � *; 480 12 12 12 12 7t 12 12 10 11 B 12 12 7 '/ 5 1Z 12 12 12 1Z 12 1Z 12 1Z 10 12 1Z 9 10 7 62.0 12 12 it 12 9 12 12 e 8 fi 12 a 5' 6 4 72 72 12 12 11 12 lY 10 11 d 12 10 7 7 5 u 2 U 7/4- ALL -POINTS SOLID- SE7 ANCHOp WITH 7/8" EMBEDMENT t i/4-20 STAINLESS STEEL MACHINE SCREW MIN 3 000 PSI. CONCR 72.0 12 12 10 11 7 12 12 7 7 5 11 5 4 5 3 12 1•L - 12 i2 10 12 12 9 - 9 7 - 12 6 fi fi 4 710.0 12 12 6 7 5 10 5 4 5 3 9 3 3 4 3 _ 12 12 9 6 12 6 6 -- 6 4 11 4 5 5 3 200.0 9 3 3 4 3 9 3 3 4 3 9 3 3 4 3 11 4 -B 5 5 3 11 4 5 5 3 11 4 5 5 3 48.0 12 12 12 12 12 1z 12 12 12 10 12 12 9 9 7 12 12 12 12 12 12 12 12 12 12 12 12 10 11 0 62.0 42 12 12112 11 12 12 10 11 B 12 10 7 7 S 12 12 12 12 12 12 12 12 12 9 12 11 8 8 6 72.0 12 12 12 12 10 12 12 B 9 6 12 7 6 6 4 12 12 12 12 11 12 12 10 11 8 12 7 7 7 5 1/4"P ELCD CRETE FLEX WI EM 1-3/4" MIN. EMBEDMENT 110.0 12 12 8 9 6 12 6 5 6 4 11 4 5 __ 5 3 12 12 9 10 7 12 7 6 7- 5 12 5 5 6 4 200.0 11 t 5 5 3 _ 11 4 5 5 3 11 4 5 5 3 12 5 5 6 4 12 5 5 6 4 12 5 5 6' 4 MIN.3 5G P.S.I. CON (JI 48.0 12 12 12112 12 12 12 12 12 11 12 12 10 10 8 12 12 42 12 12 12 12 12 12 12 12 12 12 12 10 C.]YI 62.0. 12 12 12 12 12 12 12 11 12 9 12 12 7 8 6 12 12 12 72 12 12 12 12 12 12 12 12 10 11 8 5/16"0 ITW XL TAPCON 72.0 12 12 12 12 11 12 12 9 10 7 12 9 6 7 5 12 12 12 12 12 12 12 12 12 10 12 10 9 9 7 110.0 12 12 9 10 7 12 8 6 6 5 1'L 6 5 5 4 12 12 12 12 10 12 10 8 9 6 12 1 7 B 5 WITH 7-t/4" MIN. EMBEDMENT 200.0 12 6 5 5 4 12 6 5 5 4 12 6 5 5 /. 12 7 7 8 5 12 7 7 8 5 12 7 7 8 5 MIN.2900 P33. CON C� 40.0 12 12 7 8 5 10 10 5 5 3 6 6 3 4 12 12 9 10 7 12 12 6 7 4 8 8 4 5 3 6 O I 62.0 Tl 11 6 6 4 7 7 4 4 3 5 3 3 12 12 7 B 5 - 9 9 5 5 '3 fi 4 3 3 72,0 IMO 9 6 9 6 5 3 5 3 3 6 4 6 3 3 4 3 12 - 7 12 7 6 4 7 4 4 3 B 5/ B 4 4 3 3 3 Ei W u 114.0 ELCO TEXTRON IAPCON WIT" 1-1/4" MIN. EMBED. 200.0 3 3 3 c c Z O 48.0 12 12 10 11 8 12 12 7 8 6 12 12 5 5 4 12 - 12 12 12 10 12 12 9 10 12 6 7 5 -62:0- -12- -12- -B- -8- -6- - 42- -12- -5- -6- -4 _70. -6- 3 -4- _3_ -12_ _12_ U_ _1L B_ J2. 12_ 7 _B_ jo 7 5 5 3 - -u- O O S -*- - 1/4- ALL -POINTS 50LID- SET ANCHOR WITH 1/47 i0 STAINLESS STEEL MACHINE SCREW 72.0 12 12 7 7 5 12 12 5 5 4 4 3 3 12 12 9 10 7 12 12 6 7 L C t 3 110.0 12 12 L' S 3' 9 L 3 3 _9 7 3 > 12 12 fi 6 4 9 4 4 4 3 3 3 200.0 7 3 / 7 3 7 3 / B 3 3 3/ B 3 3 3 3 3 T3 5 ITYP.) 2 x 5 (@ OUTSIDE TOP FLANGE ANCHOR (SEE SPACING SECTION XI O . O O O 1 x S (ol INSIDE 3 OR © HEADER / SILL BOT FLANGE ANCHOR ISEE SPACING SECTION XI NOTE "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: LI CUNNECTION TYPE USING PIECE ® OR OO APPI ILABLE TO 6.8 SYSTEM ONLY 7 / B COMBINATION 2 x S ITYPJ 11 / 1 COMBINATION 9 / D COMBINATION O O I i x S ITYP.I 2 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE ® WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE QB OR ® WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO 6.8 SYSTEM ONLY ANCHOR SCHEDULE FASTENER MMOMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO IWI P.S.F. 6'-0" 8'-8" 12'-9" ANCHOR TYPE MAX. (SEE NOTE 1 (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECT ON TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 31 1) CIC2 C3 C1. C5 C1 C2 C3 Ct C5 C1 CZ C31C4105 2" MIN y 48.0 12 12 1D 11 9 12 12 7 7 6 12112 5 5 4 62.0 12 12 0 B 7 '12 12 S 5 5 12 12 3 4 3 �M+IIlN. 1�1141Ab�1 1/4"0 x MIN. 3" LONG 72.0 12 12 7 7 6 12 12 L 5 4 12 9 3 3 "0'0 12 12 4 4 4 12 B 3 3 12 6 EMBED SHEARIPARALLEL OR PERP. TO WOOD GRAIN 200.0 12 6 12 6 12 6 4d.0 12 12 11 Il 7 7 'k 62.0 12 12 9 9 6 3 7/16"0 WOOD BUSHING 72.0 11 11 110.0 7 7 5 4 WITM 5/8" MIN, EMBED. 6 1/4-20 STAINLESS STEEL MACHINE SCREW 200.0 4 4 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2-1/2" EDGE DISTANCE IW) SPANS UP TO SPANS UP TO SPANS UP TO cc P.S.F. 6'-0.. 8•_8.• 12•-9" I^ ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 11 N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE �C NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) ul 1) C1 C2 C3 C4 CS C7 C2 C31 CLIC5 C1 C2 1 C31 CI - I C5 48.0 12 12 12 12 12 12 1121111121 9 112 112 1 7 1 B 6 W� 62.0 12 12 12 7Z 10 12 12 9 9 7 12 10 6 -6 4 72.0 12 72 11 tY 9 72 12 7 d 6 12 7 5 5 4 2 1/4"01TW TAPCON WITH 1-3/4- MIN. EMBEOMENT 110.0 12 12 -1 7 5 5 12 4 4 4 U 5 12 6 4 200.0 12 4 4 4 MIN 3192 P.5.1. CONCRETE 3 12 4 1. 4 3 12 4 4 4 -�� 48.0 12 12 7 e 1 5 1111111 5 6 4 7 7 3 4 / 3 Y 62.0 12 li b fi 4Lot8 4 4 3 5 3 72.0 10 10 S 5 3 7 7 3 4 5 O=Om j�1%4" MIN. EMBEDMENT 110.0 7 7 3 L3 4 4 04 °a 0 m: R -;0 C7 go * 4LI ai CA 9" x W-7 O xa 3� 01 � p 4'. O� N 7,4 >}i O - Li LOAD IWI MIN. 4" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO P S.F 6'-0.- W-8" ".-9..0 ANCHOR TYPE MAX. (SEE (SEE NOTE 1) ISEE NOTE 1) (SEE NOTE 1) 0 04 CONNECTION TYPE CONNECTION TYPE CONNEC IION TYPE W ul NOTE 1) (SEE NOTE 3) C1 C2 C3 C4 CS (SEE NOTE 3) C1 C2 C3 C4IC5 (SEE NOTE 3) C1 1 C2 C3 C4 1 C5 41 Q, 48.0 1Z 12 12 12k12 B 9 6 10 10 5 6 4 µµII111 5/16-01TW XL TAPCON 1-114" MIN.mu EMBEOMENT110.0 v 62.0 12 72 9 10 6 7 G 7 4 4 4 3 72.0 12 12 8 9 5 6 4 6 34mWITH 99 5 5200.0 5 3 33 3 5 3 3 j ANCHOR NOTES: Q) 1' SPACING AMINO 1 ALLOWABLE STORM SHUrFERSSPAANNS FOR SPECIFIC Q LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1A B, 10. Q 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. Q s -�5 /�CW�/V1�wDQ0•e i1lcTul I po11961, 47961 _( -1-1/2" MIN. FOR CO OR BLOCK AND 3/1 FOR WOOD & 1/2" PLYWOOD 2 FASTENERS EACH ANGLE 1'• x 2" x 1/8" OR' 2" x 7" x 1/8" ALUM ANGLE — 3/16"0 ALUM. POP RIVET OR #12 SMS JHR ACCORDION SHUTTER NOT APPLICABLE TO 6 8 ACCORDION SHUTTER a •�• 1-1/2" MIN. FOR CONCRETE ZO� 0 18" O.C. •HOR SHOWN EXISTING OR BLOCK ANO 3/4" MIN. GLASS FOR WOOD & 1/2" MIN. COX a �HEDULE). PLYWOOD EXISTING GLASS v zo In a�Co �m (INSIDE)1 FO I/ 0 .¢im• ? E7 ¢ ALT. DIRECTION '! OF ANGLE LEG Z¢ E t7 F SILL Nz (INSIDE) L a E E aow x� F" a o w to MIN. 0.093" THICK 6063-T6 ALUM ANGLE 7" 1" I I O +� 3� z o x M N. TO 2" x 5" MAX. (ANGLE LEG 3 MAY BE REVERSED) 33 4 3 G 4 FASTENER Cm 18" O.C. 14. 14 14 (USE ANY ANCHOR SHOWN 14 - 16 14 14 - 21 38 14 IN ANCHOR SCHEDULE). #12 21 38 38 TO & 1 62" (TYP.) TO g x 1/2" GALVANIZED 5/16-18 THUMBSCREW TD 8 { • BOTTOM 5/16-1Bx/ THUMBSCREW INTO OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 BOTTOM INTO CENTERMATES BOTTOM K (OUTSIDE) THREADED HOLE. LOCATED Cal MACHINE BOLT & NUT (OUTSIDE) K TYPICAL PLAN VIEW 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR fa 18" O.C. MULTIPLE SHUT HUT TER ASSEMBLY SCALE' 3" - 1' 0" BLADES -115'-6". SCALE. 3" = - - EXISTING GLASS 5Na M ad 2" x 2" x 1/8" ALUM. 02 11= TUBE 6063-T6 ALLOY Z In J 20n ZO /e! D =oa ¢ a�58 _ SILL -i ?_ ¢ I� ¢ 'O U U _ ¢q �� aow (INSIDE) zoo ¢ ul u In ,agFOr 5 zu 00 2 3/16"0 ALUM. POP 1-1/2" MIN. FOR CONCRETE 35 RIVET OR #12 SMS OR BLOCK AND 3/4" MIN. Col 18" D.C. (TYP.) PLYOR WOOD & 1/2" MIN. COX 14 14 14 14 = 3� FASTENER Ca 1B" D.C. 31 2 31 32 (USE ANY ANCHOR SHOWN i USE (1) BOX LOCK AT 1/3 . TYPICAL HR-BLADE � - ---- - --- - -- j-- - ---I N-ANCHOR-SC HE0 UL Q. - „I---- - - - - - SPAN TO-2/3 SPAN FROM -- BOTTOM OF SHUTTER (OUTSIDE) -• _ �• �•�i I•ucc,vPpo•Isal e OI j 7 y MOM 3/VETO ALUM. POP RIVET OR #12 SMS � ......� . ' .. ..... .. .. ....,.. y• w per:• f � @ 18" O.C. (TYP. 1B 2"x2"x 2" x 6063-T6 MULTIPLE SHUTTER ASSEMBLY • ��;•,; �-•QI�V 3/16"0 ALUM. POP ALUM. TUBE TYP, z of a I p Iq w I SCALE! 3" = 1'-0" • o • T I 2" x 2" x 1/8" RIVET OR #12 SMS •��'•• { A 3 6063-T6 ALUM TUBE (ul 18" O.C. (TYP.I _Z ¢ m D U' ¢ i i 1" x 2" x .093" 6063-T6 ALUM. ANGLE. TYP. 2 FASTENERS EACH ANGLE '1 2" x 5" x 1/8" �x CONTINUOUS i¢ i F- a Ow w ¢w W uw C s �: THREE 3/16"0 ALUM. ALUMINUM ANGLE 11 C O v POP RIVETS OR THREE #12 SMS, OPTIONAL ANGLE (INSIDE+i' 18 . N IN 18 TYP. 18 ORIENTATION TYP. F _ g 0 o 1" x 2" x 1/B" OR 2" x 2" x 1/8" O _ ALUM.ANGLE O TYPICAL HR BLADE Z #12 1/2" GALVANIZED 14 14� a°• 12/Z9/2006 x OR S.S. SMS, 3/76"g ALUM. m AS NDTED m MCA POP RIVET, DR 1/NUT TYPICAL CORNER CLOSURE DETAILS. MACHINE ,a Nur SIDE CLOSURE OPTIONS (OUTSIDE) Q SCALE: 3" = 1'-0" . SCALE: 3" 05-596 4 GLASS OR DOOR I/4"-20 THRU BOLT W/ SEE TABI LUCK NUT @ 12" O.C. OR 4 FOR MI N 1'L x 1/?- SMS @ 12" O.C. SEPARATII 743/16"0 ALUM. POP FROM RIVETS @ 6" O.C. OR GLASS 1/4"0 AI UM. POP RIVETS cl 12-' D.C. (9� ANDQD ASSEMBLY 1/2� IHR ACC IRb10N SHUTTER NCICONNECIIONTYPE OT APPLICABLE TO 6-B ACCORDION SHUTTER REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING�� Ct CONNECTION TYPE 911.1 �-j GLASS OR DOOR = IAww NF oum SEE TABL Xw 3 012 x 1/2" SMS @ 12" O.C. 4 FOR MI E Oa OR 3/16"0 ALUM. POP SEPARAtIt uul RIVETS @ 6" O.C. OR FROM 1/4"0 ALUM. POP RIVETS GLASS 1AX. FROM PIN @ 12" O.C. TO BUSHING 11 AND @2 IER (TYP.) ASSEMBLY . -_-- tt Fw HN j� xWm 13 NI- ZOLIm W O Q W _wa ¢Q~ Q� p o HER ITYP.) _ ! 1 —C3 CONNECTION TYPE W 1 1" REFERENCE ANCHOR REFERENCEANCHOREIL DGE SCHEDULE FOR MAX. EDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN DIST. SPACING AS SHOWN CT CONNECTION TYPE IN DIAGRAM ON PG. 131 IN DIAGRAM ON PG. 131 CONNECTIONTYPE D an REFERENCE ANCHOR REFERENCE ANCHOR w p EXISTING CONCRETE SCHEDULE FOR MAX. EXISTING CONCRETE SCHEDULE FOR MAX. OR BLOCK ONLY. SPACING. ALT. FASTENER OR BLOCK ONLY. SPACING. ALT. FASTENER WOOD FRAMING b WOOD LOCATION. FRONT AND WOOD FRAMING S WDDD LOCATION. FRONT AND ANCHORS NOT ACCEPTABLE BACK ANCHORS NOT REQ'D ANCHORS NOT ACCEPTABLE— BACK ANCHORS NOT REQ'O . WITH THIS LOCATION WITH THIS LOCATION OINSIDE MOUNT SECTION O INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" SCALE; 3"= 1'- 0" EXISTING STRUCTURE EMBED. 1 CONNECTION TYPE o REFERENCE ANCHOR i SCHEDULE FOR MAX. m SPACING AS SHOWN ,rQ1i IN DIAGRAM ON PG. 13) n 3 4 1/4" MAX. FROt GUIDE TO BUSH WASHER.(T YP.) W W ?O I- IA MCI, UF w GLASS GLASS OR DOOR —#14-x4/-2=SMS— @ 12" O.C. OR 1/4"0 ALUM. -SEEABLE 4 FOR MIN. NEPARATIO POP RIVETS FROM @ 12" O.C. GLASS WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (4" MAX. FROM PIN UIDE TO BUSHING TASHER ITYP.) X a w EXISTING Z� O u„ STRUCTURE 01 :� 7" MAX. n 1/4-20 MACHINE BOLT W/ N 03 � YU 1 8 2 NUT OR #14 SMS Cal 12" O.C. OJ a'a. (TYP. TOP &BOTTOM) 6o _U 3T 1/2 1/4" MAX. FROM PIN_ ur, GUIDE YO BUSHING �Z __ WASHER ITYP-I W ZU YS 12 .o. N in a �� O mn SEE TABLE 4 FOR MIN. = lail m F' w Iti im ; ;EPARATION 1t] Z F m mV O 9h FROM GLASS � IJU e LFIE ASS W U OZD ^r R DOOR Z o Fs� G� W r F -EXISTING STRUCTURE X u 3Q w� 2" I } L—CI CONNECTION TYPE EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. OSPACING BUILD OUT MOUNT SECTION SCALE : 3 V- 0" 3USHING� �� y TYP.) ,n�O° O>� 3O0 O e <oa3 an0 C ep N�°p ro= S �a till J"'O' 1`µ.11 � J/�� FL...T-FT119ar ict, s SEE TABLE OR DOOR 4 FOR MIN. w I- O a, L'1 o�Q E a' SEPARATION aw �ZQ I- O7 AND I x 1/4-20 S.S. FROM i �a ASSEMBLY 1/4" MAX. FROM PIN N x SCREW GLASS w < 1/2" 1/2" GUIDE TO BUSHING u6 L NUT NUT @ 12" D.C. WASHER (TYP.) c Q a X 1/4" MAX. FROM PIN m GUIDE TO BUSHING E w'REFERENCE CONNEC IONTYPE S 6 WASHER(TYP.) EXISTING CONCRETE ANCHORL SCHEDULE -FOR MAX.EXISTING MCONkCnON OR BLOCK ONLY.. AS WOOD FRAMING & WOOD STRUCTURE ANCHORS NOT ACCEPTABLE N DIAGRAM ON PG.SPACING E N3) " 0 3" x 3" x 1/4" CONT. 111 q14 x 1/2" SMS CONNECTION TYPE REFERENCE ANCHOR J SCHEDULE FOR MAX. - E 606.3-T6 ALUM- ANGLE EO' REFERENCE ANCHOR @ 12" O.C. OR 1/4"0 ALUM. SPACING. ALT. FASTENER m IMAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS LOCATION. FRONT AND BACK o `s AS SHUWPI DASHED) OWALL MOUNT SECTION SPACING ANCHORS NOT REQ'D Q (l° 12" D.C. WITH THIS LOCATION CEILING a` SCALE: 3"= 1'- 0" O /INSIDE MOUNT SECTION SCALE: 3"= 1'- 0" O T ® ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS L E 3 - -. DESIGN WINDINLOAD . POSITIVE .WIND LOAD NEGATIVE WIND LOAD L max. (FT -IN) L max,. (FT-INI 32.5 15-2 15-6 - 40.0 14-4 . 1S-6 50.0 13-6 15-6 60.0 12-10 15-6 70.0 12-4 15-6 80.0 11-10 15-2 90.0 11-5 14-3 100.0 11-1 13-7 110.0 _ 10-9 12-8 126.0 i0-S 11-7 150.0 9=8 10-10 160.0 9-6 10-2 170.0 9-3 9-6 179.1 9-1 _ 9-1 186.4 9-0 9-0 190.0 8-9 •8=9 200.0 8-4 8-4 - 210.0 7-11 7-11 220.0 7-7 _ 7-7 230.0 7-3 1-3 v m EXISTING N STRUCTURE EXISTING FINISH MATERIAL 5 R6 CUT IN 2" TO 3" INTERVALS TO FDR CURVE (SEE DETAIL �V FOR WELDING INFO). TYP: TOP & BOTTOM. FASTENER@ EACH.2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ... - ON CZ CONNECRON TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE. Y- Y N _ r u N n � a � / W -F EXISTING 1 STRUCTURE E EXISTING FINISH MATERIAL E Cl CONNECllON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER = @I EACH 2" TO 3" PIECE a T A ' B " L - E ` 4 _ TABLE NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS: CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER. LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE4NDTE: 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. -STORM SHUTTER SEPARATION FROM GLASS.' - " - - ' - - - MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.)' ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE [IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30- ABOVE GRAOEIIN.1 40.0 9-0 2-1/2 1-3/4. 11-_0 2-1/2 2-1/8 14-4 3-1/4 3-1/1. 50.0 9-0 2-1/2 1-7/8 11-0 2-1/2 2-1/4 13-6 3-1/4 3-1/4 60.0 9-0 2-1/2 1-7/B 11-0 - - 2-1/2 2-3/8 12-11 - 3-1/4 3-1/4 ' 70.0 9-0 2-1/2 2 11-0 2-1/2 2-1/2 12-4 - 3-1/4 3-1/4 80.0 .y-D 2_7/2 2 11-0 2-3/4 2-3/4 11-11 3-1/8 3-1/8 90.0 9-0 2-1/2 -2 11-0 - 2-7/8 2-7/8 -' 11-5 3-1/8 3-1/6 100.0 . 9-0 2-1/2 2-1/8 10-0 2-1/2 .2-1/2 N-1 3-1/0 '3-1/8 9-0 2-1/2 2-1/4 10--0 2-5/6 2-5/8 10-9 3 3 120.0 9-0 2-1/2 2-1/4 10-0 2-3/4 23/4 _--__--10-5_._ . - -�_-_-3. -.-- - -- -_.3_ 130.0 9-0 2-1/2 2-3/8 10-0 -- 2-7/B e 10-2 3 3 - � - •••------ " " CEILING HEADER FULL LENGTH INSIDE (SEE NOTE BELOW) 7Y- EXCEPT AT "NOTCHES" - WwrJ - S 6 20 F.N=om 5 6 14 uI�oNQ - X z oQL- PROVIDE MITER CUTS IN 2" @ TRACK ANGLE TO.MATCH TRACK Z Y.m CURVATURE - _- CEILING HEADER - BUILD -OUT ANGLE 2.. MAX. FROM PIN GUIDE '*NOTE: -WHEN CEILING HEADER IS USED IN / TO BUSHING WASHER (TYP.) A BOTTOM MOUNTING CONDITION. 1/4-20 MACHINE BOLT WELDING LOCATIONS ARE THE SAME. � ER NUT T 2" O.C. [USE ER409 FILLER ALLOY FOR ALL WELDING.) t_cq CUT AT'INTERVALS T -� FORM CURVE ISEE DETAIL 1g FOR WELDING INFO.) OCURVED TRACK DETAIL O WELDING DETAILS SCALE : 3"= 1'- 0" SCALE : 3"= 1'- 0'• FASTENER. SEE DETAILOV @ EVERY 2" TO 3" PIECE--- _ f�UT-LINE (SEE DETAIL N(J/ FOR INFO.1. TYP. CEILI G HEADER ISEEIDETAIL WELDING INFO.F CURVED TRACK PLAN VIEW N.T.S. oiq U3 NUd O •y.a ~Zd Q ZW. O may' e* Z00 Or C.3� �1 'FIN j �an <e J O cue �V =e-a = 3 4 ♦ IYY ov • 14f•IGae +deJR�D.To.: YI�-P 1 it lkcn:e '1W 9611 t N. A7961 b.. I N I c IN 0 f jHR ACCOREION SHmuyTy R NOT APPLFC.gBLE TO 6.8 ACCOROFON SMIITTFRe ANCHOR FAMENER MAMMUM SPACING (INCHES) REQUIRED FOR VARIOUS -DESIGN LOADS AND SPANS uum\omuu7uluu= 1 1MIN. am m r EDGEI I 1 m0 • 000®m©®�00©©0/ mmmm m mg a ogm ©©loom ..©� m om�m000 11 ©$� op 00, go BAN %0© ©% mmomomm000®©©o© /�%�����i��/�i.,'Oi %% R mm mmmm m E ©0® •.••Lil �a i'r�mo%°©000®o�m�°e��a Ono W��g������oam m��©' muiim� ��'�1�����g�g�julmlm ©' ©®ono mn ©BO o a :I IMnnon©m© ®�i�m i©�/m©©m©n000 o©©o��o©©10 �i©im aappaap,onannunano ; m moomnmoon©m©m©®mmmmmmmmmmmm © ' : 000©mmn000000©mmmmomonon�o � ©�mll lug • ��'�m09o©�o6��o�n��� 'b' 00 n©©nan® ©in©©off ©o m m o © ";\ .::t.,:., .\► �mmmmmmmomo ononm©©oommm mmmmmmmmmmn®000n ��mmomnoon�nno®mo©©®mmm�®mmmmnmmomommm�o ioon©mm©®mm000nm®©o�mmmmomomn©mm000®®®o� - . :• � n to®o®mm©m©m©©o ®moon®©©o®®©©no®©on onnum©loem m0000manommonnummoun o wow 103 li. amum�mf�i©�i�� I,I m®ono m© �I 1 I„°mil n�n00"® P� 90 emomall n©® ©n ® V ®s I--, Emo wq Y T'x S 0n OUTSIDE I{ TOP FLANGE ANCHOR (SEE SPACING SECTION XI 7 /111COMBINATION 2 x 5 (TYP:) 77/COMITION CJ 9 /COMBINATION ° •___ 6 0 j I o oF oSEE , 3 OR 4 IE"DER SILLINSDBOT FLANGEANH (SPACING - SECTION X) 1 x 5 ITYP.1 T x 5 (TYP.) _ NOTE: "S- INDICATES ANCHOR SCHEDULE SPACING. NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. E SPACING DIAGRAM FOR Cl CONNECTION TYPE: SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: S S - Cl CONNECTION TYPE USING PIECE ® OR © - APPLICABLE 70 HR SYSTEM ONLY- - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY '- C4 CONNECTION TYPE USING PIECE ® OR © WITH OUTSIDE ANCHORS ONLY _ enrol "... r — t,., �..«—...... a 00 O n„ a� (P7 v LL< O $� O .D u` 2.B u aeu uh � n rip+ 9�G F: NZ ZU 3� 0 ZSj u Amy O T x S �¢ C_1 Q OR O4 HEADER U 0 '® 7 x S . Z TYPsy.: Zy - I-O aW � aZ§ L f 3ab `� ZSW I cc r x S TYP. u�pz �Jo =3Fs,, �Z3 OR l4 HEADER ZO.umOUSED AS SILL VO= V� zoi- Q ySa oh OX SPACING SECTION �o° i� - SCALE : 3"= T'- 0- Fl Litou.7lu! PPP/PIH61 s 11 . A'19G1 _ANCHOR NOTES: 1. SPANS AND LOADS STORM HERE ARE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM SHOITER SPANS FOR SPEUF1 LOADS MUST BE lIM1TED TO TNOSE SH04VN INTABIE 3. 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. O N Z % dxi2/29/200S m m...N Af NDf[O __.MCA K Eiy�bF w F Q t NW mN 0 05-596 v Il sheet 12of 131 E IHR A4--4--OR0lION SHUTTER NOT APPLICABLE TO 6.8 ACCORDION Smu-r-rEFt ANCHOR SCHEDULE FASTENER M)UOMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS u LOAD MIN. 3/4' EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO- (W)' P.S.F. 6'-0" 10'-2" 15'-61, . ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 11.... IA (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) Cl C2 C3 Cl.L.'LI L'1 C3 C4 C5 CllC2lC3 L4 C5 Cl C2 C3 C4 C5 2" MIN. 75.0 .90.0 12 7 6 7 6 12 'i 4 L 5 4 12 4 4 4 3 12 1�• 12 5 5 6 S 4 3 1. 3 12 3 3 3 3 12 1/L^m a MIN. 3" LONG 140.0 12 3 3 3 3 12 12 10 LAGSCREW WIT"MIN. 2" EMBED. SHEAR PARALLEL 780.0 12 3 11 10 10 00 OR PERP. TO WOOD GRAIN 230.0 12 10 10 10 3 I�___pnTn + 75.0 l0 7 6 4 9o.D 9 6 22y 1A 5 3 7/16"0 WOOD BUSHING 140.0 5 4 3 WITH SIB- MIN. EMBED. A 180.0 4 3 =,/ 1/1-2ACHINE ESS STEEL 230.0 311 . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2-1/2' EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (WI. AFC P.S.F. 6•-0•• B._B•• 10,_2• 15•_6" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE W NOTE (SEE NOTE 3) (SEE NOTE 3) ' (SEE NOTE 3) (SEE NOTE 3) 1) C7 C2 C3 C4 C5 C1 C2 C3ICL C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 CS ---- m� 75.0 12 11 10 12 8 12 B 7 B 6 12 6 6 7 5 11 L 4 1. 3 90.0 12 9 9 10 7 12 6 6 7 5 12 5 5 6 4 9 3 3 4 140.0 -- 12 6 S 6 4 Il 4 4 4 3 9 3 3 3 B 3 3 3 U 2 1/4-0 ITW TAPCON WITH 12 4 L 5 3 B 3 3 3 B 3 3 3 8 3 3 3 O U 1-3/4" MIN. EMBEDMENT 180.0 M .3 9F.S.I. CONCR 230.0 10 3 3 4 8 3 3 3 8 3 3 3 8 3 3 3 75.0 10 5 5 _fi 9 7 3 3 4 6 3 3 3 4 90.0 B 4 4 5 3 5 3 3 5 3 3 1L0.0 5 3 3 3 OZ 1/4^0 ITW TAPCON WITH =D- U 1-1/4- MIN. EMBEDMENT 180.0 4 230 0 3 ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 4' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6'-0" W-all 10'-2" 15'-61, ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 11-- yl (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE W NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ct C2 C3 C4 C5 Cl C2 C3 C4 CS ((++±± 75.0 12 B 7 9 5 9 6 5 6 3 8 5 4 5 3 5 3 3 3 90.0 11 7 6 1 B 4 8 5 4 1 5 1 3 6 L 3 4 4 3 'T+fuxx O$3 140.0 7 4 4 5 3 5 3 3 L 3 3 OZm 5/16^m ITW %L TAPCON SV WITH 1-1/4-MIN. EMBEDMENT 180 0 S 3 3 4 4 3 3 230.0 4 3 3 3 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V LOAD MIN. 4.1/Y EDGE DISTANCE R IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6'-0.- B,-B" 10'-21, ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION -TYPE CONNECTION TYPE I~/1 W NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C21C3 CI.CS C1 C2 C3 C4.C5 Cl C2 C3 C4IC5 C1 C2 C3 CLICS. (-. ��)( 75.0 12 12 12 12 12 12 12 12 12 10 12 12112 12 9 12 8 B 9 6 90.0' 12 12 12 12 12 12 12 12 12 9 12 11 10 1'L 7 12 7 6 B_ 5 140.0 12 12 11 12 8 12 8 7 9 5 12 7 6 tl 4 Il 6 5 Z 3/B"m POWERS DROP -IN 6 3/e-16 STAINLESS 7 L O U STEEL BOLT WITH 1-9/16- MIN. EMBEDMENT 1B0 0 12 9 8 70 6 12 6 6 7 L 11 _ 6 5 7 4 11 6 5 7 4 230.0 12 7 6 8 S 11 6 5 7 4 _ 11 6 5 7 _ 4 11 6 S 7 4 MIN.3000 P.S.I. CONC ANCHOR NOTES; ECU j -•Ho I. - SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPAQNG ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMBED TO THOSE u�ua+ 1 9) ti d 2. SHOWN IN TABLE.3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREA HER THAN OP EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND OUp =rp r'Za Q ¢ - g M ,1�+ve E o� SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 0OW< Oy' :4 3. 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. EXISTING STRUCTURE MAY BE 00= CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE W=0c 8h BASED ON TYPE OF EXISTING STRUCTURE -AND APPROPRIATE CONNECTION TYPE, SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.e drW ate' t qti_ S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT ��U 4 < INCLUDE STUCCO OR OTHER FINISHES. 30 S st 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR cos 04 SIDE CLOSURE PIECES. Iipl )//ly 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER 1j1I�j1 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" IMIN.) WOOD STUD. 3/4" EOGE_DISTANCE _IS_ACCEPTABLE FOR WOOD FRAMING. -WOOD -STUD -SMALL BE SOUTHERN PINE" G=O.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE - - 11 �• 0- IGOC - � �.%p.I e99 v W PHILLIPS PAN HEAD OR HEX HEAD. V RGcane :PPP0119611 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. ,I• 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. .Z * •. ` r'. A A ' 7 6 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED O„•. WINGNUT. •t, F o t a Oa N W m s C3 = - j `" 12/29/2005 Q7 HAS NDIFU C q MOB' Q o C 596 T ,.nlvmvm 3FORM PANEL SEPARATION FROM GLASS A POSITIVE ACTUAL COLUMN 1 COLUMN 2 DESIGN L SPAN Ill IFT MIN. SEP. FDq ALL SLESS MIN. SEP. FOR ALL INS TALLATIONS E PAS.F.)) - IN TFIAN 3D' ABDVE10 GRAU� GREATER MAN 30' ABOVE (INCHES) GRADE !INCHES) 2 40.0 0-8 10-6 5 2-1/i 50.0 B'0 3 3-3/0 9-10 5 2-,/2 60.0 0_B 3 3-1/4 2-3/4 9-5 S 3-1/i 70.0 4-0 0_0 3 3 1-1/2 9-0 5 3 3-1/4 80.0 4-0 3 1-1/2 0-(6 3 3 90.0 4 - 0 3 1-1/2 3 2-3/4 100.0 7-3 3 2-v2 110.0 4-0 3 6-9 3 2-3/B ' 120.0 3'0 3 1-1/2 6-4 3 2- IJ 4 UBI! 1 NOTES• 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE DTHE LESSER VALUE OF THE TWO. 2. USE NE%T HIGHER LOAD ORELINEAR INTERDPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. I. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A MAX. ALLOWABLE e STORM PANEL L SPAN SCHEDULE E 1 POSITIVE OR NEGATIVE IESION LOAD VS F.) PAN FOR NEG PRESSURE IF - IN) PAN FDA POS PRESSURE IFT 40.0 4S.0 SO.0 55.0 12•-0" 10._2" y._6.. 60.0 62.0 70.0 72.0 9' B'-11" 6•-4" 75.0 8'-11" 80.0 8•-3" 77_6- 90.0 100.0 6'-7" 6'_0' 110.0 140.0 4'-0" 4•-3'• 150.0 C'-L" 4'-0•' 170.0 3'-10" 3•-a•• 160.0 190.0 200,0 210.0 3•-l" 2 '-10•• 230.0 PRODUCT REVISED lu mmylyMg with Oho Ewdes Bedding Code Att001tnty N00 �O ,p {wept, Ilan OmlO � M4o10nd OIrIJoo 0 f'+ y�. k nVO t 6 spool) qW • u 0 0 7r0 010' 0- 6µuund»]y °P°J 1u1P1°E4 r►tlai s9f 41N! iggd•w n 036IAWMADnaoud 3NIH3VH hN1A0W3tl AB 310VA0W3tl3tlVDHM3H)HNS31N30 {VHV1 '535E1 319V1d3]]Y 10N 3UY HIM SNOI110NO3 HOH]NV S31V1,1015310 ® 'OL tl3dYM/.� tl0 'ppV3H SSntli 'Ov2NNVd Y H311113 AYH ,I •lYNOONvI HON,NSTi 35YB NI SOV3tlH1 d0 133N1W3DVON3 -911 dO WnWIN1 3AVH Sl1VHS jS3NM3tl3y5 3NI(H1]VW '6 39YNI,VHS OSf11155 OOtOMnYNI VHISOOOM3�H0� 3l9 L d3J]raSl 37NNY,,., 3D0 3; 1J3N 1SVd$DN�WYNi OlIW1�9 d0 )Yl� "'w"� 013N 1SYi15M]]3tl7S Deli 3 M, 'B , qp0 A1N0 31EIYld3]]V SppI OOOM.LId Ol DNIN315Yd 'OOOMA�d33lON Stl13 �33{.,��y3y1N SN 1110ND�0DNINVHd'000M QDNIMYHtld OODM1513uni3 Itl19I �NLLSI (3 3tl3HM '(, WO HSINId 11VM S30n1]X3-NY1510 3003 ONY 1N3WO38W3 W(IWININ '9 "'SNOT) YON3WW0]31! 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I5 J,,�y�•14{4}4�►}+��i�by�� •N� {z l hl Tl O'LGNDI.C' L 7l 7t 7! 7L 7L OL LL 7l 7l 0�05 9 9 1 6 tl Tl 0 6 7l' 7l 71 it EL 7L _it 79 7L 0'E7 S, t] E] Z] L, 5] 1] E] i] L] S] 73E] i] 13 (t - (E RW MIS) . (t 310N 33S) (f iLON 131 310N 000111 3dA1 N01133NN0] idA1 NOI4]3NN0] 7i1A1 H011]INNO] 91s) L ILWN 77 L 310N 33f L 110N d3f 'XYN 3dA1 WOW ..0-.iL .. ..9-.5 ..0-.9 .d.S.d of do SNVdS OL do SNVdS Ol d0 SNYd5 IMI oval ' 33NVISI(3 39C3 A/E'NIW SNYJf ONv50v07 NVISPo fnaiwvA Sod LTS11y10SY (tsH,NO MOV.15 WOWOMY YSK—uwd aina3H 5 HOH:)NV 10 0101010 KAI King n W ©�,© �iO6 ���6 g mm©o �©n manoor��n °i�m ' MMmmn®/lnn 'n� "1313 MM =.11I11111111\I 1111\ 0%ou o00©A//J00©H 0 , . 13 06.01 ® © no K,•.:�� o ©oom� pp�o ��®��monnmmm�m��� ©o®��o°r� mmm m�m m _ OR ©©pp � O'd Dom �pMmun no��°�oHmmm� UMMM SOMMIJIMMO ,01 KBOVIR KA mm �. ®n'®Mm®LliaRM Homm , nim '0 �© �50, 6m M On ' �nI®�mom�® mmm mom I m ®mm I I t. 1111111/11 [ Mom nun m® Boom n�0®®®m��i0mm 93om®®mm�®�1Li®m p©® m 1 l t•nl ©[ m®[I©m ®®®® I��m© ®�® ®�mmm�mmmmmmmm mm�mmmpOm�m�mm�m®m mmmam mm��®® ommMmmm®mmm��: p©®�p " � ��//.►���%/ilk �� in •'��. ag oil ����IG�����.1110 UNHI �i Hoommmu mmmmi , l rMovoun in Re � o � ® ImmmHm°mm un o MINE -1111111111111 llllll u mom UOHDNV 41• EXISTING CONCRETE, b HOLLOW BLOCK OR 1 , q•• WOOD FRAMING EXISTING CONCRETE, 2 " 2 . m D 055" 6063-TA 2 "" 4•• NON-STRUCTURAL FINISH HOLLOW BLOCK OR 2"� g•• ALUM. TUBE MATERIAL BRICK OR WOOD WOOD FRAMING EMS B .C3 CONNECTION TOR C3CEOpNNECCIWNTYM X. _ REFERENCE ANCHOR H E FOR MAX. RC�EpULE FOR MAX: �e SSCHEDULE E U = -- - /2" SPACING W +' .1/4" MAX. v Cr 1/2` - 1/4` MAX. WO { 4" MAX. EXISTING - _ w ^ Zm A < GLAZING C EXISTING o w - m 3_ SEE MIN. - L ~ GLAZING- ~ a M u STORM PANEL o:.l I N 3 4 4 0 x Z SEPARATION O W= TABLE 2A55 _ yl o - _ yl v a w vl i/4" EXISTING CONCRETE, ' in Y m z MAX. HOLLOW BLOCK OR" y , Sa C. < WOOD FRAMING--'-• .:i+l�,r�,,. - ti N '•',rg,.� ::.i::Ltti.F.t•S\'i': •,'.:1/4-20(mS.S. BOLT 7� B 2'ux 5" xtt/B�. o Ir 4 46 _ 9. .Ei 6 - 4 `/,I• 9 1• CONT. ALUM, ANGLE �! - H 1/4-20 STUDS C3 CONNECTION TYPE - w _^.` L9 12" REFERENCE ANCHOR o - - - - -- _3' SCHEDULE FOR MAX. w '� MAX. SPACING _—�-1/4" HAX. ' w - -- _�jI•II-•C4CONNECTIONWPE g ••� .b .d EM REFERENCE ANCHOR \ _ 2" MIN I I'—L— SCHEDULE EFOR MAX. � •{� 1"" 2" 6 SCHEDULE FOR MAX, - I/ IS SPACING EXISTING CONCRETE, p'•w y% • 0.055" 6063-T6 ALUM. TUBE SPACINGHOLLO " WOOD FRAMING OCK OR 12,x:5"I WALL MOUNT SECTIONE�5T�NG• •NON-STRUCTURAL B © SCALE, 3" . 1'. - 0" C�NCFETE FINISH MATERIAL 5 O WOOD CEILING/ INSIDE MOUNT SECTION ® WALL MOUNT/ BUILD OUT SECTION SCALE, 3" 1'-0" _ SCALE- 3". V- 0" P V ���g 7�N� 5"LONG IIANOLE WINOOLJ- RIVETED TO PANEL- ' n T WIN W CI CONNECTION TYPE •_q" - - Jd REFERENCE ANCHOR 1/4-20 S.S. BOLT t SCHEDULE FOR MAX. 1" 3/8.0 HOLE FOR s 2, BOLT 6 WINGNUT SPACING FASTENING PANEL t! O Le 24" D.C.(TYP, PUNCH 112" x 1" HOLES IN I _ yy - ADJACENT PANELS .TO RECEIVE _. a ' 00dTAT EEE L THIS BOLT W/ PM NUT. PLACE - _ _ _ "t p _ 0 m - -' -•i OR 2" x 2' x go- - — - - 1 —PANEL AND FASTEN WINGNUTS�_—•-----^-^•-� m - '• 6063-T6 ALUMM. FROM THE INSIDE - ti---------- ---- ' ANGLE 1" OVERLAP -n iN D. �. �1 MAX. OTYP,• „OLLU SLOCK Xm EXISTING (MAX•PANELREIOHT 7'•4'S MAIL DESIGN LOAD :72.00P.S.F.) BAY WINDOW SCREW x t•' MACHINEOINTERIOR FASTENING ANGLE ASSEMBLY SCREW STUD WITH TWASHERED WINGNUT (0 SCALES 1-1/2" = 1--0- I/4_20 S.S. BOLT 12" O.C. (CONNECTSL BOLT L WINONU TO ADJACENT PANEL)06 24" D.C. ITYP. 1DSTAIL! NOTE: - aodmpiylt�At �6: 20 GA E STEEL -THESE DETAILS DEPICT THE fiddle BENT �LAT[ 1" OVERLAP CONNECTION OF THE LAST PANEL ECode OR 1" 2" x X FOR AN OPENING WITH PANELSArerPlaew NoO�-D�I3.Dj6�6l- 6�Lu WALL MINSTALLED FROM NSIOE. USE EtpinlleBlhl B NT lA E 4" 5" x 2" x2-1/2" x 1-1/4" OF THESE DETAIL SHALL BE IN STUDDEICE NOTCHESMAX. CONJUNCTION WITH AN "h"By(SEE SECTYP. BOTH SIDES) HEADER OR -U" HEADER TOP . M �a1 ido ott velnl F ' MOUNT. _ 1)"Ica TYPICAL CORNER CLOSURE a DETAILS MAN) ® O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC SCALE( t-1/2" , 1'-0" .T.. ^'1 • WOOD ROOF TRUSS - ONE 1/4"ox MIN. S' LONG - -' - OR FRAMING MEMBER WOOD LAG SCREWS 04 • !ai 1- /2"`If2" (O 24".D.C. MAX. WITH :3 S EXISTING STUCCO 2 1/2" EMBEDMENT - Q U INTO WOOD MEMBER - TWO 1/4"'x MIN. 4" LONG • FINISH OR PLYWOOD ED STAINLESS STEEL J UP� sorrlT - CS CONNECTION TYr! - . TWO 1/4'Ox MIN. 4" LONG USE 1/4• WOOD LAD SCREW OR WOOD LAG SCREWS. 8a I EXISTING I I WOOD, LAO SCREWS = t" 1/4" ELCO -MALE/FCMALE da 2V O.C: MAX. WITH . g GLAZING 1I 1 I QO 24' D.C. MAX. WITH O PANELMATE REFERENCE ANCHOR ' 1'3/4" MIN. EMBEDMENT. '" � 1 2 1/2" EMBEDMENT w SCHEDULE FOR MAX. INTO.EXISTING 999 IW/O WOOD MEMBER SPACING EW ISTING STUDS „y a - _ WtlODO FRAMN 1- ,. " X4 xt/e I I t/S" x CONT. ALUM. o o 1' 1( 4" Oq 1" a 6" MAX. - - - w 1 2" TUBE N74 062"'CONT. ALUM. --- - CONT. 3" x OR 4" x WODD TUQE` 16063-161 3 Z vilull, I FRAMING REQUIRED 1' :i' TEK SCREW a N14 x 3/4" 1/2" PLYWOOD I I .: 4 4 cb e" O.C. O TEK SCREW 1 ul a .' O f� 1/4" MA%. ++Ry SEE MINEgSTOpRMp rE7 "D.C. mo EXISTING �J�MAX. O' GLASS TA§LEY TRUSSES xX D GLAZING W W 'd i STOR £ w w .''� •i % I1 ( P ---- _ - - PANEL SEP. PRO m 4; n OLA69 TABLE 2 G < " - _ 88 d 1- EMBEDMENT '1 _ _ 2" x 5" It 1/8" CONT. ALUM. STUDDED ANGLE § „'.t y D w j F J W/ 1/4-20 STUDS 4'' •� .3\ "' N ..II 12" D.C. 9 vl oWgIS l E i w m EXISTING _ --y--• - w ZQ �. a, 1 EMBEOMEN -� _�� 9 w Z SEELMINNG 1 . a Z E 6� �1 ?�•,� . _.._ -_ -- Q, STORM PANEL 9 E't O � c :; - J O. SEPARATION ! -. H :'.•;i in •FROM GLASS d ,�• - TWO 1/4"0x MIN. 4" LONG TABLE 2 N STAINLESS STEEL _ WOOD LAG SCREWS ■■■ C4CONNECTIONType 24" O.C. MAX. WITH -1/2' 2" REFERENCE ANCHOR �3/4" MIN. EMBEDMNN ;`.•' - � i :? 4 4x 4b MAX. /4' MAX. 0� , o SPACINGS FOR MAX. IN CENTER OF STUDS _`. _ •,-1/4"Ox MIN. 2-1/2" LONG - -.• C C NNECTIONTYPE STAINLESS STEEL REFERENCE ANCHOR 3 - '�' -• - W000 LAG SCREW (A 12" D.C. i - SCHEDULE FOR MAX. 2" x 6" P.T. CONY. W/ 1-314" EMBEDMENT \ w� SPACING EXISTING CONCRETE, WOOD BLOCKIN INTO W000 BLOCKING u HOLLOW BLOCK OR - _ WOOD FRAMING Kdezevlr BUILD•DOWN / BUILD•OUT SECTION - - ------ ---GEILING/BUILD OUT MOUNT SECTION _BUILb•OUi/FLOOR MOUNT SECTION -- - --- - - -- - O SCALE. 3" O SCALEI 3" a 1' - 0" O•SEALE. 3" . 1' - 0" VJ: Imr.%.N16,41m. �� �� IL lkan Ne. alo — USE@OR 60WITH �.- -•. 1/4-20 x 3/4" g� MACHINE SCREW p DOORS OR WITH .675" x , w x .125" SQUARE J d . SCREW HEAD- __ap • 1 a/ STORM PANEL F _ - & SEPARATION = - j FROM GLASS p 1 7ABlE 2 o w 1/2"O.D. a 1/4"1:0.' 3/16" TO LOCK STRAP IN NYLON BUSHING � 6 PLACE USE A THUMB 14 J - .OR 1/4-20 S.S. rUT ItYA.I 8 OETAlLL w SCREW OR A TRUSS JJ W h u HEAD BOLT uV1' 1 L I(gl h IFN 9 _ `-1/4-20 x 3/4" Cl CONNECTION-TYPa 11 MACHINE SCREW - - '• _ MG. REFERENCE ANCHOR WITH .675' x •675" i �•j SCHEOULE FOR MAX. ` I x .125' SDUAgE PRODUCTREYISto E%ISTINGCONCRETE, SPACING SCREW HEAD d: HOLLOW BLOCK OR pddl PCIIrOkthAotid! WOOD FRAMING 5/16" I.O. AND ' / IDanI*%c.&gM 1/2" O,D,x 3/16" l _ px 06/29/20 _MINIMUM NYLON FINAL EaPIn11oas NOTE: WEOPMAIL$HALLItINCONIUNCTIONWTHAN 1/16„ BUSHING Op 1/4_20 LOCATIONHtADEROA'0'NEADtRTOPMOUNT HIN NUT (DALVANIZEDI- OF STUD F O C-TRACK ASSEMBLY - INSIDE'MOUI�j C•TRACK ASSEMBLY • (BLOWUP) Dhhlcw SCALE..]" . r _ D" 0 O GTRACK ASSEMBLY i150METRIC VIE1M .w ,. it SCALEi HALP SIZE - N.T,S. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM EXISTING 5 1/4" MAX. HOLLOW E I/V' MAX. WOOD FRJ - 4: .}.r.,. E XISTMO •-- GLAZING _ a n SEE MIN. STORM PANEL -11 ..-.. - -''=Y rc I EXIST SEPARq TION _ O w GLAZ 1 FROM GLASS N j TABLE 2— w 0 W W V •,,./s,,. • q 2 E a VI �. M 1. C1 CONNECTION TYPE 1/4" MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. C1 CONNECTIONTYPE SPACING REFERENCE:ANCHOR EXISTING CONCRETE, 5CHEOULE FOR MAX HOLLOW BLOCK OR SPACING g WOOD FRAMING C2 CONNECTION TYPE- 3 OWALL MOUNT SECTION A SCALEI 3" . 1' - 0'- '�� ITYP, TOP w w t 3 EXISTING CONCRETE, V HOLLOW BLOCK OR 2 J W000 FpAMING C3 CONNECTION ME 1 a F REFERENCE ANCHOR B ;!` SCHEUL E FOR MAX, PACISE'E' F w -- 5r it • 1/4' MAX tj STORM PANEL w w to SEPARATION w = a FROM GLASS TABLE 2 N W 4 MAY BE n Z i EVERSED E n EXISTING 1 = ~ GLAZING .¢ 9 SEE MIN. ,w N STORM PANEL SEPARATION N PROM GLASS _ _ . TABLE 2 _ 1/4" MAX. B a OPTIONAL TOPMOUNTIHO ''vAi �-�- 1/16-20 MACHINE BOLT WITH --OPTIONAL LOCK NUT (gyp 12" O.C. LEG DIRECTION (TYP' TOP L BOTTOM) ,O 1U LD•OUT MOUNT SECTION THREE 1/4"09 MIN. 4" SCALEI 3` . 1' - 0" LONG WOOD LAG SCREWS - f"DO A -MAX. WITH 1-1/4" MEMeERENTInro wooD - 2„ qj EMBEDMENT �- -EXISTING GLAZING I U, - I 1 In w :d —SEE-MIN. -- —u i1— „— STORM PANEL 4 4 B tt'X O r CONT. ALUM. GLAZING— ,� SEPARATION A< < .l 3 w L� PROM GLASS ES 0 ANGLE OR 4^ 3 Z •� TABLE 2--• -I J x 1/4" x Co .. _. 4 f ALUM. FLAT--_---• DQdULQ('PASf THRU• SEC,) ANCHOIISCHEDUIP !r1� SEE MIN. _,w a w t/a"• PGy�[Rs t/a Fx 1 [-+ :• < MAX. E�MIN_STOgM U S I ORM PANEL 1 f- .+ 1/a"• ITW TAPCON CALK -IN W/ 7 S LONG WOOD LAG ' �{ = PAHEL SEP PROM YY SEPARATION IA W/ t-s/a" NIN' EMBEOM[NT E SLREW W/ MINIMUM ;i• 1/4"d THRU BOLTS GLASS TABLE 7 / O ICONC.1 OR 1-1A." 1- /a" [MBEOM[NT 4 FROM OLA55 W W MIN- IBLOCK) +/a-EO BTMNL[SB1 /0" PARG EN . r� W/ LOCK NUT 12- O.C. 4 TABLE 2— yl = EMBEOM[NT BTffL R. .... SCRfW 0 PCRP[NOICULAR -FASTENER, SEE DETAII. 4 a 9 CON C. HOULW �CONC. TO WOOD GRAIN -?;I E ANCHOR SCHEDULE, EXISTING J E < I1]l llul IUX Des xRl WOOD M ' ?1? FOR MAX. SPACING GLAZING '. i ' vai 12' a^ T" I1• TWO 2" x 5" x 1/e" Ci CONNECTION TYPE 1 1/4" MAX. �, ALUM. ANGLE REFERENCE ANCHOR. T'•'r< SCHEDULE FOR MAX. .0 F• +, SPACING _ C4 CONNECTION TYPe :e REFERENCE ANCHOR EXISTING CONCRETE, 0 Iry� `5CMEOULE FOR MAX. HOLLOW BLOCK OR SPACING WOOD FRAMING. SEE DETAIL,( �I p O CEILINWFLOOR M UNT SECTION _ s, suLEl 0" O'PA55 THRU' SECTION E IN O D 0 SCALEI 3" ■ T _ 0" ©F TRACK/DIRECT MOUNT SECTION SCALEI 3" . T'-'O" -WOOD ROOF TRUSS BEEN MEMBER SHALL PERPENDICULAR AR TO THE PANEL FACE —EXISTING STUCCO I II FINISH R PLYWOOD SOFFIT MAX. 1014x 3/4" I O: TEK SCREW V1 (0 12" D.C. I N a 9ETWEEN c 1Iv T USSES B r O 1 x D J=D J s� g "I PRODUCTREVISED- 9 �1 "SO nld�jCodEwlbSIkv CIG dd[ vY AEnppOW N�"`, Etspll>tU oa D."n— SETION t �ee��t I Inrmmotimr. P:\FLl\Pro)rct3\Kn3n001� i\RD-aub\05-:s'roi.e.q UC-tu 0E/29/2005 04:43:33pm 06/29/05 15:43 +a+ n> s wn >r m >o rag w ero'ug c v zm m. r9 o'r1O. — rro� c 3Dy_ rr3 N7 or5C 7Rn 9•' A•r9D2n� 0 = ..zs �•In x c�• n D 4 =�rr...�O> r Mr o ACC;c £„•0�n karn C Z �in P -r�Z CalX. .^2 aD > ya 2 Z IR N m< O l>S� VN S aA .]n a m r'Iwr0 1 Lm20 SEE STORM PANEL SPAN SCHEDULE - TABLE T 3� X ,• 1� Drx OOo- a C H C D m Oas^a O C om y A C G r 3� xh OmlW l73-.m1j • S =WU2 so�;W ■ Cf � O W O OW i S Z �. aA CWT A mm ff"<nla C�IoCln v rS 9 c ' Tov Z-'•S m O bn Nip' -�c•Lx. pi M a W 0 �o >> SDor ,• to >> —44 O N nyGr] Ky DN D2 Z^ =mil• N rr h M flln. SD rv± a r>` S^ p •'S Or am D�� O1 o r • Z ZO bD G O mC � o >s s 3; N Pf � � a 7rCD T 70 Slm N Dien m mO m �C smo a - Q m3.v r> r� D <z >2N Zcn (TYP') C Z N � H HT UNLI IT (PERPENDICULAR T ' T PANEL SPAN) D I i T � 1.7S- COmZC a mN � � s n o n= O 2� 00- m O O STORM PANEL N n 3. m - tz, O a u 2A 0 9D Z W N < O y n m > O N O 1 CI I (o —ti z00a- ^ a ? m 2.300' 1.500- io.09L7750' o ANO 094.' N O - -1 O t6t W I� m = .09L- u u • 0.. 0 0 ro 0 r o �r Y W m �620' N pt o ..750' a ^ s C W Iri - r O 2.250' o ! C 111 O O O , N a m A OW .--}•- Tlazz C m p �o W O n X? om>.o^ nZ i � N O>ti D N >m y, Ed C A~y{o < S C1��1 m N> Nm ,m � O , 011' Thomton-Tomasetti Group .4 D6-4.RC.A)pl?u.4e ".N.6 Rana - f I- d-+ 1. FE D. QUALITY ASSOURANCE L By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMMED A. DRAWINGS L Drawing No. 05-353.1 titled " 0.050" Aluminum Storm Panel '; sheets I through 6 o g f 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V J. Knezevic& P.E. B. TESTS I. None. G CALCULATIONS I. AnchorAnalysis, dar' June 15, 2005, 39 pages, prepared by Thornton-Tomasetti Group, signed and seI aled by V. J Knezevich, P.E. D- QUALITY ASSOURANCE 1. By Miami=Dade County Building Code. -Compliance Office. E. MATERIAL CERTIFICATIONS L None. Selmp A. Maker, P.E. Produd Control Ezaamaer NOA No 054713.03 Expu�tion Date: 11/162010 Approval Date: 02/1&7AM EI 2 Town & Country Industries; Inc. 1. A. B. C. D. 2. A. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0809.03 " DRAWINGS: 1. Drawing Number 00-159,1 titled " 0.050"Aluminum Storm Panel". sheets I through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October, 26, 2000, signed and sealed by 'V. J. Knezevich, P.E. TESTS: L Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction ,'Testing Corporation,. TestjReport No. CTC 00-028 dated 06IM000, signed and sealed by Christopher G. Tyson, P.E. CALCULATIONS: L Comparative Analysis and Anchor Analysis, dated 07/122000, pages 1 through '56, prepared by Knezevich & Associates, Inc.,- signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 102612000, pages 1 through 3, prepared by . . Knezevich & Associates, Inc., signed by. V. J. Knezevich, P.E. MATERIAL CERTIFICATION: L Mill Cerafied Inspection Report 'of coils, for Aluminum Alloy 3004-H34 by Jupiter. Aluminum Corp. with physical properties. Z. Cemfied Tensile Test Report by Certy ed Testing Laboratories, Report No. C7L- 592� dated 06/Z62000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. ,EVIDENCE SUB'D UNDER PREVIOUS APPROVAL # 03-0421.13 DRAWINGS �. . L Drawing No. 03-259, titled " 6 050 Aluminum Storm Panel ' ; sheets I through 6 of 0, prepared by Knezevich & Associates, Inc., dated April 04, ' 2003, last revision #1 . dated September 23, 2003 signed and sealed by V J Knezevich,. P.E. TESTS. L . None. C. • . CALCULATIONS 1. None. Helmy A. Makar, P. E Product Control Ermaner NOA No 054M.03 Expiration Date: 1U16t1M Approval Date: 02J161M E-1 MIAMEQADE � 1 BUILDING CODE COMPLIANCE OFFIE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTA MIAMI DARE COUNTY, FLORIDA iv MO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAN9, FLORIDA 33130-1563 (305) 315 2901 FAX (305) 375 2908 www.buildingcGdeonflne.com Town & Country Industries, Inc. . 400 Nest McNab Road" - Ft. Lauderdale, Florida 33309 SCOPE: � - lONTRACTOR COPY, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used .in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County. Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their,jurisdiction. BORA reserves the right to revoke this acceptance, if, it is determl fined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements Of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION. 0.050" (min.) Aluminum Storm Panels Shutter APPROPAL DOCUMENT: Drawing No_ 05-3533 titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti droup, dated June 29, 2005, last revision 40 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami=Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 11Tissfle Impact LABELING: Each panel shall bear a permanent Iabel with the manufactaret's name or logo, city, stale and the following statement: "Nrami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting'the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA- Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.' If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03i-0421.13 &'Consists ofthis page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P..E- NOA No 05-0713.03 Expiration Date: 11/16/2010' Approval Date: 02/162006 Page 1 i Code Compliance Di`Vnswn 2300 Virginia Avenue Ft. Plerce,.FL 34962 INSPECTION CARD Phone: (772) 462-1553 Fax: (772) 462 -1148 httpJ/stiucleco.gov/ce Permit #: SLC- 0704-0267 Conf #: 611 Type: Stone Shutter Issued 04/16/2007 Double Fee: No Job Location 3804 AVE K City: FORT PIERCE Jurisdiction: St. Lucie County Lot: 21 Block: 32 Parcel: 2405-601-0602-000/4 Subdiv: Sunland Gardens Owner: BEULAH LYLES flood: Elev: Flood Map: Project: Job Description: INSTALLATION OF HURRICANE SHUTTERS TO ALL OPENINGS Property Owner BEULAH LYLES I (772) 332-8227 3804 AVE-K FORT PIERCE, FL 34947-2326 Setbacks Left: Right Front: Rear: Inspection Notes: SUB:PERMITS Permit # Status PT Cert # DBA Owner / Builder Job Description INSPECTIONS - For Requests, Call: (772) 462-1261 Permit # Code Description Priori Date Sched. Res Descriotion Inspector Date Insp. 0704-0267 172 Hurricane Panels (shutter: 0704-6267 '600 Product Certification 1 1 0704-0267 999 Final Inspection 1 . Code Compliance Virginia Avenue BUILDING PERMIT 2300 Virginia Avenue ' Ft: Plerce, FL 34982 Phone: (772) 462-1553 Fax:-(772) 462-1148 http://stlucieco.gov/ce Page 1 Issued: 04/16/2007 Conf #; 611 Permit #: SLC- 0704-0267 z Job Location: 3804 AVE K City: FORT PIERCE Permit. Type: Storm Shutter Job Description: INSTALLATION OF HURRICANE SHUTTERS TO ALL OPENINGS Subdiv: Sunland Gardens Lot: 21 Block: 32 Parcel: 2405-601-0602-000/4 Property Owner BEULAH LYLES (772) 332-8227 3804 AVE K _ FORT PIERCE, FL 34947-2326 . Setbacks Left: Right: Front: Rear: Zoning: RS-4. Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: Flood Zone: Elev: Job Value: $1,600.00 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida'Building Code including those for all' electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional per its required from other govemmehtal entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY.1 IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Raymond Wazny Building Official Date For Autorhated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-21.72 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. -