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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTWEPoEll-'R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPREe941 EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number. FL13757.1-R6 SCANNED EX Project Number. 15-2338 BY Product Manufacturer. Town & Country Industries St. Lude County Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 8 d_-20? M, FAC., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose Intended, at least equivalent to that required by the Code. Reevaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled 06.8 Accordion Shutter', sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353- 0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. Kuri, PE) by Construct??,, s6hg Gbriretion (CTC). • STRUCTURAL ENGINEERING CALCULATIONS �QQQ�Y7glrtt I Valid for Structural engineering calculations have been prepared which �C :'Pages 1 2_ evaluate the product based on comparative and/or rational AUGry analysis to qualify the following design criteria: AUG - 1 1. Maximum Allowable Spans = 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation rank$T8l3rfilardp; 160 SW 12TN AVENUE SUITE 106, DEERFIELD BEA PHONE: (954) 354-0660 - FAX: (954) 3 ENGINEERINGEXPRESS.COM vwmmnanmunwmYmunw.n+.uann�ma., rwmw wa emwaurnnwarcw,m�uaoewxmv.ux EXPRESS®ING August 4, 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 6. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified to the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM wm�crnnm,u,comm uum�.,v..w,n wauv rmmunum,ammomo�cn,ewn,cunm�.ms,nwunr.�mc TABLE ALLOWABLE T SPAN SCHEDULE FOR USE (THIN THE HVHZ OES NCFNIFIOMT® A HVIQ F'OBrtNEVIM lMDW11MEPy. ®AU. HVHZ MEGwIrm WWDLOID WND IOHB-an iw ISO'n IW 1w•W IN* 1W' = 111' I&V +w' WA 10r 'HY -IEC ISO IXV 111- 1LP WD 610- -F I 1m' 11i' —Pd1--- _1EO' 1W WA IN- 131' Iw - al.o 1m• in, tar _ io.o I36- _ fir ^+1r _ze— iSF 11i•— t1T W.B 11V Iw Iw BS.O I Ifr In- IIY W., NT LIT 1216 w.a 1W.0 uG• fOD' nr HIV r _ HIV 1050 Ior nT 11T 110.0 I06• 110• 11P ne.o lar - for Iw _.-Ior ._ -1WA --- +01• izen ITT aA m• 1464 pT IWA BT Iwo Nr v_- _ IB0O ifnu BI Te• 1764 TV 1Bo.0 W Ba0 TO• DIV MIOA M' .8 ACCORDION SHU17 FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 3 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN TEIERIAD PreNNE PPE991NE IMF) INURE BSHUTTER fuxANAReBPARArpH FRDIID4A64 Wm%uATONB wsrAuAToms ..ABOVE •]CIA acre .9 MI IRA) m.1 HET ar 1d• m EO• IT IX PT IT 18 TR 3p _ F -ve, 10 W ar L1• PP IT le NV 3P fd' IN' IT IIS Y e.r zA 11s• e.r 1e• W as r FT or xT 1r 10V aT 1A 12T 30• 1Br ar zd- W W IT 1T PT IT Id' fat• IT IT 131- ar 3B• ra 00 IV Is w• 3w .e• + YP• IT _iv _ IT m Ir zd•— w W IT 1.T BI' IT I.r Pd IV IV 11e• IV IT 1W W aA w• PT xo xr _IX d zap 11T xT _ ar tm ae• 9i• 1. 3A' I V _ --t.P 10e• 3t' 11• •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE3 ALLOWABLf SPAN SCHEDULE NON'HVHZ PGINIVEAIN reW� NFMTNE W90 IMV 11MDAX MOUNTING •• FOR BVILDOUT MOUNT MAWMUM SPANS AND PRESSURES, SEE TABLE C ON SHEU6113 TABLEA ALLOWABLESPAN SCHEDULE ='D ARTY ESSENTLLL FACILITIES ONLY =A PwrtnE DESIGN FRMSINE ("S") 611I7E1 BPN! MWIIMI8FYM11TICH i FIROLTLlS4 NSTAIIATIONS INBTAIIATIRA eep ABOVE nABOYE wUoe BRAVE IN.I IN) m eP Ir 3r d> 1r W A B1' to I&V ed ix W ar 1.1• RT >r ed z.r W I Ir w 00' 11• 1.1' w ar I.r- IN- ar IT Im• IV a6• IMP w 11- Isr w es W NY 31• N 1r IV 1w• ar 212 1BY Ir Ir tb• ar BA' ro eT w• xr 1.1 Id. ___ BT 31• I Im' xr IT 17T O.B' 1.6' w BP x1• 1A. BT v IT IT 12f ar ae• 121- ed• 3r 110 w a1' fT w• 11' IV w1t• Yd' ,IT aT SS 1 In w a,- IS 11' _ IV N 1r u• 10V 11• 1T or TABLE I AND Z NOTES: 1. HVHZ: DEFINED AS MNMI-DARE MUM AND BROWARD TAME 3 AND 1 NOTES: MUM FLORIDA. 1. NON-HVHZ: DEFINED AS ALL LOCATIONS MERIDIAN Z. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPIN LID SCHEDULE' ABOVE ARE MAXIMUM AWABLE DESIGN /\ lV •W MUIU-DADE MUM AND BROWARD MUMFIDMDA. Z. DE5IGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM AUOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH WE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAR. OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR Oi1vAlAVNI IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES I THROUGHI ONSIDE OF BEAM WITH THE BAIX OF THE BUT FACING OUTWARD. FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. THIS CONDITION PUI ME NALLOWAISIXDIRE DESIGN PRESSURES AS TOWARDS THE TFEIAND I. THE ID SYSTEM MAY BE MOUNTED WITH THE INSIDE hIP OUTSIDE OF THE SHUTTER BEING pEVE0.AED. FOR EffAMDIE: TT IS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE BENT PAp wNa1F HOSTND NE1NTHEDIRECOON SIRU E DESIGN HOST PRESSURES AND NEGATIVE M HOST ARE STRUCTURE. PRESSUINTAR¢LATION FROM TH¢HOSTTER WITH THE BAD( OF THE SLAT FACING OUTWARD. A. 11NFAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT SPANS S. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FO PERMITTED. R SPANS BETWEEN THOSE INDICTED ABOVE, HURRICANE PROTECTION PERMITTED. FOR SPANS BETWEEN UWE INDICATED ABOVE, HIGHER ME DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR WE NEM SPAN SHALL BE r: BE USED. USED. Sul I i60 , e Z*./• No ABLL 7 PE00g85p8 .. - =vA: f u s STATE OF •• S NHQ .OgIDP 8 GENERAL NOTES: \ 1. THIS SYSTEM HAS BEEN TESTED AND.EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT W Oi�R CODE SIXTH EDITION 120171 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE INTER ATS RAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE �� UUUU 5 O( .THIS SYSTEM MEETS MISSILE LEVEL'D' AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASftA Z 5 m ae 2. E19964J9. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE SECTION W m B ER OF THE RIDA TOP TRACK BUIIDI7NG DENTEISHALL OEMLESS THNAN OR E(jUAAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUESLISTEDHEREIN 0" 4. FOR ANY 0.5SEMBLYASSHOWN. �� 5� TESTINGINONDUCTED ACCORDANCE0. DIVIDED A AARREE SAASEVD ONTM�A%21MUMOTESfED PRESSSURES BY I.5 NOTED SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH ASTM EL99E09. IT IS ACCEPTABLE BY CODE U LESS OPTIONAL w CRITETIIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, a PLAN j 6. NO INCREASE IN ALLOWABLE STRESS HASBEEN USED 1N THE DESIGN OF THESE PRODUCTS. WIND D. VIEW LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ¢ n WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0.8S r ❑ yjQ' Q R SHALL BE USED. 8. SIHEE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME -I �$ @ PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 3 r 10. 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE JI 3 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 11. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING t ➢ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SONED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK Q L, 32. DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRA(ITING HIS/HER APPROVAL EACH EHLNER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM 1.1 d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM FORT LAUDERDALE R MISSILE LEVEL D - ASTM EUR, E1996 & E330 TYPICAL PLAN VIEWS TAS 201 202 & 203 NON �'� ( 65 13. FLORIDA PRODUCE APPROVAL NUMBER ALL EXTRUSIONS SHOWN SHALL BE6063-T6ALUMINUM ALLOY,U.O.N.,WITH AMINIMUM FyOF25 TYPICAL ACCORDION Inn; K.S.I. SHUTTER ELEVATION ^'I 34. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SMALL BE STAINLESS STEEL WITH 5 MINIMUM TENSILE STRENGTH OF 60 N.S.I., U.O.N. POP RIVETS SHALL BE 1/4'0 OR 3/16'0 5052 d d d Lr �!1 E a ALUM. ALLOY. N.T.S. IS. SHUT ALL SHUTTERS SMALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS RE(MO p4 ggy II 17. 18. ABLE FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 19. A CUR MOUNTING EXTRUSIONS MAY BE BENT TO FORMA CURVE LUSH. A MIN. RADIUS OF 30'. E 20. AINNTNSHALL BE USED ON ANCHORS OR TRACKn.S WHEREVER 23. SEALANT WATER SEEPAGE 15 POSSIBLE. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE �IOIIB'M�L6Wm,L 22. ABOVE -NOTED BUILDING CODE THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND ONTSIDE OF THE SHUTTER BEING 15-2338 REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE _ FAypcf�Im9B1 x BACKOFTHE SULTFACING OUTWARD. FORTHIS CONDITION POSRNEAl1DWABLE DESIGN R PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 93 23, SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK 7OSILL SCALE HALF SIZE L 6 3" L LO" 250" 294" 03014 051. 7g TYP. 6.8 SLAT/BLADE SCALE HALF SIZE A�lo- t.tOT� 227'•I OSt' IS 6.8 STACK/CONECTOR SLAT/BLADE SCALE. HALF S1ZE OBUILD OUT WALL O SCALE. HALF SIZE 3 HEAVY 2—LEG WALL O LITE 2—LEG WALL SCALE: HALF 512E O HEAVY HEADER/SILL SCALE: HALF S12E SCALE HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON A EXTRUSIONS ?—n— 2On 2.64 f 1.025' L O SILL ADAPTER SCALE HALF SIZE 1 1985' � Og EXTENDED SILL SCALE, HALF SIZE 91A CEILING HEADER/SILL SCALE: HALF 512E I L, 'TYP SI' ri 4.510' �p EXTENDED SILL ADAPTOR SCALE HALF SIZE �7 MID SILL SCALE; HALF SIZE 0.080' 682' .630' 096' m 22' O.IIs' n �g RADIUS CEILING HEADER/SILL N 0.096' SCALE. HALF SIZE .100' m 920' IB WALL SILL CLIP SCALE HALF SIZE m LITE HEADER/SILL SCALE: HALF SIZE 2.365• O85' e95' lL.i � w'� A IIO`4510'—Y l2 MID SILL ADAPTOR SCALE: HALF SIZE WALL SILL SCALE: HALF SIZE v. 15-2338 \ g ANGLE / SCALE: HALE SIZE --1 014 � 2-3/4" 41D HE SS -INSERTS SCREW WJ INTO TC ULTRACOTE COATING TRACK (TYP TOP 6 BOTTOM) ON BUSHING W/ WASHER: A 1/Y' (m INTERIOR JOINT TOP '16'm • 1" [A INTERIOR JOINT BOTTOM ER CAN BE USED ON EXTERIOR BUSHING ASSEMBLY DETAIL SCALE, HALF SIZE 1110• 443' R3�� .443' 29 3]Sm 2018, UID-24 THUMB SCREW Z Z m w 062' n 41 2p RECE:HALF ESS SILL ZE ® FDR USE WITH SCALSIAND 1@ ONLY 21 SLIDE ROD SCALE HALF SIZE t .250' .357' .PRlI 276' �oD N 062' .154 ' .137' 1 5' 2g BOX CENTER INSERT L 2: CALF HALF SIZE UNIMATE LOCK / 31 SCALEHALF SIZE 9500' N 13/ 6' WIDE ' A rv_ .NOW P. 4.5 0' ,�-1,689' pD LL 11pp SECTION A INOUSTFIALESYSt♦�a S 35 BOX LOCK SCALE HALF SIZE 236' I STAINLESS STEEL ASSEMBLY 330m HOLE m 050' NYLON WHEEL t.100- ,3L0' TYP AT EVERY OTHER INSIDE JOINT AT TOP CYLNIKR-SDLID BRASS, MINE. PLATED 22 ROLLER ASSEMBLY HOUSNCI OtuSTFOVDER COATED SCALE: HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB TORNOPfNATEDINSM 23 BRASS PUSH LOCK T SCALE HALF SIZE RAINGUARD SCALE, HALF S1ZE 32"i FEMALE BOX CENTER SCALE HALF SIZE __ `L; NOPEON6549 STATE OF OW 4000' w0 - 500• b � N W�g "T .224' C8 z.Do • m �$ tl E� R �b 2g DECORATIVE FLOOR TRACK -ni SCALE• HALF SIZE r�-�" ', 3g OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE' HALF SIZE SCALE: HALF SIZE STEEL STAINLESS -i H NUT "M1`Oo VL NOTE'ATTACIWINT SLR[VS fOR lli� [ND STRIPS SHALL O[tlO TUR% "U, S1YLE VARIES OR PKILIPS DRIVE SCREWS, na%o-1WnrtxID oxLr. gg THUMB SCREWSCALE: FULL SIZE .250'.�,� u1//4-20%IOR 5//I6-IBaI n - 'MRCIIOJE SCREW 5TANLE55 nnAI 5/16"m INTERNAL STEEL m �' m MwoOwlNLfr v THREAD 37 T—SCREW INSERT o K — Tosn' 15-23; POWDER COATED, ilnt DIE-CAST $CALL PULL SIZE N 1fAv rAw m m 3fi T—LOCK ADAPTER V e w .254• 40O 40b 40c (OPTIONAL) I TOOO ) .. R END STRIP 1" SCALE: HALF SIZE 39 2X7 ANGLE 2" & 3" EXT a SCALE HALF SIZE P'125• SCALE: HALF SIZE EXISTING (EXTERIOR) TYPICAL PLAN VIEW SCALE 3".1'-0" (INSIDE) 91 W I SILL I O USE (1 BRASS [BRIE II'aJgp, �OCKBIId 61 AT 113 SPAN 1 SPAN FROM BC SHUTTER. RECI HOLE SHALL BI MAX WIDTH. UI HEIGHT TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS .LASS EDGE DiSL EXISTING GLASS DIST. ALT, DIR CTIDN EMBE SILLS (INTERIOR) OF ANGL' LEG !! !! f/ �M 0062" TNI[N 6063-i6 UM. ANGLE 1" x 1' MI. O 2" • 6" MAX. ILEG 3 4 ' AY BE RE V ERSEDI Cl 01 ASTENER (d 18" 0 C IUSE ANY 13 t5 ANCHOR SHOWN IN ANCHOR 41 13 SCHEDULE, V MIN. EDGE DISTANCE) TO d 012 • 112" GALVANIZED BOTTOM 114-2 OR 5.5 EMS, 3/16"0 ALUM INTO 1/4-20.1 THUMBSCREW INTO POP RIVET, OR 1/4-20 TO 2/ THREADED HOLE LOCATED (M MACHINE BOLT x NUT 1/3 SPAN TO 2/3 SPAN FROM (A 15" O.0 BOTTOM OF SHUTTER FOR BLADES MULTIPLE 5 B'-3" USE TWO THUMBSCREWS ON BLADES > W-3", ONE p 113 SPAN LOCKING DETAILS FORR MATES SCALE 3" . AND ONE AT 2/3 SPAN FROM BOTTOM CENTER OF BLADE, TYPICAL. FOR LOCKING SHOWN RANDOMES SHUTTERS, A BRASS PUSH LOCK 23 DETAILS MAY BE SUBSTITUTED WHEN USE WITH CEIJTERMATE N29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE 7/16" OTYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST NTS ALTERNATE END STRIP DETAIL SCALE. 3" . V-0" EXISTING GLASS ITE OF \ ES ,/3 \ (EXTERIOR) ES SPAN �--R ECEIVING HOLE SHALL BE 3/8" MAX WIDTH UP TO V" HEIGHT ASSEMBLY GE END STRIP SORDIJIf R" PAX. SPAN WHEN DSNG LDa, too OP LO[ ONLY) (INSIDE) E. I (OUTSIDE) u IDA.'PRf6 E TNw&Imxl [Im sTw 5 30 "gIMA•COPD[TNINry R[DIMEA G ��C [l'.WDRXOII NIO [vW 13 3D M,[111IILWLYNWN[L uvxo Rx[Rl101remvTru t3 3 6[S�OZU4-21TINNT owo'[L 3, 215 (OUTSIDE) 15-2338 Ste' USE 11) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM Zd♦ BOTTOM OF SHUTTER f YYgm MULTIPLE SHUTTER ASSEMBLY 93 MC�^o SCALE: 3" - 1'-0" 2 FASTENERS EACH ANGLE OR aI"a VB' ORP aN ALUM ANGLE THREE 311b'0 ALUM. POP RIVETS OR THREE 012 SMS, TABLE A (m) MIFSUPEKIII/O�NA0IEIELIGIM PSF WQIO WB�d� 62 I3P IW' 12 124' NP 02 iir IlY 92 114' 165' 1ST HOP iw Im UP- IIr YT u1' BT IIY I 3BlS (N RIVle"OC ORET OR OR SN 111-20 NUT 8 BOLT I ITYP.). 1'aYa C2 CONNE REFERENT SCHEDULE SPACING- Cl CONNEI REFENENL SPACINGI SA[ING- ALTERNATE THRU BOLT 3/16"0 ALUM POP I I° Cl CONNECTION TYPE 1 RIVET OR N12 SMS REFERENCE ANCHOR (N 18'" or ITYP) I SPACING FOR MAX. 1� .MAY USE I1ALE OR I FEMALE LOCK -SLAT) ^ ..il�_ II/ /J CC3 TYPICAL CORNER CLOSURE DETAILS NTS T PRESS EST WRN ryO_ w"r. 62 IIr 16Y T2 10T 15T 61 101• 14r 93 9T LW 103 w Ill• ITO 6T I2r 156 H' 109' 6' M' ABLE B lcA) ALTERNATE THRU BOLT — RlKAIIOWA&EIfNGM CD CONNEC110N TYPE REFERENCE ANCHOR 3YR'lll C 1 SCHEDULE FOR MAX. 3/16"0 ALUM POP RIVET OR .12 SHS Im"' OC. ITYP1 2 FASTENERS EACH ANGLE 1-- 1HREE 3/16'0 ALUM POP RIVETS OR tl TNREC x125M5, TYP. a 3 a l/6- OR T a 2` a l/O" ALVM ANGLE USE HALF OR FEI1ALE LOCK-SLATI xR v 112" GAL UN S.S SMS. 3. CC9 TYPICAL CORNER CLOSURE DETAILS POP Am I. ON NTS MACHINE BOLT w/NUT 014 SM ITYP T OC * If]M. •/dUPY _____,j/ �`I 14a3/4^ SNS (0 9` 0 C 1RIN. •/d2.6I5i / ANGLE TO TUBE CONNECTION Tw—AE%STING HIM. •/d4vss Z" a r . 1xs•• IDT IN. 3/I92MT CONCRETE, EMBf O. 6063-T6 ALUM , TUBE !MIN. •J9.9M1 BLOCK OR S CONNECTION TYPE 103 N. •Albs PY WOOD fRA111NG REFERENCE ANCHOR I91sm. Nits FIF SCHEDULE FOR MAX SPACING 99ix. •/•HOPS) 91—'"' T9bPS2 CD ALTERNATE BUILD OUT MOUNT SECTION A IN; •.40.PP51 SCALE . 3"e t'- 0" SUN. •/42APY 561N. •/NAME 831N. •r45APM JIM �ACCORDION SHUTTER MFPER PRODUCT APPROVAL 9%f9 PSf.3 Mf APYAPPLICABBOTT TOP IMi AND OR BOTTOM z v1/2• MIN. 2'X 3'IT WxCONYWOUS OR2'a xsxs' 2• II Lp a CONTINUOUS ao1, 6061-T6ALUMINUM i ANGLE 0.9'MIN. THICK 6WI-T6 2• AWM TRACK FASTENED ANGLEFASTENEDTO TOANGLEWITHI/h20 EXISTING 3 KSI MACHINE SCREWS AT I• CONNECTION TYPE FROM ENDS AND VILE. ERENCE ANCHOR STRUCTURE WITH FORTHEBALANCE A[NGSCHEDULE FOR MAX A 3EFRROOM ENDS NID 2IR•MIN EXISTING CONCRETE 4. O."OR BALANCE MOST STRUCTURE (30M WITH ]Y' MIN PSI MIN) CONCRETE. EM LEDMENTANI 2'A' SEC 1 ABLE C FOR MAX SPAN AND PRESSURE! BLOCK OR WOOD FRAMING MIN EDGE DISTANCE, STAGGERED MM 3' EE INSIDE SILL MOUNT SECTION MIN. SPACING, Tvv.O SCALE TITSMOUNT SCALE 3"a 1'- 0" 'E 1 15-2338 1 6 zn FORfSSENTIM 0 - GLASS ON DOOR FAllE$ ¢w}GLASS z qE TABIE4 OR DOOR FOR HWZSEE UJAE2FOR131/4--20 1HRU BOLT W/ SEPIAAIIN IO OIASf N12 x 1/2" SMS, 0 12" O,C. LOCK NUT 12" O.0 OR jMAX. 3116'•0 ALUM. POP S.mOR xII x OR 3/1 -0 ALUM [ P DR 3/16'0 ALUM POP RIVETS O. O C ON 114"0 RIVE15 E96"0C ES gLUM POP RIVETS W 12" O.C. OR V4"N ALUM. POP RIVETS / AND (AR"0C E.S ( ) 1/4 FROM PIN ASSEMBLY OB ANDOO GUIDE TO BUSMMG __ 0 /W1/2112-BLOCK G TE, BLOCK OR w00D FRAMING WOOD 3 CONNECTON TYPE EFERENCE ANCHOR CHEDULE FOR MAX PACING AS SNOWN DIAGRAM ON PG, 101 ON REFERENCE ANCHOR KORWEXISTING SCHEDULE FOREMAX BLOCK OR WO( SPACING. NT AND LOCATION FRONT AND FRONT / I 1/PMAX To PIN GWDF 10 H ANCHORS NOT RED WITH Wllll T1115 LOCATION I\(IYP.) Carr BUSHINGWASHER OINSIDE MOUNT SECTION A SCALE, 3". 1'- 0" NOTES FOR DE TAILS A. 0. D. AND THE BASE TRACK MAY BE INSTA WITH 1/4" GAPS PROVIDED TNA TYP. SOTTO A MINIMUM OF TWO SETS OF ANC MINIMUM OF 12- LONG. THE SILL I EXISTING CONCRETE. BLOCK OR WOOD FRAMING EMBED O FOR NEC110N TYPE SCFEDULEE ANCHOR SPACING AS S MAX, SPACING AS SHOWN IN DIAGRAM ON PG 101 1/4-20 S.S. MACHINE SCREW t NUT I. 12" O C 012 . 1 O c DR POP RI\ o OR (1 ,4 TYP SMERITYP.I N CONNECTION TYPE OHAE150OR- REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) H NER o Wa OINSIDE MOUNT SECTION SCALE 3". V- O" BELL 2 R MM. Lift O ASS EXISTING CONCRETE, _ / 1- SPACING BLOCK OR WOOD FRAMING EMBED. CO BUILD OUT MOUNT SECTION XI ES ONCRETE. SCALE • 3". 1'- 0" BLOCK OR OO FRAMING MAX pig. Q 4UIDE TO BUSnIN1�- W' 4 CONNECTION TYPE y 5 6 m WASHER (TYP) OG REFERENCE ANCHOR i EXISTING CONCRETE. OIS SCMEOVLE FOR MAX. n BLOCK OR WOOD EXISTING CONC7MNCE SPACING AS SHDWH FRAM114G BLOCK OR WOOD FRNECTION TYPE IN DIAGRAM ON PG. 10) 0 OR REFEREANCHOR B" . 3•' . t/a- CONT 4 CONNECTION TYPE 1112 x 1/P'• SMS LSCHEDULE FOR MAX 6063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"0 ASPACNG. ALT FASIENER (MAY BE REVERSED _ SCHEDULE FOR MAX. POP RIVETS �u 6"LOCATION. FRONT ANO AS SHOWN OASHGDI SPACING OR 1/L"0 ALUM BACK ANCHORS NOT REO'D RIVETS CO 13" O.0 WITH THIS LOCATION Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION SCALE 3". P- 0" SCALE 3'. 1'- 0" r RIL (TYP TYPE W/ EXIRU90N //2 TYPE W/ EXTRUSION y1 MON MAX 1vJHV WASHER ITYP.I HIND C2 CONNECTION TYPE W EXTRUSION 2 Ci�yOxLwLo 5 CONNECTION TYPE / EXTRUSION �1 REFERENCE ANCHOR 15-231 SCHEDULE FOR MAX SPACING Eby ta,!} �tFLyp2 EXISTING CONCRETE. BLOCK OR WOOD FRAMING O WALL/BUILD OUT I --I SECTION L�J/ SCALE ! 3". 1'- 0" E €a2 �md FM A=,, c111, FAF,IIFS ME TAKE 1 A FOR H,Q ME IANE 2 E%IE CLASS UR AN. YPABAllW 10 OR 0 - u SIR GA55 OUOR � Wow u� POINT ALL _ SOLID o SETA SET ANCHORS N W 6 XOyI 2 u WITH 7/6" MIN. EMBEDMENT IN CONCRETE L 1Z-uJ N BLOCIAG I w O AND SPAC4 EDGE 3" MIN EDGE �N < DISTANCE I �^ 3" MIN I ED.. DISi.. /I" MAX FROM PIN GUIDE BUSHING WASHER ITYP.I GLAE I I FI TWO VC'm .000C OR DI THREADED PENEATION 3"MIN. "T" INTO CENTER OTRF STUDS Co. DIST, EMS -114 SMS 6b MIDSPAN BETWEEN STUBS FOR TRACK TO 1' a 4- PLYWOOD L rube CONNECTION 1/L"O ALL I STUCCOFINISH T'.I". 125" POINTS SOLID• 6063-i6 hLUM. TUBE SET ANCHORS WITH 7/6" MIN. EMBEDMENTIN THIS DETAIL TO BE USED WHEN STUD SPACING I CONCRETE OR EXCEEDS THE MAX ALLOWABLE ANCHOR SPACIG_ BLOCK, 3" MIN - PACING ANO 3 OWALL MOUNT SECTION TIIIS DETAIL MAY MIN DO E SCALE 3'. 1'- 0" ALSO BE USED EXISTING i AT TOP STRUCIURE TOO AS1Y FSYxIIN FACILITIES SEE IM1E i L FBI 11.2 YF LADLE Z FOR WN. SEPARATION 10 CLASS OPASS THRU DETAIL SCALE 3'- 1'- D" Z N T LEG DIRECTION 114-20 IZI e063-T6 ALUMINUM BOLT F ANGLES PER BEAM END, BOLT W/NUT SIZE PER SPAN TUBE EA 12" O.0 OR SCHEDULE 014. 3/4" SMS 6" O.0 SPAN TUBE PER DESIGN ACCESS HOLE SCHEDULE lA s 6 - t s rw o5 umff-, IN CSMN IN FAQ ITS3E 16 FOR HAI SEYIN0 Cubs1/4'0 THRU BOL]Im4 SEE BEAMSCHEDULE FOREOUIRE%N}[MBE 5Y6i u N SPAN WOE SCHEDYLE - ALLOWABLET HIE.BEROF ANUMBERROFFN [] �q.Tt11T.�.�AL�D TUBE BZE aHIRTER MAN SPAN TWiU04T8 A1101P t�fiP=i�tlRIDP 1 •• TOP BOfTCNA TOP BOROUI 2 BOTTOLI �'•• TUBE TUBE TUB TUaE TIMES TLBL+'t F w 121W 11S.r 2 2 2 1 3 1• r pASX 0.128• �• t01.T 100.P 2 2— 3 3 r r 121• BB.P BL1' 2 2 3 3 1• r 00• fA.l'_ fOl.PM22 2 3I• r 2,�X OE 111@ 1]Li•3 3r r 12T 103.p 102@ 1. 4 Ip ipTom W3 3r I• 112T 12T.r 1M.r3 4T• fp 116P 1 B 1p 1T aP 1a61• 240W3 4riPO.IDFP_4_ � a tpYET In, 3)].1• a 2 1.- 1W ? EPAN TUBE PER DESIGN SUIEpULE 114-20 MACHINE BOLT h F21 6Y6a-TL ALUIVNUM W/ NUT GO I2" D.0 ANGLES PER BEAM END. OR N14 . 3/4" SMS EA IZC PER SPAN TUBE SCHEOULC ALT LEG DIRECTION ACCESS HOLE EMBED MAX DESIGN LOAD .. TZ PSF OBEAM SPAN SECTION SCALE. 3". V- 0" 114' MAX FROM PIN GUIDE TO BUSHING WASHER ITYP.I VP TILE ITYP 1 FINISH MATERIAL 3/L- PLYWOOD A325 GRACE THRU 80LI fX 7" 0 C OR 5/16'T A325 GRACE THRU BOLT Cm 12' 0.0 GAL V. OR S.S. - 1/1-0 ELCO ULTRACON TO CONCRETE/CMU $" 0 C W /1-1/4" MM. EMB OR 1/4"0 LAC SCREW et Y" OC W/1-706" HIM EMB. M WOOD SG.0.42. TO 0.55. L_ I" . 5" R 1/8' CONT ALUM ANGLE 16063-T6) IMP% DESIGN LOAD. 12 P.S F-1 EXISTING WOOD TRUSS OR RAFTER CT 24" MAX 0 C — EXISTING FINISH 1" It L" . 1/a" 6063-T6 e", EXTEND TUBE TO NEXT TRUSS \ IMAX. DESIGN LOAD . 72 P SF.1 SPAN TUBE SCHEDULE HOTTEST USE 2•x�5Y1/7/1'OAN3GlEB fOR4' ANGU MR 2.5M5346• BEAMS. 3. USEBEAM SLHEDULPFORDEfA1L3. A. TOP B BOTTOM BEAMS MAY Be USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS, WHERE USED TOGETHER. BEAM MUST BE LIMITED TO TOP EEAM SPANS. 9. SPAN TREES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SMALL HAVE TOP SEA[ UMITATIONS.1NCLUDING SPANS AHESUOEAN�E6EIIIKBSA TAKkN STMFMPSABµ El WE ], AIL BEAMS NDANG STOEBE 6063-TB ALUMINUM. 11Z' m D I W PL lJP t I I I s e 2".5". 6U63-T6 w W AL OLEM ANODE W/ THREE 114-9 WOOD LAG �mio0 o _© 1 ST2uy� SCREWS WITH 2-3/4" SCREWSWITH2- MINPENIMUM THREADED RIN w�ow� WO W D Q EACHR RAFTER OF TRUSS. EACH RAFTER OF TRUSS, Q i lwm� G 21" 0.[ MAX WHERE ANGLE EXTENDS BEYOND .F LAST TRUSS MORE THAN 6'. EXTEND ANGLE TO NEXT TRUSS MOUNT SECTION OTRUSS SCALE'. 3". T- 0" 8 2 OR 1/4-0 TAPCON (off 24- Y WIWITHI-1/L' MIN EMBED C / EHBEO / i EXISTING CONCRETE OR \ BLOCK ONLY.. WOOD \ FRAMING 8 ANCHORS 59 / RA ACCEPTABLE 5 \ olsT \ a O \ RECESS SILL DETAIL \ pI AID--� S 1/4-MAX .FROM PIN GUIDE TO BUSHING WASHER I tl YP.) I 3 \ � Ira uorloM / OTYP. SECTION FOR SHUTTERS PI SCALE: J' - 1'-0' /% C MOUNTING MIN, OF TWO I~ 9 1g1 rr C fn ANCHOR LOAD LO¢) 3.5' MIN EDGE DMR 5mm UO CONN n a n T. 6'-0° TYP E I u I cs I G sm.,Up CONTYP NE ci I a a To B'-B° -"-I cs I G Smm Up CONN a s 1 a To 1£-O" TYPE l G l a G 1/4'DW TAPCON OR ELW ULTRAWX WITH 1-3/4- 10 61 ME 16A" 16.0" 16A" I&W 12.T 16A" 11.0. 16.0" 16.0" 16.0" 14.5. I6.W 16R' I&W 16A" 103" S.0 1 . - 7.0" 16.W' 13.0• 13.W 10.0• 15.5. II.W 16.0" 6.5" IDW SA' 6.0" 9.5' 7 0" O.F 9.0" 1.0" EMBED (3192" M ODIC) B - # 16.0' 16.0' IOA" 9.5' 16V 1].S• 15.5^ 16.0' 6.S^ 6.0^ 9.5' 9.0• 9.W V 4.0' ' '.' 5A' 6A• 110 900 11.5^ J.S' 165" 6.0" 6.0" 5.5• B.5" B_S 5.0' 90' ).5" i.S' 6.0' 4.5- '/` E 4.5° / QP 5.0' LS" 7.5" 0.0" 0 6.0' / !.0" 5.0- IN' MILLENIUM MIUJIAST WRH 1Jp' EMBED (32]Sp0 MG CONCRETE) _49 16_P 16.0 16.0. 16A- 16yi0. 16.0. 16.0' IO.O' 11.0. 10.5. 15.P 14.0' 14_9' 14.S• 6.P 6.T 9A- 9.5• 63-18_0" IS.S I6.0" 16.0" B_0" f.0" 12.0! 1I.P )D.0' 9:0• S.0 4.0" 5.5' 7.5• >2 15.E 16A' 10.3. . 16.0. 1].5• 1U.3. 14.V as' G.V 9.0' O.S• LP 7.0' 4.W 45' 6.5" 110 200 13.0. 6.5_ 13.M 3.s. 6.0' 5.5' BA° 9A' 5.5" 8.0• D.5" 7.0' 5.5• 4. • N. 615. QS' S.S' S.S. S.S" 1M-E1W CRETEFLEx QSS W/1'EMBED (]JSOPJ MIN coxc) 48 ISO' 16.E 16.0. 16.V I&T LEV 16.W 10.7 16.Y III& 16.P 16.0. I&W IOC e6..S5•• Vi4.0 63 b. 3 61& 60" 1.6 . 10b 169 6P LEV 0 LEV SS 9.0 S.tl I60 4.0" 60 t1.5 9D" 6A 13 60 . 16Y 30 1 . 160 0.06 8.0^ 2 540" MIT 90 . Q 0• 6" I6P 8.0• 1Y .M!. 10.0° 16• L_O' .0 BA" am B1.05 5069_ 4.0liS.0° 4.0• S.Q.5.0° 9_S0^ B.0 E.g., 1/4- LIVE TAFCON OR EICO ULTRACON WITH 1-3/1- C NIM EDGE DmAMCI CI CI 0 G CS C6 C1 a O 1 G 1 CS 1 CS I C1 Ci 1 O 1 DO I CS I G 45 I6A" i60" )_5° ).5.1 I6.0' 16A" 16.w S.o'• 4.5" I6.G' S.5' IS.W Is.S• 9.5" EMBED (3292p41 MTN CONNQ BED (319IMIN WNQ yJ Nam- "-62 16.0' 16.E S. 5.5° 16.0"' _),S• 6.0' Ifi.O' 16.T / 12.9 4.0° 10.5. 9S. 6.0° j2 110 48 16.0' 160" 16.0- 16.0' N.0" i6.0. W.-S' 4.5' 13.0. 13.W 16.0. 9.S 16.0. B.G. 15.0' BS' 13.5. 16.W 15.5- ZS° IQO" B.0' 1 ).T 9.5' 4.5.,101 116.W 9.5' 9.0 ).A 4.5° or ll.r 11.5 I.S 4.0• ).0" 6.5" 1/4-MILIENIUMMILLFAST WITH I.N. E14011)(1275pN MIN CONCRETE) �. 62 16.0" 16.0" 9.0' B5. 16A' IOyV 14_W 15.0" 5.0" 9.5" ).S` 810" ).5" SS' 415" 5.0" 4.5' )2 i6_0° I6.0• ).5' ).6' fQD` 9_S ILS ILS" N 1.5• A.&- 7.0' 6.5" 6.S 110 -200 10.5" S. 5° LOX 1.5" 4.5- 4.0' / 6.0- 6.0" / 8.5• 5.5• S.5" 4.5' 4.0" / S.A -5.5" 4 .S 4.5' B 1A1'ALL-POINTS sour -SET ANCHOR W/)/B'EMBWQ U4-205S MACHINE SCREW p000p11 MIH CONCI A. rwNetwE DlrtAMa Cl a a 04 CS C6 CI C2 a IN CS C6 CI C2 C3 G CS G 48 IQO° 16.0' II., I9.5" 16.0" 10.0" 16.0° 1fi.0" 6.0' 6.5" ... -1 1.0" 19.5' 11.M I.5° 3.5' 6.5" fi3 IQO" 16.0' LO" 6.5' 16y0° B_ll' t].5" 14.5. 1.5' 4.0" 9S" 110" ].S"8.5" 4.5').0' 4_5" 8.0" 5.5^ 110 300 10.0. 5.0" 10.0• I.0• 3.5' ].6• / 6.0" 1.3' 6_0` 5.0' S.0' 4.0^ / ].0" ].0" S.O- S.0- 4.0' 4.0' Ile ALL-PoWTS SEIID-SET ANMRW ]B-EMBW6 I/4205S MAOIINE SCREW (3000pN MIN CONC) °� 3^ NIN EDGE DISTANCE CI O O G a G CI Q O. G CS G C1 C2 n G O G 48 16.D" 16.0" 16.0- 16.0" 16.0. 1CI- M0. 11.E" ]J.D" 16.0" 16.0" 16.0' 16.0" 0.5' 7.5' 11.0' 12.0" 62 16.0" !Cr Ib.tl' 16.0" 15.0" 16.0" Ifi_0" 16.0" 18.IY' 10.0" 9.0. 15.D' I3.5' 115" 11.5. 8.0' S.S. 7.0" B.0" 110 16.0" 16.0' I10' 8.0: I3.0" ).0' IQO' 10.0_ 16.0. 16.0. 10 G'G' B.S LS^ ILF I].0' 10.5' 9.0^ 5.0• 1.5• 5.5• 3.5" 4.5" B.0' 6.5" 1N00 9.5" ).Y 4.P 3.5° %5 69' BA' ).0- 4.0" ],5" 4.5" 6.5` B.S' ).0' 4.0" 15• 4.5' 6.S 1/4- POWERS 55 DROP -Ix W/ 114-2055 BOLTAND I- EMBED(JOOOpY MIN CONIC) U^--� 1.3/9- MIN 606E pwJU*m CI C2 C3 C4 CS CO CI CI C3 G C4 C6 Cl C2 C3 G C9 Cs 4B IQD' 16.tl' 16.0" 16.M @ R tl0 16.0" 16.0" Ii.F 16.0' 38_0• f40. 13_0' 9.5 6.5' 11.0' 9A" S.0^ IQtl' 16.0° 6.5' p_P 13._S'_ p.3' I60. I�.O" T.F - 16_Y ).6" 6.3. 10.0' IO.S" 6.5' I2.!" 6.0• 3 6.6• IN■ 5.3" D ).5' 9.0" 9.0• ).0' 5.5• QO" 6.0• S.P 1/4. POWERS 55 DROP -IN W/1/4.20 SS BOLT AND 1- EMBED (LOOOPY MIN WHO) ]e - IJM�I CI I a I O IG CS G I C1 a O G cs G CI a a G a G 49 I6.0" 18.0" 16y0" 16.0" 16.0'. 16.tl' 16.tl' 16.0" 11.0" ID.0" 16.0" 1 p.tl' 13,wl 13.0 6S' S.5" 9.0' 9.5- 62 R _110 I6.0" 16.6" 13.D' I6.0" 16.0' 11_5" 1J.T 10.5' 6.0" 33.0' 9.5' SA" 16.P I/.N 7.0" 1_).!' -_9_N' 5.5• _I].0' _7.5_ 6.V 110 6.T' S.O' 6�5' / EWE -9.5• DERA 10.5" !.0• II;Otl' 9.5° 6.6" S.5" 9_0" ).5" 6.O" 6.r 8.0• 5.0" 5.0° !3' 9.G' S.F ].5• 6.l SA' !.S• 112 EMS W/ 1• EYEWALL ARMOR INSERT W/3'FFIBFD (2000IH1 MIN CONC) O O 3' Him Cf a c G C5 G CI a n G C5 G CI O C] G 1 CS G 4B 16.0. ISV I3.0' 13.0. 16.0" 13.5° LEV 16.W B.V 7.5• 16.0' 9.5• 14.5- I5.0- 5.0" 4.S 9.0' 6.5" 62 =2 16.0" 16.0" 16.V 16.0" 9.5" -BA" 0.0" ?X 16.0. 16F LO.5. 95. III& 14.5 I6.0. ULV 6.0" 6.F 5.s" 4.5° 12.5" 9.F ),5" 6.5" ALI 9.5' 9.5' 3.5" 3.5" SS" 7.5' ).0° )"•N' _}5= 5.0" 65•' IN) 13.J^ l3_6' 4.S 1.0' B.0' 6.0` B.S ).0° ].0• 5" 4.0' ).0' S.5' / 3.5' 3.V 3m ).0" 5.5" 35• 3.5" ).0° 5.5" l.5• ).5" ).0" 6.5' 3.5' ].5" _ •12 SMS W/ 2J5-ETEWALL ARMOR MSFRT W/3.5' EMBED(2000ptl MIN CONC) �B Ifi.O' 16F I6.0' I6.0' 16.0" 16.0' 16.0" 16.0" l45" 16V 14,0" LEV LEV ).0° 6.6- 11.5° 9.5" 63 16.0' I6y0" 1].5° U.O° 16.0. 15.5' 16.0' 160' 0.5' J_Nf I. 11.0' I).5' 1].0' 5.5° 4.6" ).S' ].S" )2 l6_0" 16.0' 16m, 16.E ll_fl" 6.5" 10.5" -E.G. Ifi.O' 10.5• 1J.5' Y.tl' IB.O' II& 16.0° 9.5' ).0" 1.5" I1.6" 6TT 9.6" 6.0" I1_0" 9.0` 9.5" 4.5" 4A- 6.0' ).5" 13• 3.0' 4.5' 6.0' S.0" 906 -9.0° -).S 3.5' l.0" 65. 5.0" 9.0' ).5• ].S 4.5- SW 9.0" 7.5° 3.5- 3.w4.5• I.E. 2"S TYP. R•S(D OUTSIDE AYYV TOP FLANGE ANCHOR ISEE SPACING YYYY K L• SECTION XI ��ppt.�: •�ICEpF N NO PEOaE549 AT 1"5 TYP T•SIGINSIDE `�00.©HEADEfli LL BOT. FLANGE ANCHDDR [SEE SPACING 1 , ••. BTAT SECTION X) EOP NOTE. "S" INDICATES ANCHOR SCHEDULE SPACINGp SPACING DIAGRAM FOR C1 CONNECTION TYPE: Eo¢m - CI CONNECTION TYPE USING PIECE m OR (D 5 H ATION COMBINATION N NATION wD Qm NOTE. -5" INDICATES ANCHOR SCHEDULE SPACING.N SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDEFa ANCHDRS ONLY - [4 CONNECTION TYPE USING PIECE OR WITH OUTSIDE ANCHO� ) RS ONLY ND �e 6 b ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC WADS MUST BEN 11HlTE0 TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P91). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O�NON NEGATIVE DESIGN LOADEONESHU TER AND�I�ECTRSPPAINN GREATEROR WON NEGATIVE SHUTTER SPAN, 3. SEE MOUNTING SERMON DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MY BE CONCRETE ASTM C-90 HOLLOW CONCRETE BUD" OR WOOD FRAMING. REFERENCE ki CHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE, SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE. �o � S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACXED CONCRETE ONLY. 6. THECONNLACfOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED UNGGTHHS SHALL BETAS NOTED AND RDO NUTINCLV�E STUUCOCNOOR OTHERENT FINISHES. ). WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS MEMBERS NOT PLYWOOD, FASTENING TO PLRE YWOOD I5UAACCEPTAABLE ONLY FOR SIDE CLOSURE PIECES. d d d 1 ■F aa B Q E I S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALLBE LOCATED IN CENTER OF NOMINAL 2' x 4' 114 WOOD STUD. 3/4 NAVE VNI WVS VAN XCEN 00. MFJ(FORDWOOD FRAMING. l�0 BCREWS SNA[L B 9. MACHINE SCREWS SHALL HAVE MINIMUM OP] 2' EAGEMENTOPTHREA)SIN BASE ANCHORANDMY HAWEITHER A PAN TRU55 NEAR, OR WAER onA9nMNNL4M9 �NG HEAD U 0 15-233E ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. EPAuI • DESIGNATES ANCHORS WHIM ARE REMOVABLE BY REMOVING MACHINE SCREW, 'Mid �F NUT OR WASHER WINGNUT, SO MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO DRJU. INTO TE HOULVI TD NOLIAW BLOCK W LMPpa OftILLS D[ USED TO INSTALL �1 O Foul 1' MIN 10" DISTANCE F NICM00. LOM IPWI $ww CONK Cls UOTD 6'-0" TYPE olG Ics bDaw UD T06'•6" COHE TYPE Cl la a u a S� CONN�TYPPEE-Q- Ll a to a Icy 1/1' POWERS TAPPER. W/ IB IS.S I5.V1 6.5• 6.5" 15.5" 10.5' 10.s 4.0` 1.0. 10.5° 6.0" 6.0' 3-1/1• EMBFO 61 )2 12.0. 12.0. lo.w 10.5" 1.5. 4.0" 1.5. 12.0' 9.w 7.5° 8.0° SA• 6.v 4.5- q.0' 110 16 5-5.5" 16.0" 16.D' 6.5" 8.5. 16.0` II.P 13A" 5.0" S.0. 11.3` m 0 0 ARMORS W/ 2' ETEWALL ARMOR OISERT W/ 1-1/q' EMBED <` __M �y��-DOA-- ).5" ].5 3.0" 3A' 1.5• 62 11.V Iq.S' 6.0" 6.0" 11.5` 9.5' 10.0" 1.0" 3.5' 6.0' S.0 ].5' l.0' 72 110 12,.S'12-P ).0•I ).0' S.0' ].0' 1.5" 11.0" Lp ].5' ).5° 3A• 3.0" 1.5• I- ].S" 4.5- 2.3' ]00 l.5• l.0' / 3.5• 3.0- 1.5• ].0" IANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK rrfi C ANCHOR �� AD (of) A• MIM [Dp! DMANCII Sqw UP To b'-0• TYPE CI C2CONN a CI CS Sol, CONNTYPE CI a UP TP B-p" C] 01 CS BoanC CONN Cl a UDTO TYPE Cl II'-0" G CS 5/16' ITW' TAPCON XL W/ IB ISO" 160' 16.0' 16.0" 16.0" IS0' 10.0" 16.0' 16.0" I6_0" 16.0" 16.0" 10.5" 9.5" I5.5" 2-111' MIN. EMBED 63 )2 16.0. 16.0• I6.0` IS.S• /6.0" 16.0. 16.0' 10.5' 9.5' I5.5' N.5' 12.5 6.5" 6.5• 6.0' gam' 110 16.0' 16.0" 30.0' 9.0' 11.0' ]1.5. 31.5 6.5• 5.5' J.5^ t].0" I0.0' S.S" A.5' 6.0' 200 i1.0° IO.P 4.5' A.5• 6.0• 13.0. 10.0" 6.5" 1.5" 6.0• i1.0' 10.0" 5.3" 1.3" 0.0' Dg S/16' ELCO ULTRACAN W/ 2-1/4• MIN. EMBED IB -6 16:5" 16.0" 1].S• I3.5' I6.0. 16.0" 16.0" B.0" 1.5" I6.0" 9.5' p.5" 8.0° R io200 Ib.O• SQO" ).S ).0. 11.0' 9.5` 9.5` 6.0° S.5" 2' MIN lDD! ORTINC[ Cl 166. ARMORS 2'EYE WI ARMOR INSERT W/YBFD 62 1 1a y610 11ii86QC0dS00" )Q_s4 MCI • ° I80 _1)SCS.505 110 tls11.S. 1.0• 3 Js• a.0• s-o= 3-0• 200 6.0' S.0" ].0. SG- 3.V6.0• 5.0' 3.0• a ANCHOR SCHEDULE: WOOD (G=0.55) 3 A• MIN EDGE DISTANCE ] 1- c ANCHOR LOAD InDN 6ww CONNTYPE CI a Up To 610" n G1 CS Swna CONN a a UO Ta b'-8" TYPE n 1 0, 1 CS I p [ONNTY CI I a - �Ifl 1 n G CS 1/4' LAG SCREW WITH 1-D/1 IB 16.0" 16.0' II.S" 13.5" 1fi.0' 16.0" 16.0' ).S' ).0" Ifi.O" I6.0" 36.0" 1.5• 1.5' IJ.O" MIN TXRFAD PENE]MTION Ol 16.0. 16A• B.S. B.5° --_-_.--__ 16.0" 16.0' 16.0" 5.5' S.5' 16.0" ______ IQO" I5.5• 15. 3.5' 9.5° )2 16.0" 16.0• 7.0• 6.0. 16.0. 16.0• 1.5• A.5• 15.0. 31A` 12.5- 3.0• 3.0• ).5' 1�A0E1G'r W6XINOWRM 1.]]' MIX EMBED A IN-00 110 200 IB b} 18:0. II.T I6.0" IA.S• 16:0" 9.5" 16.0' 1A.5. 1.5" ]S• 9.5' 65• 13¢" e_0" 80"1]0 11y6" ILC' 31.6 9_S• IAP 6.5• 1)0°°-6.5" 10.0° 3.V 3.S 0.6- 25' 2.0' 5.0 ]S° ).5. 60. U).5" 65'SS• 1"5 11.5" 9.5•.5"EO' 95" >.5"].5° 5.0. 1.5' 4.6• 2_0: ].0" Q.0• 6.0" 6.0">/I6'WOpD i.5"2 3_POSMACHINESCREW)2 12.S' 1].5' S.5• 11.0• ).S• ).5° ].0• A.S' 1.5• 3.S' 2.0• 2.5• gN9 p� WOOD 601E 111' o0t96R5TAPPlRh 1.3/1 MW TM0.GDEHEIM I0N316.0. 110 Vim- �6 V >Ls•3- 16.0. ).0' 1a w 3.0` 13.0" 1;�?V 1.0" /// 160' 1.0• ;.V 16.0" 3.5• _3.0• f8.0" 2.W Mr 6.5" B0"16.0"10.0_' 3.W Il 15- 3.V i.0• 3.0•111 16.0" 6.0" 5.0` 13.0'OR b1 160 16.0" 9.5° 16.0" 16.D' l8.0° 6.0" 6.0" 16.M t].5" 13.5° 60"].S' f.5"WRH 16.0° !.0' 16.0. 16.0" 180' S.0• 5.0" 12.0'10.0" 3.S 3.P 6.V 110 16.0. 15.7 5.G' 10.5" 11.0• 9.S 3.0• 3.0` 6.0' 9.0• T.5' 2.S 2.S 1.5"200 O® 9.0' ).A 2.5" 1.S. 9.0` ].5• 3.S. 3.5' 1.5' 9.0' T.5' 2.5• 2.5• 1.5" ANCHOR SCHEDULE: WOOD (G=0.42) J/A MIN EDGI DISTANC! r 75 ANCHOR LOAD (M. Swns CONNTYPE CI a U0 To 6'-w C3 U CS Swm CON. CI a DO T06'•6' TYPE a U C5 Swn1 CONNTYPE CI a UDTelT•.0• a G a 1/1' IAG SCREW WRH 1->/1 MW THREAD PENETMTION 9B f3 Ifi.S" 16.5° 169" IBA" 9.0" 6S• 9.0 6.5" Ifi.O' 16.0' 16.0" 16;U' Ifi.O" 16.0' 6.0" 6S° 5.5" <.0° 16.0" 1I.5° 16.0' 115" Ifi.O" 10_S J.I ]'.01. 0.0" G 72 16.0' 16.0`5.5• S.i' 16.0' 16.0 16.0 ].5• 1.5' I0.0" 9y5• 6.0 ].6.0" p ��t1AD3U' 110 200 15.0. ).S' 11_S 6_0` 3.S 2.(O IV 9.0" A.0• 9A' ].5' B. 6.0' 2A• 3.5` 2A• �%% 5.0• 1.0' ).5• 1.r 6_0^ 6.0• xa9" 3.4.W' g00.1/1'{OWERSTAPHRh 114 SMS n1 WOOD SUR W 1-)1' MIN THREAD PERSI N ION IB 16.0 IQO" 9.5• 9.5" 16.0. 16.0' 16.0' 6.0" SS' MW 11.0" 11.5. 3.).0" 63 I6.0' I6.0 ).0' 6.5 16.0 N.0" I5.0" A.5" 1.0" 9.4 9A' 7.0" 2.1.5" 72 16.0" I6.0" 5.5" 5.5" Ifi.S" 11.0" 11.5- IS" 3.5" ).0' 6.5" 5.5" 2.3.5" 0� 110_ 10;5" IU.O" l.5" i.0"_B.U' 6.5_ SS" x.0_ 1.0` ].S• .5_200 S.0• 1.5• x.0• x.S 5.0° <.5" 1.0" / LY5.6• ls'2.2.5• ANCHOR N_i OjE£5NU : SEE SHEET 10 FOft ANCHOR NOTES, a j}-0.033' O.I35' ' 0.03$'� 0.196 7 46 f '{Y0.16B' w.3so' L1 VIEW WINDOW N.i.S. SABIC PLASTICS SUI,131T-IIL-94HB 3.5' TYP rZBLADE W/ RECT. WINDOW 13 N.T.S. EMERIOREUV Rouxo YnNDow ASSEMBLY EDGE OF ACCORDION SMUfTER BLADES I i I ROUND I'VE /11 BLADE W/ ROUND WINDOW 13 N.T.S. EXTERIOR EIEV .161' O i .1— -- (INT.) .355•+ SEMON A -A /'5-'� RECTANGULAR WINDOW 13 N.T.S. EXIEAIOREIEV \ 'Ml'OI6HI6�� F. -LL -t No PEOD1651 '•per ••._ STATE OF /�2] LIGHT-N-VIEW WINDOW S3 N.T.S. EXTENOR ELEV 12- MIN FROM 3 RECTANGULAR WINDOW S3 N.T.S. FMERIORELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5113 IS MADE FROM BE X1.10 LEXAN WITH 0.07S' MINIMUM TMICXNESS. 2, FRAME FOR RECTANGUWI WINDOW MAY BE NYLON 6 OR POLYCARSONATE WOW A MINIMUM THICXNESS OF 0.161'. ATTACH TO BLADE WM (6) #4 SS SCREWS OR BOLTS WITH NUTS. 0 31