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HomeMy WebLinkAboutProduct Approval- Accordion OBusiness F x Professional'Re, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map !. Links Search n' r Product Approval USER:Public User rs Product Approval Menu>Product or Application Search>Application List>Application Detail pECe NED FL# FL13757-R6 AUG 1 } Application Type Revision s �n�� Code Version 2017 Permitting Department Application Status Approved St. Lucie County Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com ��a Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. ,� Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl cp if FL13757 R6 COI Indep2.p�ff FL13757 R6 COI Indep3.p-d( Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards 6.8 ACCORDION SHUTTER FlUNK L9 NARDO,P.E. \1111 LL I FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 _ No pE�465 TABLES ALLOWABLE SPAN SCHEDULE _-0 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY _� UI: 30, FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ -- -01 HVHZ HVHZ MINIMUM SEPARATION SCHEDULEMINORUM SEPARATION % STATE OF W M p_ POSITIVE POS RIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS '��ORIDA .• Iy r"J 8 WNW LOAD LOAD WITH1 NEGATIVE POSITIVE POSITIVE s� ••• r<t]LL y� DESIGN WRH CENTERMA wND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVE AND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS �/ ON' N 6 N WIND SPAN DESIGN PRESSURE SPAN $ _ LOAD(D OTE 19 ALL PRESSURE 5 30 ABOVE >W ABOVE NEGATIVE WIND f WABOVE >30'ABOVE 111/l l 111111 1_� kI U L.. QR]t i ]] M011ITNW (PSF) GRADE GRADE WIND LOAD ALL (PSF) GRADE GRADE //n�1 aa CONDRK]NS" (IN.) (IN.) LOAD MOUNTING (IN.) (N.1 ORO\O (PSF) CONDITIONS- 29.3 vL m =pts 29.3 158' S.T 3x e7 31' 1.1' 11!4t��7i D W" F23.9 151' 159' 17,6' 3.0• 1.1" 50.0 156' or 31' 1.4' W g..J%" 37 18 661 155' 30 120• 3.1' t.0' U W 14r 151* 156• 30 _ -__120'.. 37 I.T OOA 143' 1a8• Sb' - 9x IA C` t 14r 1 150" 159' 158' 6.r 3S %.0 143" 87 __ 3.1' 1.1• W 13T 145' 158' _..______ _ CID '�30" 37 1.1' 70.0 137" 91* 3.1•199' 1H• t%'- %•_ 30' 1x 75.0 133' 1%' .128' 194* 155' w 1%' 371.B• 90.0 12B" 120• 9.1• 2-1w 131' 149" 120• 37 2.r 95.0 125' 19r 5x 2.T Sx 4r %.0 121' 121* 143' 192' 6.T 2.1* %A 121" 199" d 70.0 111* 125• 1sT _ 145• 6.T 9x %A 118" or __ 3.1' 1.1' n 75.0 11T 124* 193• or " 1.1• 100,0 115' or _ 3.1• 1.T •�! 80.0 116" 12r 128" or 30' 1.r 1%A 11r 60 101* 3Y 2A' W Y ri 4+ %.0 117 12V 125• 50 toe' _ 37 10' _ 110,0- -- 110' 12D' 31' 2T C %.0 11r 178• 121• r- 197' 6.T 9b• 121111 106• 159• &r e.r y C Ij %A 110' 11T 118' ... LF 0 63 I . 101*1115' 11S' w 3.V Ir 125,0 10r e7 31' Q.G>' J 1%.0 10T 11r 11r 80 91* 9A' 1.1* 19DA 101• 91* 31• 1x ir LL 110,0 101* 110• 110' 1%' 3x 2r 136.0 91* 90 10r 31" 11• 115.0 1%' tOr 10r 191' S.T 36' MID 9r 116• 5.8' 37 g 120.0 101` 106' 106' 87 3.7 _ t? E 9 125,0 10r 84" _3_7 1.5• 150.0 1 e1* 07 3.1' 1.1• o 0 190,0 101" % 99" 30'.. ._ 2.7 166,0 86• 84' 3.1' ix 'E 136.0 -- 91* 126• 5.r 3x 7801 er 70 91* 9.T 1.1* a7 37 1r 1%0 e1 127 3.1' 37 R 1445D or w 3A• t.r 170.0 7r 13r 5x 4x 90 9r 3x 2.7 176,0 78' e7 3.1' 1r 15oA e1* 155.0 or 118" 3.r 3x 180.0 74* er 31' 1.6' --180.0 _ 87 00• 30• 1.7 186.0 7r 9p 91* 3r 22' 1%.0 - 81• 10.0 77 120' 9.r 31* _ - 710 - or 3.7 2x 190 58' 170.0 71* 121- Sr 3.r 176.0 7a' 117 9.9• 37 200.0 %• 80' 3.1' 1r 180.0 _ - - 74•_ 87 9A• 1.7 •�FOR BUILDOUT MOUNT MAXIMUM 110 84" 3.1' 1x - s � 106.0 7r 120 84' 3A• 1.1* SPANS AND PRESSURES,SEE 1 7 &� L as -- __1%.0 _-_ _ 70' - 106• 3/• Od•_- TABLE C ON SHEET 6/13 --60'_ 3A• tr y 1%.0 FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE BI' 31• �- 1A' �' R 200'0 TABLE C ON SHEET 6/13 120 - - '---- .91*. 3.1' 11* 106- 3.1' 3.7 TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN IAMI-2. DESIGN PRESSURES SHOWN IN•ACCORDION SHUTTER SPAN /�� 1►1 MESIGN PR E COUNTY AND N IN'ACC COUNTY FLORIDA a 1i�) 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN O lip! PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER FPAN. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF 00101918RWiL�9190Drt BEAM WITH THE BACK Of THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 152338 k 4THE THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES . SYSTEM MAY BE MOUNTED WITH THE INSIDE AND _ Y AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE THE SHUTTER BEING REVERSED.FOR EXAMPLE:T HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM E PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. g 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION THE DESIGN FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEM HIGHER SPAN SHALL BE BE USED. USED. FRANK L.BENNARDO,P.E. ' ULCEN8S6F Y APE00659 � _4. ND 91 *:• PEOO46549 - -0 >♦ _ a TE OF 0 ££ 0�'.. sr, O n tl �'Ils �NAL s'•�DRIDP.,..•'�� 3• F M E GENERAL NOTES: II�� i WN W $ •_l 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z w U CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE �><" ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE Z0L m i (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ZX d« ST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW �,N.9 z 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK i N KB ILD UI ING CODE SHALL BE LESS THAN OR EL To THE s a CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.OWN.SITIVE OR NEGATIVE DESIGN PRESSURE b 0 W 3, TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ~ 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. M 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a_j PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a as VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. v,a a s 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE r w a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 CJ ~a $ SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ¢ ^ SITE. N w %�d m d 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢r 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. ma c 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEw _.E 3 S CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N d3 c LL THE STRUCTURAL SUBSTRATES DETAILED HEREIN. w v R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING !� b OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND a i, SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK Q DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201 202&203 C = FLORIDA PRODUC•f APPROVAL NUMBER �� 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION K.s.I. SHUTTER ELEVATIONfill 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A � �� �1 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 1 ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR A BOX LOCK AT CENTER OR SIDE CLOSURE. ep6 s" 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. �11 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". I�& 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. �(a 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 00►yWff FRNQLBBlW=Pf- ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 155-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE; - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAM pONCIII]IFTEM 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. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 93 ```1111111 t 111// VEOW65s9 NARDO,P.E. 2874" PROJECTION VARIES 1.994" �,\ ` ••• 3.610' �•"•' .115" 4.874' MAX. p :_P lIC '•.• 068" 2.782" 1.907' •4C' 7 r 1825" .997" L825" 1. c 1825" ru 125" 1825" _ N p 1.706' {I 143" .143" ,100' 1. 0K0046548 ' wt 100" 17 8" Al0" v1 100" 1.728- .ro 068" 143 0 ,099' 7q5•I 1 7095" z.1 5' _ rv � 96 N 100" a 143''j`�' .195" 143' - .195" 19 : LL ' eq :o in a a ,••• N WA7E ry N N� / LL .062' 062' .095" .062' to "' G q 8 g 200' 1.069' O(Vq E y a .n fii 30'1 200" 1.510' 6 2 .630' 062" /1 Itll a� 062" 62'• 100" .062" 30' 62" 2 r f-�1 r .588' 630" 1.7fA111t 11 Z W� a 0 m 0608'630 1.250• 97t" 1.69' 971" 971" 09 1 095 ,{--♦1.069' 2.822" 2.728' U <� Zzo 12 0" t 0" t 250" 1.200" .095" 971" .030'-# 2.746' Z N 2 5.745"M X "MAX 3.610" IJJUJ Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL 4 LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL a U. SCALE-HALF SIZ SCALE HALF SIZE ui SCALE HALF SIZE O SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE WO �' .+ WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 8655' ^ .. 1.825' m 2 655" .875' 2.195' 1.230• 1825" A 2.195' 510• m y 1.583" 2.655' 2.365' w 6 588 0 - .510' .460' R_ 600' 5101• 1 .oes' ya g 3 ry .o 10 400" ` 90° vmi. n°�i Ul M o I '• I r�i in II .895' L, I z O r o 10$ N N I 621 I� cu In .105' N I M t� o �F,060', N TY .631' 405 rti 'TYP N M '. c N M C TOP" 1 230" 1.069' 621" E a 621' 875" 3 63$" ___ ___ .781' 1 NE 3 A 2 300" 250" 4.510" Y 1.985' ` 4.510' 2.195' t-- 04.510' 5 CCCC O7 SILL gOSILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR _A o SCALE HALF SIZE Og EXTENDED SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE 94' 4 603" 30 225' 314" .14 1.708•143' in 4140" 325' 325" 258" .297" 06 t50R 3.963' ff 030R 0 2" m m 1.570' .510' ^ a m 6a p 1.625" .069' 3.4]0• -! .341• o II ni m Yp$ 1.721' .133' 0.0vis ' .TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .682• .630 09o.oso 0.117SCALE HALF SIZE SCALE HALF SIZE 130, 0 2,11` N 060'NL2.822' .0a I .621'4 510•' o 16 RADIUS CEILING HEADER ILL N WALL SILL.310' o p� SCALE HALF SIZE 080' SCALE HALF S2E4102" m Iu63 0080•ti M 15-2338 _ Y .420' 14 CEILING HEADER/SILL 86.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE 18 WALL SILL CLIP 93 SCALE-HALF SIZE SCALE HALF SIZE /5 37$0 `1111111111//// L.�NAADO.P.E. I 125' 2.018' #10-24 THUMB 280" �� �.•"" I pN Nm NSCREW---4 mIZ mb o STAINLESS STEEL IU• SCREW . ASS ,• IG EN 32 MBHOLE 0 LY m NoPE00• 4654'•9 Z 0 W NYLON"0500 2060WHEEL .' 9 ,N Q: 001. 240" aa o � STATE OF lu M 5' MAX. ' TYP AT EVERY OTHER 750" %��s'•;c�OR40>'.•N 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOPe7o" q,10 1E 111 WW $w= 3�g, NGLE SCALE.HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS.NICKEL PLATED ZQ La x ROLLER ASSEMBLY HOUSING-ZINC DICAST POWDER COATED a W SCALE.HALF SIZE O SLIDE ROD 22 :z g 2� SCALE HALF SIZE NOTE MAY KEY OPERATED OUTSIDE OR THUMB v 0L Q SCALE:HALF SIZE TURN OPERATED INSIDE. Zk w x-{.250' 23 BRASS PUSH LOCK WWW "W_ � NYLON WASHER SCALE HALF SIZE j OKdzw OR ALUMINUMw INYLON BUSHING 357' •p /$S,• 4.000' w OPTIONAL) '276 `r�0- 500' ^ 14 x 2-3/4"410 HT S.S. _ "INTO CREW W/Z 0.062' m vii n V, C ULTRACOTE COATING 2.250'YP TOP 8BOTTOM)WASHER .154' .137' '1 5, tn w 8 7/16"0 x 1/2"Cd INTERIOR JOINT TOP ^o224. C� 7/16"0 x 1"C&INTERIOR JOINT BOTTOM 2.000' .. O EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' ha m 2F BUSHING ASSEMBLY DETAIL SCALE:HALF SIZEo 0 m 24 SCALE,HALF S12E 27 RAINGUARD 2S DECORATIVE FLOOR TRACK O z SCALES HALF SIZE SCALE HALF SIZE �wy 1978'. 2.125' a 1.742' p .623' .236' .286' 1' 21021, 2 642" E r K 1.710' 171 1. 4' .267' �,....I 'J w .443' L110' 2 465" 2 405" 3:13 1.084' a43 m 0, .090' m Po a m 2.289" 2.216" g R m V�1, .284 .J6 -Fr, I m 1.200" �..., m b tU 26 o a m 1.100" m .190" 250" 1.068' ni n N In-•-- N IU - 250" .125' .239' m n n N r7 1 IV •- 3.x43• 496' 1.758' � q N $ 3.476' 125". - .125" N .190" 125" .160' 1.001' .062' nU .222',-4 .062' .176' '^ G 6' 2003 6.8 CENTER MATE UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE a � '��I 29 30 31 32 33 34 e� SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE HALF 512E SCALE HALF 512E SCALE HALF SIZE11� 7/16"0 STAINLESS .062' 5.500• x 13/16' WIDE 400• TEEL NUT ��, NOTE BITS HALL BE#10 TO R � ENO STRIPS SHALL BE N10 TO 9 HEAD STYLE VARIES x OR PHILLIPS DRIVE SCREWS, e 6 6 'A 30 O u,� oc HAND-TIGHTENED ONLY 38 THUMB SCREW x �, . SCALE.FULL SIZE .250".t-,�' OD 1/4-20x1 OR 5 16-18x7 0` 0 � �•!! n ti MACHINE SCREW STAINLESS %� M .188• TFI 6"0 INTERNAL STEEL e X m�'. 00 �RIAIKLEBf P,E. TYP. 37 T-SCREW INSERT o ti 15-2338 4.500' _ i ,1•,689' POWDER COA7E0,ZINC DIE-CAS �i 1.050' P _ SCALE FULL SIZE suLE: SE ION A ►A/!De�umxoN: DELTA MODELozz O T-LOCK ADA P R �' m ,254• 40 4Ob 4Oc INDUSTRIAL SYSTEMS 36 (OPTIONAL .� n m 1 7.000' ? END STRIP 1" 33 35 BOX LOCK SCALE SIZE O 2X7 ANGLE ,f,y 2" & 3" EXT SCALE HALF SIZE 39 125' d SCALE HALF SIZE m SCALE HALF SIZE a 11111/ FMNNMDO,P.E. FASTENER(al 18"O.C. IST. EXISTING GLASS (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE �•.•.1G ill IN ANCHOR SCHEDULE) DIST. go,Z j�4 NO E004654 EMBE SILL (INTERIOR) S ALT.DIR CTION yly " •� �' =IDN EMBED. 17 < iSa OF ANGL LEG II II .o _ z (INTERIOR) 17 TATE OF M 0 062'THICK 6063-T6 / ••F(ORlO�;. LLj J u E E� O 2M x 5'GMAX (AINGLIM 14 E LEG 3 4 29 9D D T. 49 AY BE REVERSED' / 11Ijj111 ZQ 38 ASTENER(G 18"0 C (USE ANY 13 15 <W V LL ANCHOR SHOWN IN ANCHOR 13 Q Zk .5c m iio 13 13 21 38 23 29 9D X L G 13 SCHEDULE.1"MIN EDGE DISTANCE) TO 8 iv O �w 29 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) WW "w" V 6.80"(TYP) OR S.S.SMS,3/16"m ALUM INTO CE NTERMATES 1/3 ) EXTERIOR 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE I 1,E, (EXTERIOR) SHALL BE 3/e" W T MREADED HOLE LOCATED C. MACHINE BOLT&NUT 1/3 SPAN TO 2/3 SPAN FROM Cal 18"O C MAX WIDTH UP Q w TO 1"HEIGHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES SCALE:3"=1'-0" 5 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>8'-3",ONE CO)1/3 SPAN SCALE:3":1'-O" AND ONE ATLOCKING DETAILS FOR 2/3 SPAN FROM BOTTOM n CENTER MATES n OF BLADE,TYPICAL.FOR LOCKING n A USE(1)BRASS PUSH LOCK SHOWN ON RANDOM OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK©3 DETAILS SCREW' 0 THREADED MAY BE SUBSTITUTED WHEN USED-WITH fie y INSERT 3 AT 1/3 SPAN CENTERMATE M29 AS SHOWN,RECEIVING SEE ENDSTRIPSCHEDULE w 8 TO TO AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" fm FOR MAX SPAN WHEN BOTTOM HOLE SHAR L BE 30 13 USING 40a,40D OR 40C3/8"MAX WIDTHUPI.1"HEIGHTEND STRIP SCHEDULEoY 5 d \\ _ 1'BIO(2 7') 82 109 4 USE APPROPRIATE v W 1 4 STARTER STRIP E E a - - - ® gq^ PROVIDE CLOSURE FOR ^^-,,�� E �9c 13 4O BUILDING CONDITIONS. >`„>u-i. E w O 7' E 3� 23 2'8/0(3.7") 66" FASTEN STARTER 8 5 (INSIDE) ® STRIP TO TRACK W/ y 7" AT loxN SCREWS g R 3'Bq(1.7') 62 [H CORNER ® ALTERNATE END STRIP DETAIL ANY TR TIGHTEN ONLY) 1.6'SGS' 45 3" SCALE 3"=1'-0'• ANY TRACK CI—y�• '�L 13 i�3 `t'v; X0.09.T' 87" W/SCREW BOSSES. �QoANGLE67 83" LU �gz4 p SILL .� 70 75" w 5Q 5Q € F- O I 2-1- 05 1 9' 3 Ei ypyp N x0.125" EXISTING GLASS � E O123, 13 ANGLE 0 120m ° e USE(U BRASS PUSH 30 70 111: ?Ij J=,�i USE(I)SBR ASS PUSH LOCK (INSIDE) LOCK OR 111 5/16-78 "1'- ��i OR(1) /16-18 THUMB THUMB SCREW INTOE 30 t3 2•X4' 45 145" m SCREW IpF�O THREADED !E THREADED INSERT "// ^o�$� INSERT (371 AT 1/3 SPAN SILL S10 S)! 5� AT 1/3 SPAN TO 2/ X0.125" 52 135' ` TO 2/3 AN FROM € SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 129: BOTTOM OF SHUTTER g R SHUTTER RECEIVING y MOLE SHALL BE TO 1 12t, MAX WIDTH,UP TO 1" HEIGHT 3 73 114' FOR GREATER SPANS OR LOADS ESF4 TYPICAL OUTSIDE CORNER CLOSURE --- --' - THAN SHOWN IN END STRIP > SCHEDULE,END STRIPSRE QUIRE A CC1 I'X I'.090'CLIP ANGLE MID SPAx 13 30 OIA�i DFWML BB4WO0 PE DETAILS WO/CORNER POST NTS 13 \ ANNCNHOR SCHEDULEA ANCHOR!!14x3/4'TEK 15 \`SILL SCREW OR U4-20 BOLT TO END 31 z 13 3 (OUTSIDE) 15-2338 STRIP. USE 11)BOX LOCK Al 1/3 PAY YAOI►TTON: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE g �0W h CC2 DETAILS WO/CORNER POST ff � ffc MULTIPLE SHUTTER ASSEMBLY NTS SCALE SCALE 3"=1'-0" FRANK L IENNARDD,P.E. 2 FASTENERS 6063-T6 ALLOY - `11ALUM. TUBE1%%%111LF// IE0I"M EACH ANGLE SEE TweLE w FOR 92E, C2 CONNECTION TYPE L / REFERENCE ANCHOR EXISTING \ SCHEDULE FOR MAX STRUCTURE l'•'•L1C 1"x 2"x 1/8" SPACING OR 2"x 2"x 1/B" / Cl CONNECTION TYPE v4-2o r9aiwEO(,� ALUM ANGLE 1 REFERENCE ANCHOR W/NUT 9D 12";O WOO46S THREE 3/16"0 ° 73 I SCHEDULE FOR MAX 014 SMSA 6:'OC ; SPACING T/ (TYP.TOP*BOTTOM)* Lla� '4B a ALUM STATE OF POP RIVETS I 1/ '� OR ° 17 � ALTERNATE THRU BOLT � , '•, oTHREE 012 SMS 3/16 AD ALUM POP �" C1 CONNECTIONTYPE °17 RIVET OR 012 SMS _ REFERENCE ANCHOR 9 �n(O R(`��'�OJ �TABLE A(aa3) 0118"OC (TYP) SCHEDULE FOR MAX Ei Y4 OR VL✓ UNAL = gTSPACING FOR p7 /(1111111 �u U._$ FraPRESSURE VS ALLOWABLE LB3GIN MAY USE MALE OR II wW.g=pgtB/0 FEMALE LOCK-SLAT) hF1t3raoNO �62 130" 788' / GLASS FOR MIN = i U�W j2 72 124" 179" \ SEPARATION CC3 TYPICAL CORNER CLOSURE DETAILS GLASS DOOR-�( ro GLASS a"o a m w 81 114' 172" NTS u E=Fr OW w TABLE C; A e 92 114• NIS' 1 ALLOWABLE SPAN fRNq z 102 110" 16T SCHEDULE FOR 6 R .. lmla• 14.r, TABLE B(Dan0 ) ALTERNATE THRU BOLT Bunu7 MOUNT w ti OR N C5 CONNECTION TYPE (DETAIL F) u N 1 9T 131" PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR MAX MAX �- 88' 114" 2'Y2k1/8' 3'A35L1/8' SCHEDULE FOR MAX. SHUTTER DESIGN p I 5 PSF W[iH 0 WITH B/O SPAN PRESSURE C1 CONNECTION TYPE 7•• 1/4"MAX FROM PIN 62 113' 166" LISW-y/�1 REFERENCE ANCHOR GUIDE TO BUSHING LL SCHEDULE FOR MAX r- - WASHER(TrP 1 rn�T Y 72 l0T IST "I IN •/-31.1 PSF SPACING W48 L 101' 14T 1181N. +/-31.9PSF C II II 14x3/4"SMS 9"OC 1�►~d p 1151". +/-32.7 PSF =_=U/ E 9S' 139' • ANGLE TO TUBE CONNECTION90" 132" 111113. +/ EXISTING 83' SIO IN. +/-31.1 PSF 50 2"x 725"107IN +/35]PSF CONCRETE, EMBED 6063-T6 ALUM TUBE BLOCK OR 71' 109• SOS IN.I'H-95 CONNECTION TYPE WOOD FRAMING REFERENCE ANCHOR 64• w 1031". +1-365 PSF SCHEDULE FOR MAX _ 1-1/2"MIN FOR CONCRETE 101 INR BLOCK . +/-373373PSF SPACING OOR WOOD AND 3/4"MIN 991". +/•3&0 PSF ;g -IN +/.39.6/-39.6PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 'a FASTENER 18"0 C 9I 81. /-109 PSF Cm - SCALE 3"=1'-0" (USE ANY ANCHOR SHOWN as IN, +/-41.3 PSF O o p IN ANCHOR SCHEDULE) as IN, +/-43.8 PSF A 831". +/-15.4 PSF i1 W. +/-165 PSF ACCORDION SHUTTER 781N. +/48.3 PSF PER PRODUCT APPROVAL w u -- 761". /-19.5 PSF r a 74 RI. /-50.9 PSF P-r h 3/16 RIVET OR 012 090"6063-T6 cW 721N. +/-52.3 PSF AppLICABLE AT TOP SMS L®18"O C. OR 701". +/-53.8 P5F RI �g 1/4-20 NUT i BOLT ALUM TUBE TYPE g AND OR BOTTOM X Z a 8!8 17 '- o i 681". +/-55.4 PSF (TYP). 3/16"m ALUM POP y(tiIX u 2'OR 3" Fi 'A ALUM. TUBE RIVET OR 012 SMS F = 0 661". +/-57.0 PSF 606}-T6 ALLOY CTD 18"0 C.(TYP) FOR W r w a a a d a SEE rARLE B 2..x 5"x t/8" g 2sff r j m FOR S12E. 2 FASTENERS v CONTINUOUS ,y,,, �j 13 i o p 1/2'MIN. ' 4 EACH ANGLE ALUMINUM ANGLE 4 I- 2'x 3'x%*. 1"z 2"x 093" OPTIONAL ANGLE INSIDE s FOR Nvrz X Z u w 2.175" e 61" 2T-.ALUM THREE 3/16"0 ALUM SEE TABLE 2 h Gln u CONTINUOUS OR 2'% 1" 77 ORIENTATION TYP. 11 GLASS p=m 2'x 5'j xCONTINUCXJ 65 POP RIVETS OR a 6061-T6 ALUMINUM � 9 ANGLE,TYP OR ODOR AlA I ¢ a 77 THREE 012 SMS.TYP TO(AA55 £ o w r ANGLE 0.9"MIN.THICK 6061-T6 v 1/8" t3 ° ° OR 2"x2" 1/8" ANGLE FASTENED T072-1/21' ALUM TRACK FASTENED lyi ,�il9g 9 ALUM ANGLE 14 1 EXISTING 3 KSI TO ANGLE WITH 1/4-20 _ i USE MALE OR FEMALE MACHINE SCREWS AT 3" LOCK-SLAT) 5'6 Ca CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9"O.C. DpPflE010 FR9KL B91Wm Pe 13 13 = REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 SCHE OULE FOR MAX Y.'0 ELCO ULTRACONS MIN. PACING AT 3'FROM ENDS AND EXISTING CONCRETE 2c.&U1[: 01221/2"GALVAN12E0 (OUTSIDE) D EDI 4"O.C.FOR BALANCE MOST STRUCTURE(3000 PAIN DESCRIMIGN: OR S.S.SMS,3/16"0 ALUM. WITH lt/"MIN PSI MIN) E CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 25'1' SEE TABLE C FOR MAX SPAN AND PRESSURES g EXISTING CONCRETE, 9•.� NTS MACHINE BOLT i NUT SCALE:3"=1'-0" BLOCK OR WOOD FRAMING MIN EDGE DISTANCE, (iD 78"O C STAGGERED WITH 3' --- EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BUILDOUT SCALE:3"=V-0" 00 L. C5 CONNECTION TYPE \171II 1I /iFaaA654FRANK'6BENNARDO,p.E. 9 REFERENCE ANCHOR EXISTING 17 „�11 -.- Z FOR ASM SCHEDULE FOR MAX STRUCTURE FOR/yTQi - ESSENTIAL SPACING GLASS ESSENTIAL.M a a:w> GLASS FACILITIES- a!W Cl CONNECTION TYPE S"MAX 1/4-20 MAf<Y�tI FACIUPES p E TABLE 4 W W/NUT "QfL OR OR DOOR w u-- OR DOOR w m REFERENCE ANCHOR CO If SEE TABLE 4 r 0 4 FOR H1M2 r 7 1® SCHEDULE FOR MAX #14 SMS a�0 c No PEO 6549 _ 6 FOR HWIZ j a Z m SEE TABLE Z f.V'x p D SPACING /2• (TYP TOP-B0OTTOM) * - SEE TABLE 2 a FOR MIN. 73 p w �71 FOR MIN. 13 Vx1 w a 0 SEPARATION x SEPARATION X'4 0 TO GLASS 0 u_ •, - 1/4"-20 THRU BOLT W/ #12 x 1/2"SMS 12"0 L 2 m • TO GLASS ¢x¢1" (0 X z r STAT vn ZO LOCK NUT(al 12"0 C.OR Y r w m OR 3/16'0 ALUM POP ¢ ¢¢ 0 R OR #12 x 1/2"SMS 12"0 C E S to, L a r p - F U'" r r RIVETS Ct0 6"0 C OR 1/4"0 0 p T.1� i '•.•LOR •� OR 3/16"0 ALUM POP w p ALUM POP RIVETS Cal 12"0 C ¢ OR�TD� �ss/ 010= w vi RIVETS 1,1 6" ES. .lx // ON �' O OR 1/4"0 ALUM POP RIVETS / 0 11 AND FOR ASPM W IJ11m11111 t w U.. CZD 12"O.C.E.S. 1/4"MAX.FROM PIN r ] rn Q MAX.FROM PIN ASSEMBLY 1/ ESSENTIAL 13 7 ¢ UQ Q IM V AO9 AND 0 GUIDE TO BUSHING I/2"TYP. GUIDE TO BUSHING F N W p Z c m a SSE MBLOY WASHER(TYP) o WASHER ITYP I SEE ABLE 4 i x z u w / 1/2" 1/2"TYP EXISTING CONCRETE, u 4 CONNECTION TYPE OR DOOR SEE ABLGLASS FOR E 12 0 m 0 Wl� �~w 1 _ p BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR MIN a w a a 3 _ m / EDGE SCHEDULE FOR MAX SEPARATION E 0" r w w w 3 CONNECTION TYPE DIS!. TO GLASS �� O w u. REFERENCE ANCHOR SPACING AS SHOWN a I tp0 / EDGE SC MEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG 10) �+ 01ST REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAXL-Cr - 3CONNECTION TYPE IN DIAGRAM ON PG 101 SPACING ALT FASTENER O 0 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND 0 SCHEDULE FOR MAX. BLOCK OR WOOD FRAM I BACK ANCHORS NOT REQ'D 1/4"-MAX PIN y SPACING ALT FASTENER WITH THIS LOCATION 2- GUIDE TO BUSHING m / ® LOCATION FRONT AND Cl CONNECTION TYPE BACK ANCHORS NOT REQ'D REFERENCE ANCHOR WASHER(TYP 0 m FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX 1® 33 WITH THIS LOCATION IM g ' PIN GUIDE TO SCALE.3"=1'-0" SPACING 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR F ' ITYP.) SCALE 3"= 1'-0" SCHEDULE FOR MAX N m EXISTING CONCRETE. SPACING / NOTE:FOR DETAILS A B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. / THE BASE TRACK MAY BE INSTALLED IN SECTIONS =p m WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS BUILD OUT MOUNT SECTION -g` A MINIMUM OF TWO SETS OF ANCHORS AND IS A CQ TYP BOTTO MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3 1'-0- E USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS �+ EXISTING EXISTING CONCRETE. . STRUCTURE EDGE DISTg BLOCK OR WOOD FRAMING 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION M2 a EMBED 1 RECONNON TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W/EXTRUSION 01 �+ R FERENCEECTIANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR P SCHEDULE FOR MAX m SPACING SCHEDULE FOR MAX SPACING AS SHOWN W 5 6 SPACING L - IN DIAGRAM ON PG 10) 1416 1/2" r1.RO LL 1/2" OC R@ 4 A ! w umpi 0 GLASS 4 w �� a OR DOOR g FOR HVHZ 13 r x p 0 W m I^ i7 N :. t/2' w #12 x 1/2"SMS CA 12" SEE TFORABLE = Z V W FOR + pw o _ 0:WF�m O.0 OR 3/16"0 ALUM gAT ON 0 Oinu A 13 r0N WO A``!fR f.wn.m POP RIVETS(�6"0C p m GLASS OR px x- ` X41 FOR j 0 O OR 1/4"0 ALUM.POP Q o¢¢ DOOR 6 FOR HVH2 r z0 CA J a �'rta GLASS E 13 xx Zx� RIVETS(al 12" OR L Nr FOR MIN. XZDZm liGiE OR DOOR HN1Z SEE TABLE 2 0 u 0 0 u u SEPARATION F oar ! X w a z m u N !!g 1/4-20 S.S MACHINE I p a I¢- OT ANDOB 1/4"MAX.FROM PIN ¢ g SCREW 8 NUT GLASS 1/2" GUIDE TO BUSHING ■■■ 6 A 12'0C u0 ASSEMBLYY 1/2" TYP. WASHER(TYP) O 1/4"MAX,FROM PIN t/4"MAX FROM PIN m w O g X w 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING �H GUIDE TO BUSHING 1 R 2 WASHER(TVP) iry x F WASHER ITYP) EDGE REFERENCE ANCHOR x 5 6 in EXISTING CONCRETE, DIST SCHEDULE FOR MAX � O / C2 CONNECTION TYPE W EXTRUSION 2 OT(IRiRNINKLIIDKWOO PE ry BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION p1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 10) REFERENCE ANCHOR 15-2338 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. _ 3",'3-x 1/4"CONT 4 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING KY: A 606 -T6 ALUM ANGLE REFERENCE ANCHOR 0 C OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE. PAW DENCIaRONI LOCATION FRONT AND (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS Cal 6"O.C. gq[K ANCHORS NOT REO'D BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM P WITH THIS LOCATION RIVETS @)12"0 ��'� OWALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE 3"=1'-0" SCALE 3"=1'-0'• SECTION SCALE:3"=V-0" FOR ASTM ESSENTIAL Ix 65�ae NARDO,P.E. FACILITIES SEE TABLE 4 a w- FOR HIMZ SEE TABLE 2 W A EXISTING ALT LEG DIRECTION 1/4-20 _P ••�E$ •v - GLASS OR MIN.SEPARABON 10 o l a STRUCTURE MACHINE o OR GLASS 13op ry (2)6063-T6 ALUMINUM BOLT W/NUT 4• NO pEO� ..OR m m w r ANGLES PER BEAM END, �12••0 C OR _* T 6 9 _ 1/4"0 ALL .I SIZE SC EDURESPAN TUBE p14 x 3/4" _ O POINTS SOLID - SMS 6"O C SPAN TUBE SCHEDULE rrpp OwZ j= SET ANCHORS -- u' bN a SPAN TUBE NUMBER OF pr WITH 7/8"MIN ,ALLOWABLE TUBE NUMBER OF UMSO ~f PER DESIGN ANCHORS PER �.,,p�. e N NNN 2 EMBEDMENT IN - - ,,L Ap�E X CONCRETE OR ACCESS MOLE SCHEDULE TUBE SHUTTER SPAN THRI}BOLTS ANGLE i "".',=.VRIDA, FMg$ Z W 0 BLOCK.3"MIN BIS SAN TOP BOTTOM 70P !BOTTOM TOP BORON' w~ w SPACING AND m - I / t wIn Z] o 3"MIN EDGE _ TUBE TUBE TUBE TUBE TUBE TIIOE TUBE/ / t ry �= x DISTANCE. - n z� 80' 123.8^ 130.7' 2 2 2 3 4^ 7• ZW lo -Q �> 97n 98' 101.T_:_100.8' __2 2 3 3 T T <LL -- _- - ___-_ ____ -_ rr1nf^ g F r 5 6 Om O 0.128' 123` B9.B' 8/A• 2 2 3 8 _.T T U 4l t m yq z Om E3-MIND DIST 1416 O�m EO' 128.1"_-1157.0'_ 2 2 2 3 4" T Zk OR ASTM ESSENTIAL FACIUTIE5 13 3 N o 0.125' 98' 114.8' 124.1' _ _2 2 3 3 T _ T W _ 1/4"MAX FROM PIN GUIDE Q SEE TABLE 4 d FOR HIM7 SEE Z 12T 102.8' � 108.6' 2 2 4 4 10" TO BUSHING WASHER ITYP.I GLASS TA 2 F MIN. PARAGON EO' 138.0' 188.9' 2 2 3 3 T T II� U)IU c R a Two t/4"0 WOOD OR DOOR TO GLASS In m 0. 86• 122._T _155.7^ _2 2 3 4 T 10' VW v, 1/4"0 THRU BOLTS ]C m a I O LAG SCREWS(m 24" H w 123' 115.4' 137.5" 2 3 4 B 110' 1S ,H - OC MAX WITH 2" SEE BEAM �r 80' 158.1' 2400' 2 -+_ 2 3 4 7• 10• 3"MIN SCHEDULE FOR Z 0 109 - . ) ------ THREADED PENETRATION ED.DIST. 140.8' 72D.P "T"INTO CENTER OF STUDS n EOUIRE05N EMBER N 0.11875• - 132,2" 203.1' 3 T 4 8 7 113' tC n EMB "T' 114 SMS Ca MIDSPAN BETWEEN - _ 1416 7/4"MAX FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: - n STUDS FOR TRACK TO t"x 4" TO BUSHING WASHER ITYP I % x x x 4'ANGLES FOR 2"x5'B 2•x6•BEAMS. ti 1/4"0 ALL 2. USE 2'x5'xl/4'ANGLES FOR 2"xB'B 2•x10'BEAMS. PLYWOOD 8 TUBE CONNECTION POINTS SOLID �^ 3. USE BEAM SCHEDULE FOR DETAIL]. m Y STUCCO FINISH V x 4" 125" m�s' 6063-T6 ALUM.TUBE SET TS SOUS - _ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN g LL WITH 7/8"MIN I� SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED 0:$$ EMBEDMENT W - TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. �a THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAYBE USED INAMID-SPAN CONDITION WITH a EXCEEDS THE MAX.ALLOW ABLE ANCHOR SPACING BLOCK,3"MM W/NUT(a1 12"0 C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN O SPACING AND 3" (2)6063-T6 ALUMINUM TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O,g, °C WALL MOUNT SECTION THIS DETAIL MAY MIN EDGE 'I� ANGLES PER BEAM ENO. OR 411 14x3/4"SMS(nl ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN = i�lm G DISTANCE S¢E PER SPAN 7uBE 6"D C AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. SCALE 3"=1'-0" ALSO BE USED SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. U EXISTING ACCESS HOLE m ''I AT TOP STRUCTURE ALT LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. $ EMBED. MAX DESIGN LOAD=z 72 PSF j o g OBEAM SPAN SECTION -GLASS w o J SCALE:3"=1'-0" 8S FOR ASTM ESSENTIAL OR DOOR I FACILITIES SEE TABLE 4 d 13 D FOR HvH2 SEE TABLE 2 m EXISTING W000 FOR YIN.SEPARATION i0 11/23 1/2 z TRUSS OR RAFTER �+. CLASS 4d LZ 24"MAX.O.C. E EXISTING FINISH I i MATERIAL 1/4"MAX FROM PIN GUIDE I O I el 3Q pe 1"x 4"x 1/8"6063-76 SL 16 TO BUSHING WASHER(TYP.) I ALUM TUBE LA THREE :1 1/4"8 WOOD LAG \ w FINISH MATERIAL RN ATE SCREWS WITH 2-3/4" I,LTE � / ■■ PLYWOOD MINIMUM THREADED / 1/4"0 A325 GRADE THRU BOLT Cd 7"0 C PENETR."T"IN WOOD(l IEE OR 5/16"0 A325 GRADE THRU BOLT(9T 12"O.0 EACH RAFTER OF TRUSS, c c 24"O C MAX WHERE 5 6 GAL V.OR S.S. TUBE EXTENDS BEYOND ' EH �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 5"O C W/1-1/4"MIN EMB 6"• EXTEND TUBE TO 2"x 5"x 1/8"6063-T6 OR 11/4"0 LAG SCREW(A 9"0 C W/1-7/8" NEXT TRUSS \ W w °'m ALUM ANGLE W/THREE ^ c \ r w»m 1/4"0 WOOD LAG ' MIN EMB IN WOOD SG=O 42 TOO.55. w=o O SCREWS WITH 2-3/4" COP1Taoa RWE L NTENImO Fl. 1/4-20 S S MACHINE SCREW(� 13 i=Z W MINIMUM THREADED EXISTING CONCRETE. 12"0 C IN BETWEEN TRUSSES vi I-0 15-2338 HOLLOW BLOCK OR WITH 7/2"0 ACCESS HOLE ON L7-.A PENETR."T"IN WOOD Cd 2"x 5"z 1/8"CONT BACKSIDE OF TUBE OR p14 SMS X Z Z m EACH RAFTER OF TRUSS, Efwll: WOOD FRAMING SEE ALUM ANGLE(6063-T 6) (m 6"O.C.MAX.IN BETWEEN a�m a a ANCHOR SCHED BASED O a r 24"OC MAX WHERE PAGE 0u01arTtON: ON TYPE OF STRUCTURE uw o ANGLE EXTENDS BEYON a LAST TRUSS MORE TH IMAX DESIGN LOAD z 72 P S F) 6"• EXTEND ANGLE 3 PASS THRU DETAIL IMAX DESIGN LOAD z 72 P S F 1 NEXT TRUSS OH O 1' TRUSS MOUNT SECTION no 3"= -0" SCALE.3"=t'-0" O GLASS OR DOOR 2 ` FOR ASTM ESSENTIAL 4FACILITIES SEES TABLE I I 7(r lvo EOp465 - GLASS OR Z GLASS OR DOOR 4 0- DOOR m TABLE 2 FOR MIN. 6:w I I FOR A TM 0. FOR o: SEPARATION TO GLASS ___ ___ - �E F w�=t F_�E w� �w7ti I I OT•'. ST7�. oa 4VHZ O m ��� �`f' 4 FOR I/i m TA 4@ FOR w F J N N j O4 2 FOR MIN I w Q- MIN. N 2 m =Z Z ly. �/S� .W N n SEPARATION TO N w 0.O SEPARATION TO UI F 1 O v O L"MIN �r ///O W \IP GLASS X N In W GLASS Z 13 x w¢N A/T a a=w m i o W t J a RADIUS HEADER MOUNTED �>a 13 F L7 I-Q 13 X w O:I Cl CONNECTION TYPE a PARTIAL ELEVATION (�a g W j E w O N REFERENCE ANCHOR ¢N a y w t z I SCHEDULE FOR m SCALE: 3'= 1'-0" Z 20 m 28 Q G SPACING `') 250" ll.lW ON 1•• z .250" 250' vai N If "w / 1/4'o TAPCON 9 24" C6 CONNECTION TYPE �+� g I OC WITH 1-1/4" MINREFERENCE ANCHOR M 8� ' ow m EMBED SCHEDULE FOR MAX w' SPACING jF EXISTING CONCRETE OR / EXISTING LL \ BLOCK ONLY WOOD / STRUCTURE .. \FRAMING&WOOD ANCHORS OT ACCEPTABLE EXISTING HOST STRUCTURE (� OO WALL MOUNT SILL DETAILMxISTING FINISH m n E- \ 1/4"MAX FROM PIN M SCALE:3"=i'-0- ATERIAL w GUIDE TO BUSHING DIST \\ O DECORATIVE FLOOR TRACK DETAIL qR` l.T IN 4"INTERVALS WASHER(TYP 1 w r O F RM U E(SEE N O RECESS SILL DETAIL F1�/ SCALE 3"=1'-0" DETAIL P7 FOR ADDITIONAL SCALE 3"=1'-0" I ^-1r INFO) THE TOP 8 BOTTOM ___ - <Z FASTENER(dl EACH 4"CUT Q o �.G a M \ SEE ANCHOR SCHEDULE BASED a .pm ON CONNECTION TYPE TO '•�BE 1/4"MAX FROM rO=ab d PIN GUIDE TO VERIFY Y ANCHOR SPACING IS ACCEPTABLE 13 �' vvvvvv o00 E BUS HING WASHER $ I T Y P.) E_ N c°m o <o ',....-u:-`' c \ _ o vvvvvv oma a' �g 1/4' MAX FROM PIN p TVP. BOTTOM "' 1/2" TO BUSHING WASHER 1 IDYP) O t o ^Lo EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/NUT(ul 2"0 C 19 CUT AT INTERVALS T — i EXISTING FINISH ORM CURVE(SEE DETAIL b P2 1 �L MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR a t SCHEDULE FOR MAX SPACING(FASTENER 1"x1"xi/8"S 1"x2"x1/8" (d EACH 4"PIECE p■ !A 6063-T6 ALUM ANGLE CUT TO 1"xl"xl/B"S 1"x2"x1/8" laaaa F� MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO Op CURVED TRACK SECTION DETAIL Y¢g Of CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"=1'-0" FRONT AND BACK WHERE OF CUT SHUTTER EXTRUSIONS FRONT OF EXTRUSION IS FRONT AND BACK WHERE CONTINUOUS.REINFORCEMENT FRONT OF EXTRUSION IS E9 IS NOT REQUIRED CONTINUOUS REINFORCEMENT P1 r », IS NOT REQUIRED. s / G 19 G p (D(2) ••/ ■ TT APPROVED MOUNTING MB CONDITION,MIN OF TWO PER MEI'- APPROVED MOUNTING �/' OOIfltlQRIRAMIL®sMIW�E PIECE .4 CONDITION.MIN OF TWO PER 1.5'233$ APPROVED FASTENER AND APPROVED FASTENER AND _ 2 - SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF _ - scA - y P O FASTENERS PER CUT TT EOEFASTENERS PER CUT MAGE DFlGIMON: TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS �i" 13 Pl SCALE: 3"= V-0" P2 SCALE:3"= V-0' — 0 I FRANK �pE�,61.BE549NNARDD,P.E ANCHOR . _ SCHEDULE: CONCRETE \\ 1(111) - - [off TOP FLANGE ANCHA OUTSIDE SPACING ,/4� 2.3"MIN EDGE DISTANCE 5 K.•• •• 7 SECTION XI �•• '1• �� Spens Up To 6'-0" Spans Up To 8'-B" Spans UO To 13'-0" O •' LICENSt. �12CONNTYPE CONN TYPE CONN TYPEANCHOR (psn C1 C2 C3 C/ CS C6 CI C2 C3 C{ CS C6 C1 C2 C3 G CS C6 `* NOPE004654O 1/4•ITW TAPCON OR ELCO 48 16.0"16.0'•16.0"16.0"16.0"16.0"16.0"16.0"10.5'10.0'•16.0 13.0"15.5•'16.0'• 6.5" 6.0" 9.5 9.0 O O O - ' ULTRACON WITH 1-3/4" 52 16.0"16.0"12.5"12.0••16.0"14.5"16.0"16.0" 8.0" 7.0" 13.0 10.0"11.0"10.0 5.0" 4.0" 6.0" 7.0" - * 'D 1 x S(TYP 3 OR 4 HEAOER� LL - O N EMBED(3192psi MIN CONC) 72 16.0"16.0"10.0 9.5" 16.0"12.5"15.5'16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4T4.0" 0" 5.0" 6A" 1 x S INSIDE �t. - ,y 7 BOT FLANGE ANCHOR(SEE SPACING 110 14.5'14.5" 6.0" 5.5" 8.5" 8.5' 9.0" 7.5" 4.0" {.S' 6.0" 7.5" 6.0" 5.0" SECTION X) % ,STATE OF • F m = 200 7.5" 6.0" 5.0" 7.5" B.0" 5.0" 7.5" 6.0" 5.0" SIDE CLOSEST TO OPENIN LS ORIDA 1/4•MILLENIUM M01FA5T 48 16.0"16.0"16.0"16.0"160'16.0"16.0•'16.0"11.0"10.5"16.7'14.0"14.5'14.5• 9.0" 9.5" ls `•••...••• \ ILMIN CONCRETE)ED(3275pK 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.5"14.5' 6.5" 6.0" 9.0", 9.5" 8.S"", 7.0" -45" 6.5" NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING �1'' E of ZW 0 V za 110 13.7'13.0"16.0"15.51, s.o" 9.0" e.o" 7.0" 4.0" 4.5' 6.0" 6.5" s.s' 5.5" SPACING DIAGRAM FOR Ci CONNECTION TYPE: (�Q 9<wvlot 200 T16'.0 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" _ C1 CONNECTION TYPE USING PIECE Q OR Q Zk at 1/4•ELCO CRETEFLEX 554 16.0"16.0 16.7'16.0"16.0"16.016.015.7'16.0"16.0"16.0"16.0"10.0" . . . •Np W/2-EMBED(3350ps1 MIN 62 16.7'16.016.016.016.016.012.0 10.5'16.0"16.0"14.5'13.57.0" 6.58.011.0W 0-w^ CONIC) 72 15.5'14.5"16.0"16.0"16.0"16.010.0 8.5" 12.5'14.0"12.7'10.5" 6.0" S.06.59.S7 /IC OMBINATION 110 9.01' 8.0" 11.5'13.0"12.730.06.05.0" 6.0" 9.0" 10.78.05.04.05.08.0z z 5 17 Y P 1 in 11 / COMBINATION 200 5.0" 4.0" 5.0" 8.0 30.0" 4.0" 5.0' 8.0" 1"MIN EDGE DISTANCE 9 / COMBINATION p 1/4"ITW TAPCON OR ELCO CI C2 C3 G CS 06 CI C2 I C3 I C4 I CS 06 C1 I C2 C3 G CS C6 O ULTRACON WITH 1-3/4" 48 16.0"16.0" 7.5' 7.5" 16.0 7.5" 16.7'16.0" 5§16.0"" 5.5" 1S.W'15.5' 9.5"EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"16.0" 5' 4.0" 10.5" 9.5" 6.0"BED(3192psi MIN CONIC) 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15.5•' " 9.0" 7.5'110 14.0"14.0" 8.58.5' 7.5" ' 7.0" 6.0" 1 x 5 ITYP.I 2 z 5(7YP1200 7.0" 6.0" 7.06.0" 7.0" 6.0" 1/4"MILLENIUM MILLFAST 48 16.0"16.0'13.0"13.0 16.0"13.5"16.7'16.0" 8 " 9.5" 11.5"11.S" 4.5f.07.0" 6.5•' NOTE: "S"INDICATES ANCHOR SCHEDULE SPACINGWITH 1-3/4'EMBED(3275ps1 62 16.0"16.7' 9.0" 8.s" 16.0"10.5'14.7'1sA, 5 " zs" e.0` 7.s" /.5"!5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE:MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.S'11.5' 4 " 6.5•' 6.S" 5.5" 4.5'• - C3 CONNECTION TYPE USING PIECE OO WITH OUTSIDE8110 10.5'10.5' 4.T' 4.0" 6.0" 6.0" 6.55.5" 4.0 5.5 4.5 ANCHORS ONLY H 200 5.5" {.5" 5.5' 4.5" - C4 CONNECTION TYPE USING PIECE ®OR © WITH O,E M MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY 1-1/4- p,'g i6 z 1/4"ALL-POINTS SOLID-SET in g p' ANCHOR W/7/8"EMBED 6 CI C2 C3 G J" 4 CI C2 C3 G CS C6 CI C2 C3 C4 CS C6 ANCHOR NOTES: R 1/4-20 SS MACHINE SCREW 48 16.0'16.0 9.5 9.S" 16.0'16.0 6.0 5.5" 16.0" 7.0" 10.5"11.0' 3.5" 3.5" 6.S' 4.5" cT (30000s1 MIN CONC) 62 16.0 16.0 7.0" 6.5" 13.5":14.S" 1.5" 1.0 9.0 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 72 16.0"16.0`1 S.S' 5.5" 10.5"11.0" 3.S' 3.5' 6.5" 4.5" 6.0" 5.5" 3.0" 3.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). r�eeO 110 10.0 30.W' 3.5• 3.0•• 6.0" 5.7' 3.0" 3.0" 5.0" 4.0" 200 5.0 4.0" 5.0" 4.0" S.0'• 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, " !"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4'ALL-POINTS SOLID-SET EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER Q ANCHOR W/7/8'EMBED A1816. C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN, 1 i/4-20 SS MACHINE SCREW 16.0"16.0"16.0"16.0"16.0"16.0"16.0•'14.0"13.0"16.0"16.0"16.016.08.5' 1.0"'12.0(3000psi MIN CONIC) 16.0"16.0"15.016.016.0 16.016.010.09.015.013.5"12.5"11.56.0" S.5" 7.0" 9.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNEC ION TYPE. 16.0"13.032.016.016.0 16.016.08.57.511.012.0 10.59.0., 5.0" 4.S'15.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE .�II® 16.0`1 8.07.010.011.0 10.59.05.04.55.58.08.57.0" 4.0" 3.5" 4.S' 6.S' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 7.0" 4.0 3.5 4.5 6.5 8.5 7.0 4.0 3.5 4.5 6.5-18.5"17.0-14.0" 3.5" 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. 1/4'POWERS SS DROP-IN C4 ' CS C1 C2 C3 G CS C6 C4 CS C6 C1 C2 C3 C6 ' w/1/a-20 SS BOLT AND Cl C2 C3 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE z I"EMBED(3000psi MDI 48 16.0"L6.0"16.0"16.0"16.0•'16.0"16.W'16.0•'10.0" 9.5" 16.0",13.0"12.0"12.5" 6.0" 5. .........7.5" 9.0 ONLY, a CONIC) 62 16.0"16.0"12.0"11.0"16.0`1 14_5"15.0"16.0" z5" 6S".10.0"110.5" 8.5" 8.0" 7.0 a 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 72 16.0"16.0" 9.5" 9.0" 16.0'12.5'12.0"12.5" 6.0" 5.5" 7.5" 9.0" 7111 6.0" 6.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT pi y q q q ai 110 11.0 11.0" 5.5" 5.0" 6.5' B.5" 7.0" 6.0" 6.0 S.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER }Y$I 200 5.5 5.0" 5.51, 5.0 5.5 5.0" FINISHES. 1/ IPO 20 55 BS DROP-IN Cl C2 C3 G CS C6 Cl-1/22 MIM C3 EDGE C 4ISTA 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 1 CSC6 Cl C2 C3 G CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING e 5 !! II MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR ,9m AND V EMBED(30DDpsi MIN 48 16.0 16.0 16.0` 16.7 16.0"16.0`1 16.0"16.0"11.0•'10.0"16.0"14.0•'13.0'13.0" 6.5" 5.5 8.0 9.5" P., CONC) 62 EIG .0 16.0"13.W'12.0 16.0"15.5'16.0 16.0" 8.0 7.0 10.5.11.01• 9.0­18.0,,15.0 5.0 7.5" SIDE CLOSURE PIECES. $ A 72 .0 16.0 IO.S' 9.S' 16.0"13.5"13.0 13.0" 6.5" 5.5 8.0" 9.5" 7.5 6.5 6.S' S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER } YI .� SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD STUD.3/4" 110 11.56.0" 5.5•' 7.0" 9.0" 7.5" 6.56.56.0G LA 2000" S.0" 5.5" 6.0' S.0" 5.5" 6.0" 5.0" 5.5' EDGE DISTANCE I$ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL 6 HAVE PHILLIPS PAN HEAD OR HEX HEAD. t z 1! 2'MIN EDGE DISTANCE rL B g ie 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN *12 SMS W/2"EYEWALL Cl c2 C3 G CS [gD- J Ci C2 C3 C4 C5 C6 Ci C2 C3 G CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HFAD,TRUSS HEAD,OR WAFER CQMNWFRAKL98e PE. ARMOR INSERT W/2"EMBED 4g 16.0"16.0"13.0 13.0"16.0" 16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5'15.0 5.0" 4.5" 9.0 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000Psi MIN CONC) 62 16.0 16.0" 9.5" 9.0" 16.0" 16.0"16.0" 6.0" 5.5"_12.5' 7.5' 10.5" 9.5" 3.S"1 3.5" 5.5" 5.0" 72 16.7'18.0" 8.0" 7.5" 16.0" 14.5"15.0" 5.0" a.5"!9.0" 6.5" B.5" 7.5" 3.0" f.5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. fCAti: - � � 110 13.5'13.5" 4.5 4.0" 8.0" 8.5" 7.0" 3.0" 0.5 4.0" 7.0 5.5" 3.5" 3.5" r rAGE DaoAimolr: DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 200 7.0" S.5" 3.5" 7.0" 5.5" 3.5" 3.5 7.0 S.S' 3.5" q7- 6 NUT OR WASHER WINGNUT. t12 SMS W/2.75 EYEWALL 48 1 .0"16.016.0"16.0'16.0" 16.0 16.0"11.5"11.0"16.0"14.016.0 16.0' 7.0" 6.5" IS.S10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.ARMOR INSERT W/2.5' 62 16.0"16.013.5"13.0"16.0" 16.T 16.0' 8.5" 8.0" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5"EMBED(2000psi MIN CONC) 72 16.0"16.W'11.0"10.5"16.0" 16.0`'16.0" 7.0" 6.5" 11.5' 9.5" 11.0" 9.5" 4.5" 4.06.0" 11. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO O - 110 16.0"16.0' 6.5' 6.0" 10.5' 11.0" 9.S' 4.5" 4.0" S.S' 6.0" 9.0" 7.5" 3.5' 3.0 4.5 5.0 DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK 2DO 9.0" 1.5" 3.5" 3.0" 4.5" 9.D" 7.5" 3.S' 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 1.5" 5.0" - 2-3/16-MIN EDGE DISTANCE Spans Up To V-0" Spans Up o 6 8 Spans Up To 13'-0" t. CONN TYPE CONN TYPE CONN T"E '2nN.4 1-3/4-EMBED(350OPSi MIN �mmmia/mmmmm///mmmm /mm���/im��m®i/i/mmmm®iaii J-3/4 EMBED(3000psi MINmom©oomm©000mmmo©omom000mo©mommoom©o _.... . ������®�®��®®� /V/a/i/Viii/ • ' �®��®���� • maummmp ®mm� aa� Vial mmiai aioWIN,,ioio.��ai MMMOiiai �/i/�Vali 1/4'ITW TAPCON WITH mi/i Va/ V///Z// 0u�uammmFm®®mmmiaa�iia is 1-1/4-EMBED �mmiai/x m®miia iaa�iai ii%Vial iaaiai ilii m � ' mmmm® a E iia,Mll0/i VO mm�iaiVaam�m'Va%iaiVa iai�iai iaa�iia aom� iao. , . • � - ,_. ............ m%///O///%/////NO///GV00//.%///i%/////,Mai%///%,'////%NMI'VON %/Nm®'///////:%//ai///////•'////ai%/////•''=111,'/////0ON///'wo/o/.'%//%i'////a//////%i%///% m''////ai'///////.%//////////%/////O%////%////.'////ai///////.'////ai///////."'////ai%/////:%//%%/////.%//%'///////.%//%i'////NMa/.VZ//%/////%'/////%///////."'///xl/// 00/1///VZ///.''////ai'///////. mmm9 1=mm =011//%i////i//%W///%i//////%i/// m®®i///%i///m //%////�///////.•'//a/i/////////%i/////.'i///uaua01VO/mmm'/////%//a�%//////."NO//i///,////ail/////.%////, mmi/////,mm"///%//////////,"V////,ro%V/////oV////i////i///Z/,m/mmi///%V///i/////. ///i///%V///i/////%////i///%V/////a/.i////��1 m%////,Van V////,VomV////,%///i////%////i/////.%///,i///,V///i///%V///ii///%//%i///%V////,am/%////V////i/////,%///iii/omro/i///%%//ail///%%//%i'////a/ 1/4 MILLENWM Mi-ASTm��mm���///%i////. ' ®®i/////////i////MM®' MMM� ANCHOR W/1-1/4"EMBED 0MMmj3CmM /w//VZ//ai m'/////%/////%N//%///////:mmmmmmm'/////%%/, ®®' i///%i/////i///%i/�iii/////:'i//ail///%i/// mmm%///%%////ON/1%////.."%///%%//%,'////ai%////: %/// //////i/////.%//ai%////.////%'/////%%/// m%///,%//OV////.'%//ai%/////%///%////.' %////."%%/%//%///i////W////%/a/V///%//O%/////%//%i%/%/%%///%/////%///%///."%///%�/.%///%///i%//�%/// �m®omm®m©m©©o©momm©m©©ommmomo 1/4-20 SS MACHINE SCREW m® m /%i// ®i///%i///i///%i///�®®mmmm®m® /ail/////.m im, '/////%%///%////%/////..%///MOWN%//aim®//////.'%///%////m®%/Zl/,/O//%////m®'%////i////a///// m©mm©mm©mmm©oo©m©o©©mm©mo �e��0. K ai ai is iiiRMOR,rai WO=00,ai/// WI Via Vai�Vai Va/EMEM®®��MUmm®mmmiaa MON//a/i/a//%Vaal is/Valli/iii/iii/iia /i /iii //i E E 2Mm®EMmmmmm®mi//Valii// 'V///%////V////M%%////M%%///%/// %////,® ®®' � /%mmi/// i////,i//%i//%i///i//// //i////%////%///% %//%//%ii///%'//// i///%%///i///%'////%%////%///%%////%///%i%///%%////.%/////•i//// ■mm00DmD©©©mmmm©m000mm0D©0�0m� . . ` ' mmm////i//mm®is//i//i/// a/i//%V/a/i///,Va/®gym • ���i//%V///mm'i///%V///i///%Va/ //%%//%i/////:"%//%i///%V///%///,V///i///%V////,%///%V////,i///%V////,mmmi///,V///i////%"%///'///////:%///%/////.'%///%///%%///%//%/%//%m Emma //%%////'///////.%////i/////:''/////i/////.•V///ii///%V///I=0/.'V///ii/////.'V////i////%///'//////,///////,''/////,V////.%a/i/////%V///i/////,=111ii///%%///ii////V//%i'////%/ - 11 ``1111111 1 :E10"149NARDO,P.E. \l '• LICE ,Y W09/2 J No PE004 fi549 O � . ANCHOR SCHEDULE: WOOD (G=0.55) =��''. STATE OF W M ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) - '-� 'c�ORIDP,.•' �u g Z"MIN EDGE DISTANCE 3/1"MIN EDGE DISTANC! / \„ LL17 }I SDans Up To 6'-0" Spans Up To 8'-8" ns j j 111 LLJ 111 0 =•' i Spans Up To 6'-0" 5 ans Up_7o 8'-8" Soaps Uo To 13'-0" LOAD CONN TYPE CONN TYPE CONN TY Z W 0 U g �i �AD CONN TYPE CONN TYPE CONN TYPE I ANCHOR (� Cl C2 C3 U CS Cl (2 C3 C4 CS Cl C2 C3 C4 CS �I 4 U _ ANCHOR Cl C2 I C3 C4 I CS Cl I C2 C3 C4 I CS Cl C2 C3 I C4 I CS 1/4"UG SCREW WITH 1-3/4 48 16.0'16.0"11.5'11.5"16.0"16.0"16.0" 7.5" 7,0" 16.0"16.0"16.0"_4.5" 4.5" 15.0" Z X g N m 2 1/4"POWERS TAPPER+W/ 48 35.5'15.5" 6.5" 6.5" 15.5'10.5"10.5' 4.0" 4.0" 10.5' 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16A" 8.S' 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5' 3.5" 3.5" 9.5" rc O 1-1/4"EMBED 62 12.0"12.0" 4.5 4.5" 12.0" 7.5" 8.0" 5.0" 4.5' 4 72 16.0'16.0 70 7.0" 16.0"16.0"16.0" 4.5" 4.5" W 50 0 5 30" 30" 75' W O,y J w o w Z 72 10.5'10.5" 4.0" 9.0" 6.0" 6.0" 110 16V 16.(Y' 4.5" 4.0" 13.5"14 0"12-(r 3 0" 2 S' 7 5" 11 S' 9 5" 2 S' 2 0" 6 0•' O _ 110 5.5" 5.5" 200 IL 9.5 2.S' 2.0" 6.0" 11.5' 9.5' 2.S' 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" W 200 h 7/16"WOOD BUSHING WITH 46 16.0"16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" C w W E ;m 012 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0'13.0"13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13"MIN EMBED&1/4-20 12 14.5 14.5 6.5' 6.0" 14.5' 9.S' 10.0" 4.0" 3.5 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" .r 0 ARMOR INSERT W/1-1/4" 62 14.5 14.5 6.0 6.0 14.5 9.5 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" i! SS MACHINE SCREW 72 12.5"12.5" 5.5 S.O. 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" LL EMBED 72 12.5'12.5' 5.0" 4.5' 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.S" 3.5" _ D "LJnnn S1D 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" 8 I'�'ss�p� 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 200 3.5" 3.0" 3: 014 SMS 014 WOOD SCR 48 16.0"16.0"13.0"13.0'16.0"16.0"16.0" 8.5" 8.0" 16.0"16.0"16.0' 5.0" 5.0" 12.0" n 4 WITH I-304WMIN THREAD 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5"12.5' 4.0" 3.5" 7.5" M ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENE7RAf,DN 72 16.0"16.0" 8.0" 7.5 16.0"16.0" 5.0" 5.0 12.0"11.5 10.0" 3.S" 3.0" 6.0" a7 -" wnunwm 110 16.0"16.0" 5.0" 4.5" 10.5"111.0-1 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" 1L 8 4"MIN EDD!DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0"1 7.5"1 2.5" 2 5" 4.S" 9.0" 7.5" 2.S" 2.5" 4.5" Spam Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" 1" LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (P■t) Cl C2 C3 U CS Cl C2 C3 C4 ' C5 Cl I C2 C3 U C5 ANCHOR SCHEDULE: WOOD (G=0.42) �o ° 2-1/4"MIN.EMBED 648 2 16.0"!16.0`16.0"16.0"16.0"16.0"16.0'16.0"16.0'16.0"16.0"16.0"16.0"16.0"10.5' 9.5" 15.5" z 5/1/4 MI .EMBED XL W/ 110 16.0, 16.0'16.0'16.0"16.0"12.5 33.5 16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE 16.0"16.0'IS.S'16.0'16.0"16.0"10.5'�9.5 15.5"14.5"12.5 6.5" S.5" 8.0" G Spans Up To 6'-0" Spans Up To 8'-8" Scans Up To 13'-0" m E 16.d'10.0" 9.0" 14.0"14.5'12.5' 6.5" 5•S" 7.5" 12.0"10.0" 5.5" 4.5" 6.0"_ LOAD CONN TYPE CONN TYPE CONN TYPE E -gi 10.d' 5.5" 4.5" 6.0" 12.0"10.0" S.S" 4.5" 6.0" 12.0"10.0" 5.5" 9.5" 6.0" i ANCHOR Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl U C3 U CS 200 12.0" 5/16"ELCO ULTRACON W/ 46 16.0" 13.5"i 11 V 16.0"16.0"16.0" 8.0" 7.5' 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1.3/4 48_ 16.0"16.0" 9.0" 9.0" 16.0'16.0"116.0" 6.0" 5.5" 16.0"16.0'16.0" 3.5' 3.S" 10.0" 4 E ;s LL 0 2-2/4'MIN.EMBED 62 16.0"'16.0" 9.5" 8.5" 16.0"12.0"12.5 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0'16.0"16.0" 4.5" 4.0" 13.5'11.V110.5" 2.5" 2.S" 6.W' a S 72 16.0"16.0' 7.S' 7.0" 14.0" 9.5' 9.5" 6.0" 72 16.0"16.0" 5.5' 5.5" 16.0'16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" 200_ c 110 15.0"14.5' 3.5' 3.0" 9,0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0' I 200 7.5" 6.0" 2.0" 4.0" 7.5' 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0' _.. C Z"MLI EDGE DISTANCE 0 i14 SMS 014 WERSOOD 172 8 16.0 16.0 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5' 16.0'11.0'31.5 3.5" 3.5" 7.0" Cl C2 C3 U C5 Cl C2 C3 04 CS C3 C2 C3 U CS 0 WITH IR-3 THREAD+ 2 16.0"16.0" 7.0" 6.5 16.0"14.0"15.0' 4.5 4.0"MS' " .0" 7.0" 2.5" 2.5" 4.S' 012 SMS W/2"EYEWALL 48 16.0"16.0",30.5"10.5 16.0"16.0'16.0" 6.5" 6.5" 16.0'12.5'12.5' 4.0" 3.5" 7.5" 3 PENETRATION 16.0"16.0" S.5" S.S' 16.0"11.0"11.5' 3.5' 3.S' .5 5.502.0" 3.5" ARMOR INSERT W/2"EMBED 62 160"160"'7.5" 7.5 16.0"1510 IO.S'10.0" 3.S' 3.0 6.0" 6.S' 5.5" 2.0" 2.0" .0' 4.5 2."6.5" 6.0" 16.0"12.5"_12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" pD 5.0" 4.5" 1.5" .0" 4.5 2.0 2.5" 110 ILS'11.5' 4.0" 3.5" 7.0" 7.0" 6.0" 3.5' 6.0" 5.0" 5^5q yyy 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.W' pipi qy■E 8a �g ANCHOR NOTES:SEE SHEET OOPYNWRWGLOBNAMOPF 10 FOR ANCHOR NOTES. 15_2338 H PAGE DESCRIPTION: ^ 93 C[rS) FMNI(L.BFNNARDO,P.E. (-ROUND WINDOW `�\ �. BEIM PE004Bs49 ASSEMBLY � �� 12"MIN FROM r-EDGE OF ACCORDION _ LL 1 NO PE004654 SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION 0.125• 0.032'�F TOP OR BOTTOM SHUTTER BLADES -0IT1Lf = 0.032' 40.125' � .o p '• I' 'I d � Q STATE OF '•..•FL0R10�'. �' W Vin 2fi 0.196• - k �'�;s /ONAV- ? W ~a S E (Q E 45° / \ 2'n� 7j 1111111111\ W LLN 1 f$0 ZW owuj g 1 � N.IW9O 2.875"0 HOLE TO RECEIVE ROUND 3.5 MIN r><r WINDOW ASSEMBLY TYRICAL ZX «9 WW 11 O�W = 02.875'` 41-0.188• 2.875'0 HOLE(TO RECEIVE 3 E is 03.250" ROUND WINDOW ASSEMBLY) N K s W MAXIMUM OF 3 WINDOWS o w A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE '0° N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW 2 LIGHT-N-VIEW WINDOW in ASSEMBLY 13N.T.S. EXTERIOR ELEV � � Y 12'MIN FROM f a � EDGE OF SHUTTER, EDGE OF ACCORDION y1 99a m TOP OR BOTTOM $MUTTER BLADES i RECTANGULAR WINDOW ASSEMBLY r a 1 BLADE W ROUND WINDOW �"/ij � N.T.S. EXTERIOR ELEV a D _ EDGE OF ACCORDION 13 2.210" , SHUTTER BLADES —� 111 �— 1.210" o QiXYtl rO --i 118• D DD DD 0.145' 0.145' o 1.500•x 6.000' OLE(TO RECEIVE WINDOW ASSEMBLY) 1.500"z 6.000•HOLE RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE •093• '02' RECTANGULAR WIN DOW OO 3N.T.S. EXTERIOR ELEV - :1 3.5'MIN TYPICAL 0. 0.500" a� aoaae �'Ee�aI p 3.5•MIN. RECTANGULAR WINDOW ~ RECTANGULAR WINDOW NOTES: Ep 6 TYPICAL ('--� ASSEMBLY A (EXT.) 1. THE RECTANGULAR WINDOW SHOWN IN 0.351- 5/13 IS MADE FROM GE XL10 IFXAN WITH O O ��� 0.075•MINIMUM THICKNESS. •a �' 2. FRAME FOR RECTANGULAR WINDOW MAY �y! : : $ // BE NYLON 6 OR POLYCARBONATE WITH A ! �R 0.145" .. �� i MINIMUM THCdYFAW FPAWLM3NW0Pi ICKNESS OF 0.161".ATTACH To BLADE H NH(6)1-4 SS scREws OR 15-2338 L___J 1.856• �0.177• .3sr BOLTS WITH NUTS. _ 1 11 A SECTION A-A PAW M/ORIRON, a BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13N.T.S. EXTERIOR ELEV o9`�