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HomeMy WebLinkAboutPRODUCT APPROVAL2"Me� s I B s�ress; &?fffofessiofia� Reguaf�t• d.•w e4 s - ,DBYq,tptM� ga04r R�PIF Dapa tilYkRidY9'`tOM%C3'y119AR `,'", Product Approval db I ra USER: Public User Product Approval Menu > Product or %ooPcatlon Search > Aooli[a8on Llst> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL13757-R5 Revision 2014 Approved a Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Frank Bernardo fmn k@eng ineeri ngexpress.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Shutters Accordion SCAYNFO St. CuceC007ty Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer /] Evaluation Report - Hardcopy Received Frank L. Bernardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2018 ORLANDO L. BLANCO, P.E. �„ Validation Checklist - Hardcopy Received Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 hfps://floridabuilding.org/pr/pr app_dd.aspxlparam=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2f°/%2fmZrDFh7dHzwQ°/,3d°/,3d 1/2 12/18/2017 Florida Building Code Online _ Equivalence of Prodt, mdards Certified By - Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eoulv 2.pdf FL13757 RS Eauiv Eauly 3 odf FL13757 R5 Eauiv Eauiv odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Date Revised 08/09/2017 Summary of Products FL # Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwa.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046S49 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation drawings for allowable span/pressure FL13757 R5 AE Eval odf •cointiinations and additional limitations of use. Created by Independent Third Party: Yes ;i3757r21: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Lunitsrof Use Installation Instructions Approved for use In HVHZ: Yes FL13757 RS If Dwa 2 ndf - Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation drawings for allowable span/pressure ELIE52 R5 AE Eval Z,.,Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwo 3 odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757 RS AE Eval 3.odf anchorage, etc. Created by Independent Third Party: Yes aocN Next Contact Us :: 2601 Blair Stone moan Tall.m.seg FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Flonda :: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recertls request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department win an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here • Product Approval Accepts: - PIM, in W R= M JL'CUIIti S1LT1UGS https://Floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF°/a2f%2fmZrDFh7dHzwQ%3d°/a3d 2/2 GENERAL NOTES: 1. THIS SYSTE CODE, FOR INTERNAT,( MEETS MIS' SEE PRODU 2. POSITIVE Al DETERMINE' REOoUIREME FLORI )A BL PRESSURE( 3. TESTING ME 4. DESIGN PRE SAFETY FAC S. THIS SYSTE ZONES, IN CRITEADI IS R. NO INCREAE LOAD DURA DETERMINE DOCUMENT- 8. 9. 10. II. 12. 13. TABLE 1: 6.8 STREAMLINE SHUTTE FOR USE WITHIN AND OUTSIDE THE HVHZ VABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND iR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. VE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR DNS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0.85 HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC NSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL DOCUMENTS WILL VOID THE APPROVAL TOWN& COUNTRY INDUSTRIES FORT LAUDERDALE FL ; MISSILE LEVEL D -ASTM E1886, E1996 & E330 TAS 201 202 & 203 FLORIDA BUILDIISG CODE APPROVED SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM PY OF 25 ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE DESIGN PRESSURE IPSFI NEGATIVE DESIGN PRESSURE SPAN (PSF) 144' 43 40 THUMBSCREW, PUSH LOCK OR SONS REpDIRE. USE REMOVABLE ANCHORS. TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS LS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE. THE DESIGN PRESSURES FOR THE NW HIGHER SPAN SHALL BE USED. 5 q, �r ex'a HURRICANE PROTECTION UNLIMITED WIDTH S— SECTICTI ON I TOP f r . .. ..... v PLAN i� iw i� �w Bon Ral LOCKING MECHANISM, SEE , TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION TABLE 2• 1 N.T.S. EKTERIORELEV MINIMUM SEPARATION FROM GLASS SHUTTER HVHZ NON-HVHZ ESSENTIAL FACILITIES SPAN INSTALLATIONS 530ABOVE GRADE INSTALLATIONS >30'ABOVE GRADE INSTALLATIONS 530'ABOVE GRADE INSTALLATIONS >30'ABOVE GRACE 7T 2-1/4' I -BIB' 2-318' I-5/w 98' 3.10 1-7/8' 3-518' 1418' 12W 4.118' 2' 44W 2- 144° 4-71r 2- S' 2' VIEW om K 15-2339 I WALL J SCALE, HALF SIZE OBUILD OUT WALL SCALE. HALF SIZE -WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.> 5• I(� 2.655'� II 069 � `l�lll�Cr T Oj SILL SCALE. HALF SIZE 4.T53° 9.530'� 0 044° 0.22T NOTE: THICKNESS OF BARE METAL IWO FAINT'S 0.039' iS 6.8 STREAMLINE STACK SCALES HALF SIZE O SILL ADAPTER SCALE, HALF SIZE r1z.exrc .99 0.143' 0.143' 0.630° II I 0.06 irI^ r3.069'y 00.206r.2' O SCALe HALF SIZEILING TRACK O4 STREAMLINE HALF SIZEALL TRACK �5 SCALE.E. HALF SIZE/SILL O6 SCALE HALF SIZE 2.3632T.5 9—i OOJ Ji 4.84" �4.510" 0.044 41 NOTE: TESTED THICKNESS OF BARE METAL W/O PAINT IS O.D39' Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR BADJ6.8 STREAMLINE SLAT/BLADE SCALE. HALF SIZE SCALE, HALF SIZE SCALE, HALF S1ZE SCALE, HALF SIZE ig RADIUS CEILING HEADER/SILL SCALE, HALF SIZE 0.060'. it �_1.625'� �7 6.8 STARTER SCALE, HALF SIZE 0.080'�1L r0.4>2° 0.590' 0.096' 0.115' 0.096° ♦•0.180. 0.080' 0.693' 0.420- Ig WALL SILL CLIP SCALE, HALF S1ZE 8b WALL SILL SCALE. HALF SIZE th'd p F 1FF Ir�O r� $ L 1 15-2339 ro.125• T 1; SMo.� ig ANGLE SCALE, HALF S1ZE �+O.250' 0.610- STAINIESSSTEEL ASSEMBLY 0.320'0 HOLE tt 0.880 NYLON 0.0 WHEEL 1.I00'-I F0.240' TIP. AT EVERY OTHER INSIDE JOINT ATTOP. 22 ROLLER ASSEMBLY SCALE. HALF SIZE R0.500° I � .00 ' 0.500- 2.250.�1 a.uo• �2 000" 0.06W SCALE. HALF 2B DECORATIVE FLOOR TRACK SCALES HALF SIZE S[ALEHALF 512E S.500•x 13/16'WIDE -�O.i00• �� i f�-. T T c D21 m o.vu• o.16e L TYP. 4.500- I 10.689' $ C INDUSTtIAQ SYSM 35 BOX LOCK SCALE, HALF SIZE 3g 2X7 ANGLE SCALE. HALF SIZE E TIONA 0.2%' 1 NOTE: MY BE KEY OPERATED OUTSIDE OR KEY/IHUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE. HALF SIZE 30 UNIMATE LOCK SCALE. HALF SIZE POWDER COATED° ZINC DIE-CAST 36 T—LOCK ADAPTER (OPTIONAL) SCALE. HALF SIZE NYLON WASHER OR ALUMINUM INTO wnuno TRACK (rm TOP®DOTTOM) 7/16.0 x 1/2' ® INTERIOR JOINT MP 7/16.0 x P 0 INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE. HALF S1ZE 711VO STAINLESS STEELK 30 5/16.0 INTERNAL THREAD g7 T—SCREW INSERT SCALE. FULL SIZE T 5/16-text MACHINE SCREW STAINLESS STEEL HEAD STYLE VARIES 38 THUMB SCREW SCALE, FULL SIZE r 0.0001 T I 0.125° O.RS I F OOBS'o 1815 2p ALT. 1' END STRIP 21 1.5"x3"x0.093" ANGLE 25L2"x3"x0.125" ANGLE SCALE, HALF SIZE SCALE, HALF SIZE SALE, HALF SIZE 0.35T 0.276' til j-0.591' L 0.062' 0.154'4 413T 26 BOX CENTER INSERT SCALE: HALF S1ZE .2%, (940b 400 END STRIP 1" 2" & 3" EXT SCALE, HALF S1ZE Fps Qz zy a s LEG (INTERIOR) V MIN. TO Z' Y MAY RE RE '' PER ANCHOR 8° O.C. _ (EXTERIOR) 5/16.18 J7�UMO SCREW INTO THREADED INSERT (30 AT 1/3 SPAN TO 2/3 SPAN TYPICAL PLAN VIEW FROM BO M OF SHUTTER. RECEIVING END STRIP SCHEDULE SCALE, 3" = 1'-0" HOLE SHALL BE 3/W MTO( WIDTH, UPTO r - HEIGHT. LOalNG DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS .—t# I AN DR11 flTI•II l — Tai2 BOT1 RECE 3/e T'HE TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS CC TYPICAL INSIDE CORNER CLOSURE DETAILS WO/CORNER POST NTS (OUTSIDE) SPAN WHEN US' 20 10. 12 1/a" II 20, WITH 31 OR 225, '•. „�T ,T 21 25 FASTEN ANGLETO TRACK W/ T21 AlOxl' BCREWS AT > CORNER b 6.8 DOTTOM-AND �1Ax Q ATTACX SO 6.8 S TART ETI W/ W m 012 X 1/2' GALVANIZED OR Q S.S. SMS 3/I6.0 ALUM. POP n RIVET OQ 1/4-20 MA MMlE w TE END STRIP D AIL BaLTANIrr®Ie•o.c. 3 STARTER AND ANGLE m ^ 1'-0" SCREW BOSSES Oi O 8 SEE END STRIP SCHEDULE FOR MAX. {y{22 SPAN WHEN USING vv{ g� 20, 40a, 40b OR 40c, yaCy e Y01/4" OR 6.6 STARTER AidX. WITH 2l OR 25.�.co"�USE APPROPRIATE.0.nSTARTUP SOUPOPRI TOPRONOE CLOSUREBUILDING CONDITIONSTEN K W/ (2R STRIP RACK W/ M10TP SCREWS AT CORNER. ER, TOP ' ALTERNATE END STRIP DETAIL & BOTTOM. SCALE. 3"=V-0" ANY TRACK W/SCREW BOSSES. EXISTING GLASS (INSIDE) (OUTSIDE) TTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE, 3" • 1'-0- 15-2339 4 2 FASTENERS EACH ANGLE — 1" x 2' x 1/8' OR2"x2'x1/B' ALUM.ANGLE— THREE 3/16-0 ALUM. POP RIVETS OR THREE 012 SMS, TYP. E12E 3/16"0 ALUM. POP RIVET OR pie SMS Ijo 18- O.C. (TYP.) J \�Cl REFCONNECEONT \ CHI SCHEDULE FOR MI SPACING .� •• ALTERNATE THRU BOLT Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. .�•• SPACING GLASS OR DOOR MAY USE MALE OR FEMALE LOCK -SLAT ALTERNATE THRU BOLT CC3 TYPICAL CORNER CLOSURE DETAILS CS CONNECTION NTS SCHEDULE FOR MAX. SEE TABLE A FOR SIZE TENERS EACH ANGLE EACH A 1' z 2" x MOAN" 6063-T6 ALUM. ANGLE, TYP. THREE 3/16"0 ALUM. o POP RIVETS OR tt THREE 012 SMS, TYP. 1- x 2' x 1/8' 13 OR 2" x 2" x 1/8- ALUM.ANGLE USE MALE OR FEMALE LOCK -SLAT CC4 TYPICAL CORNER CLOSURE DETAILS NTS DISTANCE 2" x S" N 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. Cl CONNECTION TiPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING HOST STRUCTURE 012 x 1/2" GALVANIZED (OUTSIDE) OR S. sns, 3/16'm ALUM. SIDE CLOSURE OPTIONS POP RIVET, OR 1/4-20 MACHINE BOLT B NUT SCALE 3" . 1'-0' Lm 10" O.C. EXISTING HOST STRUCTURE TUBE BOTTOMI Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE, 3'. T- 0" GLASS OR ODOR EE INSIDE SILL MOUNT SECTION SCALE .3'. V- 0" 15-2339 m GLASS -GLASS Ct COtI ECRON TYPEOP ODORw$uOq DOOR 6'SCHEOVLE W REFERENCE ANCHORFVIn 1a2~ FOR MAX iW¢^ nR 13 ii uw SPACING /2••N.E...6A55 I. /2••1/6'-20 TMRU BOLT W/ % m ¢2¢¢ #14x1/2'EMS Lm 12-O.C. ARATI PER.. %W zN wLOCK NUT 0)12.O.C. OR 12"O.C. E.S.mH O'fwl- OR3/16"O ALUM. POP TAKE2 �m12x1/2'SMS B 60R 3/16"0 ALUM. POP W F RIVETS fi" O.C. Oq 1/4"B k L y a n wOR ORALUM. @ 6" D.C. E.S.¢ POP RIVETS (D 12" O.CRIVETS R 1/4.0 ALUM. POP RIVETSw Q1 AND 3OMN. 0.[. E.S. MA%. FROM PIN ASSEMBLY 1/b" MAX. FROM PIN G ASS12" SEPARATIONAND 0E OSHER TO SHINS 1/2" TYP. O INGPER .ASSEMBLY TPBLE2 ITYP.I GLASS EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR BLOCK OR WOOD FFAMING EDGE REFERENCE ANCHOR W/ 4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. REFERENCE ANCHOR fflwm�q SPACING • / SCHEDULE FOR MAX. / / SPACING AS SHOWN ECRON TYPE IN DIAGRAM ON PG. 9 w o N (5]p pq REFERENCE ANCHOR EXISTING CONCRETE, w a v3 0 6 J / SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING SPACING. ALT. FAST LOCATION. FRONT AND Cl CONNECTION TYPE / " \ 1�IaeeGl 1/b' MAXFROM BACK ANCHCRS NOT AEG WITH O INSIDE REFERENCE ANCHOR MOUNT SECTION SCHEDULE FOR MA%. 1/ PIN GUIDE TO THIS LOCATION SCALE, 3"= T- 0" SPACING BUSHING WASHER ITYFJ O INSIDE MOUNT SECTION A Co' ECRON TYP! REFERENCE ANCHUF I SCALE i 3"= 1'_ 0• EXISTING CONCRETE, SCHEDULE FOR MAN SPACING / BLOCK OR WOOD FRAMI EMBED, BUILD OUT MOUNT SECTION -� TYP. BOTTOM EXISTING CONCRETE, SCALE, 3'. V- 0' BLOCK OR WOOD FRAMING 3 o E GE ST NOTE, FOR DETAILS A, B. D. AND E ON THIS SHEET. 4 CONNECTION TYPE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. A MINIMUM OF TWO SETS OF ANCHORS AND IS A SPACING e MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST BE CONTINUOUS w 3 16 OVER THE GAPS BETWEEN SECTIONS. w ! GLASS w OR DOOR MR F w #12 x i/2^ EMS (012" A�RATSI 13 6'w FJ O.C. OR 3/16"O ALUM. PER vsi ..04 fw» POP RIVETS (0 b"O.C. TABLE2 G Fwzm^ OR 1/4"O ALUM. X. .4F "KaASSeA i zvRIVETS(IS 12. O.C.SEPAMTI¢J'A IFJV PDtTABLE2%202- O O1/4-20 S.S. MACHINE¢ ¢ a T ANO B 1/4" MAX. FROM PIN SCREW 6 NUT (03: Sg ASSEMBLY 1/2" GUIDE TO B SHI12" O.C. VP. WABHER ITYP.JGLASSOq DOpR AX, FROM PIN 4 CONNECTON TYPTO BUS I gEFERENCE ANCHOR ITYP.1 EDGE SCHEDULE FOR MA: a ING CONCRETE, Is .t+ i OR WOOD SPACING AS SHOW NG EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG. OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR 3" x 1/4- CONT.NECTION TYPE 012 x 1/2" SMS Q 12" SCHEDULE FOR MAX. 63-T6 ALUM. ANGLEENCE ANCHOR O.C. OR 3/i6'B ALUM. SPACING. ALT. FASTENER EDV/z ULE FOR MA%. LOCATION. FpONT ANO S SHOWN DASHED NG POP RIVETS (0 6" O.C. BACK ANCHORS NOT PEG'0 OR 1/4.0 ALUM. POP WITH THIS LOCATION Op WALL MOUNT SECTION RIVETS (A 12. O.C. O CEILING / INSIDE MOUNT SECTION SCALE, 3'. V- 0" SCALE � 3'e l'- 0' I BLOCK OR WOOD FRAMING GI 01 THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY SCALE 3"= 1'- 0• ALSO BE USED AT TOP ACCORDION SHUTTER PER PROOUCTAPPROVAL w f i -GLASS h MNN.A9s OR DOE Em ^ SEPARATION MTABLE2 APPUfABLEATTOP 2 AND OR BOTTOM 4 M1 2'OR 3' E N MIN. )°x3•x4a°XCO OR OR n Tx K•xrormxuovs_ CNTI. �]• 0.9' MIN. THICK 6061-76 ALUM TRACK ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 EXISTING 3 K.SI CONCRETE -- MACHINE SCREWS AT3°FROM ENDS HOSTSTRUCTUREWITH AND9'O.GFORTHEBAUWCE II-0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 3' FROM ENDS AND 0. O.C.2-1/2' IN. STRUCTURE (3000 PSI MIN) FOR BALANCE WITH It;' MIN EMBEDMENT AND 2Y,' MA DESIGN LOAD AT S'-0"MAN SPAN: EXISTING CONCRETE, MIN EDGE DISTANCE, 362 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3° a MAX. DESIGN LDADAT 6'-0•MAN SPAN: WOOD FRAMING. SEE SPACING,TYP. 352 P.S.F. ANCHOR SCHED, BASED ON TYPE OFF OBUILOOUT MOUNT STRUCTURE HO SCALE iNTS 1/4"0 A325 GRADE THRU BOLT @ )" O.C. OR S/16-0 A325 GRADE THRU BOLT @ 12" O.C. GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" O.C. W/1-1/4" MIN. EMB. OR 1/4"0 LAG SCREW @ 9" D.C. W/1-7/6" MIN. EMB. IN WOOD SG-0.42. TO 0,55. / f8i 2- x S' x 1/8- CUNT. C "J ALUM. ANGLE (6063-T6) I (MAX. DESIGN LOAD s 72 P.S.F.) I Hb PASS THRU DETAIL SCALE, 3•- l'- 0" EXISTING WOOD (G=0.421 TRUSS OR RAFTER @ 24' MAX. O.C. � 2- It S' x 1/8" 6063-T6 ' ALUM. ANGLE W/ THREE 1/4.0 WOOD LAG SCREWS WITH 2-3/4' MINIMUM THREADED PENETR'T"IN WOOD @ EACH RAFTER OF TRUSS, 24' O.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. 0 w OTRUSS MOUNT SEC'nON K SCALE, 3"•1'-0" zmdm� 1S-2339 7 SHUTTERBIADES BOTTOM 2.875.0 HOLE (IO RECEIVE ROUND WINDOW ASSEMBLY) LIGHT-N-VIEW WINDOW 8 N.T.S. EXTERIOR ELEV 0.125' 0.03r 0.196' TSa 0.125' 0.032' }}o.lBe• � I HT-N-VIEW WINDOW �2 ;14 SABIC MASTICS SLXI43IT41L-94HB EXISTING HOST ALT. LEG STRUCTURE ROUND WINDOW 1/2' ASSEMBLY I 12' EMBED. EDGE OFACCORWON ACCF iz SHUTTER BLADES � tl mN T1a•�C EDGE 5 EDGE 3 DISTANCE MIN. GLASS EXISTING R SEPARATION GLASS OR DOOR p£ 3°MIN QQ EDGE r1/2'MAX r DISTAN }L z wt� 5 (2) BLADE W/ ROUND WINDOW 8 N.T.S. EXTERIORELEV I110 00� f6 ALUMINUM E0. BEAM END, SIZE TUOESCHEDULE SPAN TUBE PER DESIGN SCHEDULE ,1/4-20 MACHINE BOLT W/NUT 12' G.0 OR 014 x 3/4' SMSW G f MACHINE BOLT W/NUT Ot : OR 414 x 3/4'EMS 6'O.C. (2) 6063-76 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE MAX. DESIGN LOAD =! ]2 MF 3 SPAN TUBE SECTION VERT SECTION SPANTUBESCHEDULE PLILWT91ETUSE NUMBER NUMBEROF MUMAN WNUMANOLE TUBE SHUTTERM SPAN THRU�90LT8 ANCHORS PER SRE SPAN ANGIE TOP OOTTOM TOP BOTTDM TOP BOTTOM TOP BOTTOM TUBE I TUBE TUBA I TUBE TUBE TUBE TUBE TUBE 5p 1ZJ.P 134r 2 2 2_ i P r 'hTk nn 2_ 0 B B r r r r �• ID1.r f00Y 2 2 1a• B9.P 94T 2 2 .1• 15].P 2 2 2 B W r 2Y31=iuslim.0 0.12Y 1N.. 2 2 2 2 r r B• im.0 2 2 4 4 1w 1w ,��_ faeV 2 z ] 2 r 0.125•r 155.r 2 2 2 4 _r T 10^ 4' 13T6 2 9 4.1' W..T 2 2 28' 2a.Y 2 ] 4r '1P• rso9.1^ s 4 4 > 1s' SPAN TUBE SCHEDULE TES: NO 3°z3'sl/4° k; ES- ANGLES FOR 15-2339 2'x5'&2°x6'13EAMS. 2. USE 2'xS'xl/4' ANGLES FOR 2'xB" & 2'XIG' BEAMS. 3. USE BEAM SCHEDULE FOR BEFALL 3/B. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER vx0eneTclMPNon� CONNECTION DETAILS. WHERE USED TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDSTION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM UMNNFIONS 111NCWDING SPANS, ANCHORS ANGLES AND BOLTS), WITH THE SHUTTER SPANTAREN AS THE iUM OFTIE SPANS 99 ABOVE ATID BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. no 1. ALL BEAMS AND ANGLES TO BE 6UG3-T6 ALUMINUM. O �HDgEfE mu 5i0.uCf. ;sv oiN gin gAW mi oeie i• n i`: s£a aFG ;fa $'�F �a aka aF ^8 $mF 3�F 8�w y vuNiF IIHII '^ a aS .zf� Wo':s P y w ^w aS egg 3gg B''3_m em8.m� Ba .�Nffi mx:'p o zr A o�N o P.1 C `g o 2 W tl W N t3 G o GIW o 0 WiGia���'`' N 8 o ealg to 0 olo oqQ °QI orrr olomn r 6ea=aQ viei5,a,o. an no °'tl °. PIoQQ = or � r ye `: into4oe' a -40 0o eq�cra r ?qqa r�r�NN ¢'4§eaQ a 'i344§'n' 4t3io .. a n Mon' o moQ _ - T9 N Ngee:yiul�ogQ " mlm:+iulr gave¢ e¢q'^: ojeeeQSS -4^o'a in 4i�G �Qqe Ql gi�i�4!iaQ �N9QN oQ N9inu�i-Q -a Qla�o,i3 '\�nNm LNG yi7o oSua�uly?G �e r ••PS ru•la uuia eu�alq uOw o ogN Na4 '3m _v4gga oyq�E =:y^n ye ��'': :a slam e�a'a ale :'. i" e' oG r eyo 'eN •eS o•oogo - eG: m�Of ?Nlc_oQc oo QQo eG 4Qw oe ooG �'. gooe4y§ . .. a4gr N9u4'i�-4G ,.,QF 44 i�4mu4N�o9 rl� Rin ir�e�eQ aie eoalu�c'evu eLl glow v3eo�Nou4Qz _oiA Qi= �•Qa 3N eQ2 01oQ ,NJ-i^- o ela •• r'oeQ4ia'oine 04^ Mqa LllulinNF a _ _u1u oQm gi3Ne4ee 'Io�NogC� R a4 NU -'o c0G L"r2M---�S sf �p e8 - _�8 yy �oNN^a gN¢'��igM _gg oggo "oG 140152 'aan' a aoV Ne -_ GaaoC rG'� -�� 4411101 . - - 04'" Nor .D 4'. WIN-- =1q"" o0 - 99�9N" 0 0 -=@o" 4yoNui7yQ Y:. oG i Gar- oQa NNE:- Q. Q8N 04o r Pn Nn - oyNl3 i. - p'4 e POW. PUT 0 4NQ WW an' ogoy oq ey»y"� ;CI -A F999 _ _eC o0 oC eC �yNoly�y,yy� G�C� mee _ NS os os yin go os 13 i3 i3yq ogaQG v R9i;�14a a=1''ol.�,.G -wqG -N�=yG qqo oG �yq WrruN'^ ym OAl 2 Cm m ill ilia ��y�� mg 2 ZOZmT N -R011- GpN n 2 YI/i N PNn mm� TmA �2Dm S/J2 aF! o— m omx <m c7nn ! zixf a "U. d'R A i I v z Z Pz z NDz m0 ^ i33(�o z o o ✓ ° onsn ° y2 3 Fy m Zm N M�mm �j y ?�PO� ° pYAI °�D Ci�ZN D y ^poi n =y I4 F n oz" y P o aid N Ynnn n m x o y "ion no Pz6 yy� o`o�'tnf'^ � az�4 050 yoxo z POA g 2 1Dm (INf181 mym� �(�IY 1J OCn N r�mP Ooros mZ9Z 0 VI yNS� PFn m2°H Z1mm ❑S❑o5ya° O 9 1111y yny --.zf�n1 NO ➢nmm O N 0��0110 41N P � y SfD1I I%Ip2� OYN Is N°Dm � I/I pm SYN SOLO � O Y Oim� m23 fg3F LY y ➢ m .vDm.Z1 yDu�T 0(�j2 yjA�j1y2°m ZG]SS 09 m�P P Z ?22 XpOO �ZF 02yrm JOln� �'I 20T Omy KN ✓IA S Y Rip OA 2 H oils 41N0 OOp H m A 2NZ �N� Ll Ll CI A Y �j ° N Do o$E ° o Sm� � 'dig- N K aT y 3° O Pn °NmSOm 1/ EImpNOX "O T m n ISII \ \ � RE 2 y s Ao a o E c, m �xo z o R NCDi 5;?v 2nQ h m '2xo zo m6l m6 4 n mm "f RF 8„N Qg my Ny p ° ,'oo ng•-. yo_ vm$ d J29 z am. o y c o om Q Pn s m"� oTg io_ 8 oggs mza co pcziN ••• �.. • Tolm� g uNtxts arxu cltm are ' � xr®re n Re wmra run ENGINE . • �i mowc o cs a wintil N�15 \W/ INDUSTRIES+ 16D SW 12th AVENjIEk®(p w Whdesale AYuninlun and Bef&9Products DEERFlELD BEA01. 2T (950) 35496UJ at 88 �v—P�®tl�0 4DO WEST MC MAD WWWENGIXP. y/� O � MDERDALER 3330E FL'IM .e..,.e.... ..� ..._ �'2._l. ••tn...�a ANCHOR SCHEDULE: CONCRETE (CONT.) 2-3/16• MIN EDGE OISTW 3-11W NW EDGE DLRANCE ANCHOR LOAD (p50 $oam UOTa 6'0" CONN TYPE Ct C2 C3 G11ILS" Spans CONNTYPE Cl C2 Up TO W-3- 0 G CS _ 5o,,S UO TO IT-0" CONNTYPE Cl C2 C3 U CS SOdn5 CONNNPE Cl C3 U0 T06'.0" C] G CS SWOS CONNTYPE CI G UO Te C3 B'd' U CS Swns CONN Cl CI U0T011'-0" TYPE C3 U CS S/16° RWTAPCON XLWITH 43 I6.0" 16A" 16.0" 1fi.0" 16.0" 16.0" 12.0" 16.0" 16.0" 16.0" 11.0" ].0" 12.0" I6.0" 16.0" U., I6.0" 16.0" 16.C' I8.0° 36.0" Ii.S• 16.0" I6.0" U.S., I13° ].5" t].0' Ifi.O" 3-]/P EMBED (3899pzI WN 53 36.0" Sfi.O" 14.0" 16,0" 16.0" N.S' 9.0" 14.0- 16.0° I6.0" 9.0" 6.0' 10.0- 12.5^ 16.0" 16.0" 19.5^ I6.0" 169" 16.0' 15.0" 9,0" 14.5" I6.0" 16.0" 9.S 6.0° lOS ll.o" CONC) 62 16.0" 16.0" 11.5" 1fi.0" 16.0" IIS" J.S" 12.0" 16.0" 16.0" 9,01, 6.0" 10.0" 12.5" I6.0" 16.0" 11.5" 16.0" I6A" 16A" ]I.5" ].5" 12.0" 16.4" 16.0" 9.5" 6.0° LO.S 13.0" 9.- 70 l6tl' 15.5` 93" 15.0" 16.0" B.S. 6.0• IO.S I15" 3 O0 9,0 6.0' 14.0" 12.5 I6.T 16.0" 20T IS.9' 16.0" 16.0" 10.0" 6.5" ]9.5" 39.0" I6.0" 9.5" fi.0" 100 ISO' 9.0" 6.0" 10.U" 16.0' IT 6.0" 10.0" 13.5• I6.0" 9.0" 6.0" 10.0" Ii.S" 16.0" 9.5" 6.0" 10.5" 13.0" I6.0" 9.5" 6.0" 10.5' 13.0" 16.0" 9.5" 6.0" 10.5" 13.0' W16' EICO ULTRAD]N WITH 1-3/4'EMEED (J500psl MIN 43 I6.0' 16T I6,W 16.0° 16A" 16.0" 13.5 36.0' 16.0• LED' I2.9' 8.0" IMY 160" 13.5" 1&0' 16tl' 16.0" I6.0" 16.0" 16.0" 36.0° IDA" 16.0" 16.0" 16.0. 16.0" 16.0" 16.0" 15.0' 11.0" 16.0" 36.0" 1fi.0° I6.0" f6.0' I6.0" 13.W 10.5" 9.P >S" ]SA° 11.5" 16.tl' iitl' 53 16.0' 16.0. 16.0" 16.0" 16.0" I5.5^ ID.0• 16,0' I6.0° I6.0" 9.5" 6.5" 1L5. WNC) 62 16.0" 16.0. 12.5" ]6.V 16.0" ]1.0" 0.0" 14.0" I6.0° 16.0" 9S 6.5" I1.5" UP 16.0" 160" 14.0" 16.0- 16S' I6.00' I].S' AO" 35.0' Ifi.0° ]6.tl' 10.5` zS I2.5" 15.0" z �jTO JO 16.0" I6.0. 10.5" 16.0"16.0" I0.0" J.0" 12.0" 14.5" 16.0" 9.5• 6.5" 11.5" 1].5" 16.0" 16.0" 13.5" LEV 16.0' 160' ]IA" LS" 13.tl' .-W 16.W 10.5" ].S 12.5" 15.0" 8 100 16.0" 9.5" 6.5" II.S 16.0" 9.5" 6.5" 11.5" 13.5^ 16.0" 9.5' 6.5" 31.5° I3.5" I6.0" LOS" )S" 11S' 15.0" 16.0" 10.91 ).S I25" 15.0 160" lOS° J.5" 12.5" 15.0" U4. 304 SS MWFA6 TAPPER W/ I-]/4'EMBED (3000pL U Ci 1.1/2` MIN EDGE D15TANCE 3- MIN EDGE DISTANCE 0 U CS I CI CS U U CS I C1 C2 C3 U CS C1 C2 O (A CS Cl Q U G CS Cl C2 Cl G 0 MW CONC) 43 16.0" 14.5" 6.5' 65" 16.0' I2.5" ].o" 4.0" 6.0' ]2.5" ]_.0' 3.5" 9,0" 5.5" 16.0' I6.0" 13.5" 1fi.0' 16.0" 16.0" I4.tl' 8.0" 12.0" 16.0" 14.5" 7.5" 4.5" BA'• 115" 53 14.0" 0.5` 4.5" 6.5" 14.0' 9.0" 4.5" 3.0" 4.S' 9.0" SO" 3.0" 3.0' 1,0" 16.0" I6.0" AS' 1].5. 16.0' 16A" 9.S 6D" 9.5' 16.0' 13.0" 6.0" L0" 65" 8.5" 62 ILS 6.S ].5" 55° 13.0' >.0• 1S 4.0' 6.0° 6.0" 3.0° J.0" 5.0" B.0. 12.0' 12-V 6,tl' JO 9.5" 6.D" ].0" 6.0" 3.tl' J.5" l.0" 9.5" fi.0' 3.0" J.0" Ltl' 16.tl' 10.5" 6.5" 10.0" 16.0" 12.5 6.5• 4.0" >.0° 9.0" 6.0'• 4.0• 6.5" B.5" l00 6.0" 3.0' 3.0' 4.0° 6.0" 3.0" 4.0' 6.0" ].0° ].0• 4.0" li.p" 6.9" 9.0` 6.5^ B.5° 13.0• 60• I.0" 6.5" 8.5" f3,0" 6.0" 9.D" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK NONE •SR-�ERRT���.iRf•RT762� loomrIIIIIIIIIIIIIIIIlllllrlllllllllll,IA crm����O�Oma� mom ME /7302��� momWE /i ® ®� mFwEm EMMA--m©m©m'mmmmm m m/ �� ommmmm _m_mm©m is/�//sm �MmumKmm mom m mmmm• mmomm /�N mmomm %��///L�/tom om©m swam mm _�mmmm/l/l/11/1 mmmmmmmmm©mmmmmmmm©mmmmmmmmmml IASI SEE SHEET 15-2339 ANCHOR SCHEDULE: WOOD (G=0 55) r ANCHOR (p97 3/9' M1N EDGE DISTANCE Spanf CONN CI C3 U nE C3 CA CS CONN tl Cx TYPE L3 C4 6 Sons CONH CI CI Up TO 13'-0' TYPE CJ FR 6 d � D Cg� I/q•LSG SCREW W[TH 1-J/4• MIN TH0.FAp PENEERA}[ON ]/16'W000 BUSHING WIIH 55 MACHINESCRFW q3 53 I6.0" I6,0" fL5" - IJ.S" 3fi.0" I6.0" 16.0" LS" 9.0" 36.0" 16.0" 19.5" qs 6.0" 16.0" 53S.Y. 5J 63 >0 0.5" I6.0" 10.5" 5.5" 8.0'• 16.0" lL0" . 19.0" 0.0° d.5• GS" Sd.S" tl 9.4.5 4.5 l.0" q.5" ).d' ),0" 3.5" 9.0• 5.0" IIA" 6.0" 3s 100 ).0" 3.5" lis l 4.0" 14.5" 5.0° IGO" 7.0" 16.0" 3.5" 16.9` E.G. 10.0° 1fi.0" I6.0° fLs GO' LO" 16.0" 014 EMS W 814 W WO SCREW WITH 1-3/V MIN TXREAD PENETRATION 40 16.0" 16A' 53 16.0" 16.0" 9.0' I1.5" 16.0" 16.0" I5.0" 6.0 8.0" 16.0 I6.0 9.5 4.0 5,5" 13.0" fi3 16.0" 16.0" ).5" As SGO" 1fi.0" 1L5' S.0" 7.0" 13.0" 70 16.0' 16.0. 6.5- 8.V ]6.s 16.0' 1p.0' d.5"1 6.0" 1q.0" V. lfi.d' 9.5 ' 9.0° 100 16.0" 9.s 9.0" 5.5° 13.0" 16.0" 9,5" 4.W' S.s 13.0" 1 5.5" ANCHOR SCHEDULE: WOOD (G=0 42) `G µCHM LOAD IR6N 3/9"MIN EWE OISIPNCE Soars CONN c1 4 UO TO 6'-0" WE p U Cs Soars CONNTYPE CI C3 UO TO B'-3° C3 a Cs SOam WXNTYPE a a' U, T. lx'-0" C3 N CS e v L4• IAGSCREW WIIN t-3p' MIN TNRFAO PFNFIMT[UN 9).0" IEV 16.0" 9.5" IS" 4.5" 15A° 53 12,5" 4.5' S.5" I6.0' I5.0" ).5"! 3A" 4.0" ILO" 63 ]6.0" I6.tl' S.5" 6.S 16.0" 1fi.0' 9S 3.5" 5.0" L5.0" 15.0" ).5 3.0" LO' 11.0" 100 ]5.0" ].5" 3.0" q.0" I1.0• I5.0' )S" 3.0" 9.0° ll.p" 15-0" 7.5" 3.0" 4A" 4.0" IIA" I1.0° O S B14 SMG O0. B14WWO SCREW WIIN 1-3/q" MIN TNREPp VENETMIION 93 I6.0" IGO' B.S 10.5" 16.0" 16.0" Ix.S" 5.5" ].0" 16.0" 13.0" 6.5° 3.5" 5.0" 10.5" 53 16.0" 16.0" 6.5" 0.0" 16.0" S6.d' 0.5" 4.0" 55" 16.0" ]0.5'_$.S' xS" xF ].5" 2.5° 4,0' . 4 .0"0" 4,0" LS" ].S ).5" ].5° 10.5' S.5" 10.5" 5,5" 70 1G0" 9.5" 9s 6.0° Ifis iL0" Ss 10" 9.0" 8.0" 100 I0.5" 5.5' 3.5" 9.0" ).5" 30.5" 5.5" 3.5" 4.0" ).5" ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK ANCHOR MIN. EMBED MS W/2•EYEWPLL 43 16.0" I6.0" 9.0" 11.5' 15.0• IGO. 19A° 6.0° 0.0" 1G0" Id.s ).s" 3.5" S.5' Il.s R INSERT W/3'EH9FD 53 I6A" I6.0" ].p" 9.p^ 16.0' 16.0" 9..0 4,5" 6.5" 36.0" 11.5. 6.0" 3.0" q.5" 0.5" S00 I1.5" 6.0'• 13.0" I1.S' 6.0" 3.0° 9.5" 6.5• 63 I6.0" 1].0 S.S JJJ'''777 JJJjjj 70 I6.0" Ip.s" " 6.5 16.0° 125" 6.S' 3.0' 4.5' 9.0" 6.0" 3.0° 6.5" B.S. ANCHOR NOTES: SEE SHEET 'i I `T I 3A^ es° __ __ __ 9 FOR ANCHOR NOTES, u u