HomeMy WebLinkAboutShutters Accordion Product Information1---6.8 ACCORDION SHUTTERFOR USE WITHIN AND OUTSIDE THE HVHZOFC:\Users\colby\Engineering Express\Production - Documents\Projects\20-26156 - FL13757.1 - 6.8 Accordion Shutter\WP\2020 FBC\20-26156d - FL13757.1 - DWG.dwg01/27/2021 - 10:39am colby
2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885VISIT ECALC.IO/26156FOR SITE SPECIFIC DEVIATIONS& MORE INFORMATION ABOUT THIS DOCUMENTOR SCAN THIS QR CODEVISIT ENGINEERINGEXPRESS.COM/STOREFOR ADDITIONAL PLANS, REPORTS & RESOURCESTABLE 1 AND 2 NOTES:1.HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARDCOUNTY FLORIDA.2.DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPANSCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGNPRESSURES AT EACH RESPECTIVE SHUTTER SPAN.3.THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE ANDOUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETEBEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FORTHIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURESAS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THEHOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGNPRESSURES ARE AWAY FROM THE HOST STRUCTURE.4.LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOTPERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALLBE USED.TABLE 3 AND 4 NOTES:1.NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY ANDBROWARD COUNTY FLORIDA.2.DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE AREMAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN.3.SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCALMUNICIPALITY ADOPTS ADDITIONAL CRITERIA.4.THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTERBEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD ORCONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.5.LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANSBETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHERSPAN SHALL BE USED.TABLE 1ALLOWABLE SPAN SCHEDULEFOR USE WITHIN THE HVHZDESIGNWINDLOAD (PSF)HVHZPOSITIVEWIND LOADWITHUNIMATEHVHZPOSITIVE WINDLOAD WITHCENTERMATESHVHZNEGATIVEWIND LOADALLMOUNTINGCONDITIONS**23.9156''156''156''25.0154''156''156''30.0147''156''156''35.0142''150''156''40.0137''145''156''45.0133''141''156''50.0129''137''156''55.0126''134''155''60.0124''131''148''65.0121''129''143''70.0119''126''137''75.0117''124''133''80.0115''122''128''85.0113''120''125''90.0112''118''121''95.0110''117''118''100.0109''115''115''105.0107''112''112''110.0106''110''110''115.0105''107''107''120.0104''105''105''125.0--103''130.0--101''135.0--99''140.0--95''145.0--92''150.0--89''155.0--86''160.0--83''165.0--81''170.0--78''175.0--76''180.0--74''185.0--72''190.0--70''195.0--68''200.0--66''TABLE 4MINIMUM SEPARATION FROM GLASSNON-HVHZPOSITIVEDESIGNPRESSURE(PSF)SHUTTERSPANMINIMUM SEPARATIONFROM GLASSINSTALLATIONS
$%29(GRADE(IN.)INSTALLATIONS> 30' ABOVEGRADE(IN.)3060''3.1''1.1''99''3.1''1.4''120''3.1''1.9''156''5.8''3.5''4060''3.1''1.1''99''3.1''1.5''108''3.1''1.8''120''3.1''2.2''132''5.8''2.7''156''5.8''4.3''5060''3.1''1.1''99''3.1''1.7''108''3.1''2.0''120''3.1''2.5''132''5.8''3.1''156''5.8''5.2''6060''3.1''1.1''99''3.1''1.8''108''3.1''2.1''120''3.1''2.7''148''5.8''5.0''7060''3.1''1.1''84''3.1''1.5''99''3.1''1.9''120''3.1''3.0''137''5.8''4.5''9060''3.1''1.2''84''3.1''1.6''99''3.1''2.2''120''3.7''3.6''121''5.8''3.7''11060''3.1''1.2''84''3.1''1.8''99''3.1''2.5''110''3.3''3.3''12060''3.1''1.2''84''3.1''1.8''99''3.1''2.6''105''3.1''3.0''TABLE 3ALLOWABLE SPANSCHEDULENON-HVHZDESIGNWINDLOAD(PSF)POSITIVE ANDNEGATIVE WINDLOAD ALLMOUNTINGCONDITIONS**50.0156''55.0155''60.0148''65.0143''70.0137''75.0133''80.0128''85.0125''90.0121''95.0118''100.0115''105.0112''110.0110''115.0107''120.0105''125.0103''130.0101''135.099''140.095''145.092''150.089''155.086''160.083''165.081''170.078''175.076''180.074''185.072''190.070''195.068''200.066''TABLE 2MINIMUM SEPARATION FROM GLASSFOR USE WITHIN THE HVHZPOSITIVEDESIGNPRESSURE(PSF)SHUTTERSPANMINIMUM SEPARATIONFROM GLASSINSTALLATIONS
$%29(GRADE(IN.)INSTALLATIONS> 30' ABOVEGRADE(IN.)29.3156''5.7''3.5''3060''3.0''1.1''99''3.0''1.5''120''3.0''1.9''156''5.7''3.5''4060''3.0''1.1''99''3.0''1.6''108''3.0''1.8''120''3.0''2.2''132''5.7''2.8''145''5.7''3.5''5060''3.0''1.1''99''3.0''1.7''108''3.0''2.0''120''3.0''2.5''137''5.7''3.5''6060''3.0''1.2''99''3.0''1.9''108''3.0''2.2''131''5.7''3.5''7060''3.0''1.2''84''3.0''1.5''99''3.0''2.0''126''5.7''3.5''9060''3.0''1.2''84''3.0''1.7''99''3.0''2.3''118''3.5''3.5''11060''3.0''1.3''84''3.0''1.8''99''3.0''2.5''110''3.3''3.3''12060''3.0''1.3''84''3.0''1.9''105''3.1''3.1''OR&OR&** FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEETABLE C ON SHEET 6/13** FOR BUILDOUT MOUNT MAXIMUMSPANS AND PRESSURES, SEETABLE C ON SHEET 6/13SEE NOTE 3 BELOW04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885GENERAL NOTES:1.THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDINGCODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANEZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE(IRC). THIS SYSTEM MEETS MISSILE LEVEL "D". SEE PRODUCT EVALUATION REPORT FOR MOREINFORMATION.2.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BEDETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSUREREQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDABUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURECAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.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 DIVIDED BY A 1.5SAFETY FACTOR.5.THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WINDZONES, IN ACCORDANCE WITH ASTM E1996. IT IS ACCEPTABLE BY CODE UNLESS OPTIONALCRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.6.NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WINDLOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN.7.DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEDOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FORWIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16, A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED.8.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE.9.THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALLONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAMEPRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15OF THE FLORIDA ADMINISTRATIVE CODE.10.THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMTHE STRUCTURAL SUBSTRATES DETAILED HEREIN.11.WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDINGOFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED ANDSEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THEDEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL.12.EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUMINFORMATION:13.ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25K.S.I.14.ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A0,1,0807(16,/(675(1*7+2).6,8213235,9(766+$//%(25ALUM. ALLOY.15.ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK ORBOX LOCK AT CENTER OR SIDE CLOSURE.16.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.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".19.ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.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 THEABOVE-NOTED BUILDING CODE22.THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEINGREVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THEBACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGNPRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE ANDNEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE.23.SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACKTOWN & COUNTRY INDUSTRIESFORT LAUDERDALE, FL9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330TAS 201, 202 & 203FLORIDA PRODUCT APPROVAL NUMBER04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#98857911101.75"MAX.
3.5" MAX.
2.25"
MAX.04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#98852.779"1.625"0.085"0.125"0.050"0.085"3.779"04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885EDGEDIST.EMBED.EDGEDIST.EDGEDIST.EMBED.FOR GREATER SPANS OR LOADSTHAN SHOWN IN END STRIPSCHEDULE, END STRIPS REQUIRE A1"X1" .090" CLIP ANGLE MID SPANUSING ANY ANCHOR ON THEANCHOR SCHEDULE & #14x3/4" TEKSCREW OR 1/4-20 BOLT TO ENDSTRIP.PSFSPAN1" B/O (2.7")62108''72100''8294''11280''13275''2" B/O (3.7")6295''7288''8283''3" B/O (4.7")6286''7279''8274''1.5"x3"x0.093"ANGLE4593''5287''5783''6081''6478''7075''7373''2"x3"x0.125"ANGLE45139''52129''57123''60120''64116''70111''73109''END STRIP SCHEDULE2"x4"x0.125"ANGLE45145''52135''57129''60125''64121''70116''73114''ALT. B/O62110''72102''8295''11281''13275''04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#98852"x2"x1/8"No B/OTABLE A (CC3)PSF62728292102120150200130"124"119"114"110"104"97"88"188"179"172"165"160"147"131"114"3"x3"x1/8"No B/OPRESSURE VS ALLOWABLE LENGTH2"x2"x1/8"WITH B/OTABLE B (CC4)PSF62728292102120150200113"107"101"95"90"83"74"64"166"157"147"139"132"122"109"94"3"x3"x1/8"WITH B/OPRESSURE VS ALLOWABLE LENGTH0.9" MIN. THICK 6061-T6ALUM TRACK FASTENEDTO ANGLE WITH 1/4-20MACHINE SCREWS AT 3"FROM ENDS AND 9" O.C.FOR THE BALANCEANGLE FASTENED TOEXISTING 3 KSICONCRETE HOSTSTRUCTURE WITH14'(:$/78/75$&216(OR MILLENIUM MILLFASTW. T&C ULTRACOTE) AT 3"FROM ENDS AND 4" O.C.FOR BALANCE WITH 134"MIN EMBEDMENT AND 212"MIN EDGE DISTANCE,STAGGERED WITH 3" MIN.SPACING, TYP.2" x 3" x 18" xCONTINUOUS OR 2" x2" x 18" x CONTINUOUS6061-T6 ALUMINUMANGLEEXISTING CONCRETEHOST STRUCTURE (3000PSI MIN) APPLICABLE AT TOPAND/OR BOTTOM2-1/2" MIN.1/2" MIN.1"2.175"1"2" OR 3"2"125 IN.+/-30.1 PSF121 IN.+/-31.1 PSF118 IN.+/-31.9 PSF115 IN.+/-32.7 PSF112 IN.+/-33.6 PSF110 IN.+/-34.2 PSF107 IN.+/-35.2 PSF105 IN.+/-35.9 PSF103 IN.+/-36.5 PSF101 IN.+/-37.3 PSF99 IN.+/-38.0 PSF95 IN.+/-39.6 PSF92 IN.+/-40.9 PSF89 IN.+/-42.3 PSF86 IN.+/-43.8 PSF83 IN.+/-45.4 PSF81 IN.+/-46.5 PSF78 IN.+/-48.3 PSF76 IN.+/-49.5 PSF74 IN.+/-50.9 PSF72 IN.+/-52.3 PSF70 IN.+/-53.8 PSF68 IN.+/-55.4 PSF66 IN.+/-57.0 PSFTABLE C:ALLOWABLE SPANSCHEDULE FORBUILDOUT MOUNT(DETAIL F)MAXSHUTTERSPANMAXDESIGNPRESSURE04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#988504/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885SPAN TUBE SCHEDULE NOTES:1.USE 2"x3"x1/4" OR 2"x5"x1/4" ANGLES FOR 2"x5" & 2"x6" BEAMS.2.USE 2"x5"x1/4" ANGLES FOR 2"x8" & 2"x10" BEAMS.3.USE BEAM SCHEDULE FOR DETAIL J.4.TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR INCOMBINATION WITH OTHER CONNECTION DETAILS. WHERE USEDTOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS.5.SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITHSHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID-SPANTUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS,ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKENAS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM.6.LAP BEAMS ARE NOT ALLOWED.7.ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.SPAN TUBE SCHEDULETUBESIZESHUTTERSPANALLOWABLE TUBESPANNUMBER OFTHRU-BOLTSNUMBER OFANCHORS PERANGLEMINIMUM ANGLELENGTHTOPTUBEBOTTOMTUBETOPTUBEBOTTOMTUBETOPTUBEBOTTOMTUBETOPTUBEBOTTOMTUBE2"x5"x0.125"60''123.8''135.2''22234''7''96''101.7''106.9''22337''7''123''89.9''94.4''22337''7''2"x6"x0.125"60''129.1''157.0''22234''7''96''114.8''124.1''22337''7''123''102.8''109.6''224410''10''2"x8"x0.125"60''138.0''196.9''22337''7''96''122.7''155.7''22347''10''123''115.4''137.5''234510''13''2"x10"x0.1875"60''158.1''240.0''22347''10''96''140.6''229.9''234610''16''123''132.2''203.1''345713''19''04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885U U
U U
U U
U U
U U
U U
04/23/2021
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2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885ANCHOR NOTES:1.SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BELIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (Pg 1).2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OREQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERTHAN OR EQUAL TO SHUTTER SPAN.3.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.4.EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETEBLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPERANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATECONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OFCONNECTION TYPE.5.ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETEONLY.6.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENTLENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHERFINISHES.7.WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONSVARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMINGMEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FORSIDE CLOSURE PIECES.8.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALLHAVE PHILLIPS PAN HEAD OR HEX HEAD.9.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS INBASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFERHEAD (SIDEWALK BOLT), U.O.N.DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHER WINGNUT.10.MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.11.WHEN ANCHORING TO HOLLOW BLOCK, SDS DRILLS SHOULD NOT BE USED TODRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALLCONCRETE SCREWS TO HOLLOW BLOCK.12.ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE.HOSTSTRUCT.2.5" MIN EDGE DISTANCELOAD(psf)$1&+25CONCRETE 1/4" ITW TAPCON OR DEWALTULTRACON WITH 1-3/4"EMBED (3192psi MIN CONC)1/4" MILLENIUM MILLFASTWITH 1-3/4" EMBED (3275psiMIN CONCRETE)1/4" DEWALT CRETEFLEXSS4 W/ 2" EMBED (3350psiMIN CONC)1/4" ITW TAPCON OR DEWALTULTRACON WITH 1-3/4"EMBED (3192psi MIN CONC)BED (3192psi MIN CONC)1/4" MILLENIUM MILLFASTWITH 1-3/4" EMBED (3275psiMIN CONCRETE)1/4" ALL-POINTS SOLID-SETANCHOR W/ 7/8" EMBED &1/4-20 SS MACHINE SCREW(3000psi MIN CONC)1/4" ALL-POINTS SOLID-SETANCHOR W/ 7/8" EMBED &1/4-20 SS MACHINE SCREW(3000psi MIN CONC)1/4" DEWALT SS DROP-INW/ 1/4-20 SS BOLT AND1" EMBED (3000psi MINCONC)1/4" DEWALT SS DROP-INW/ 1/4-20 SS BOLT AND1" EMBED (3000psi MINCONC)ANCHOR SCHEDULE: CONCRETESpans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5486272110200486272110200486272110200486272110200486272110200486272110200486272110200486272110200486272110200C6C6C61" MIN EDGE DISTANCE1-1/4" MIN EDGE DISTANCE3" MIN EDGE DISTANCE2-5/8" MIN EDGE DISTANCE3-1/2" MIN EDGE DISTANCE16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''15.5''14.5''16.0''16.0''16.0''9.0''8.0''11.5''10.0''8.0''5.0''4.0''5.0''16.0''16.0''16.0''15.0''16.0''16.0''16.0''12.0''10.5''16.0''16.0''16.0''10.0''8.5''12.5''12.0''10.0''6.0''5.0''6.0''10.0''8.0''5.0''4.0''5.0''16.0''16.0''10.0''8.5''12.5''14.5''13.5''7.0''6.5''8.0''12.0''10.5''6.0''5.0''6.5''10.0''8.0''5.0''4.0''5.0''10.0''8.0''5.0''4.0''5.0''C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C6C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C6C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C6C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C6C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C616.0''16.0''9.5''9.5''16.0''16.0''16.0''7.0''6.5''16.0''16.0''16.0''5.5''5.5''16.0''10.0''10.0''3.5''3.0''6.0''5.0''4.0''16.0''16.0''6.0''5.5''16.0''13.5''14.5''4.5''4.0''9.0''10.5''11.0''3.5''3.5''6.5''6.0''5.0''3.0''5.0''4.0''10.5''11.0''3.5''3.5''6.5''7.5''7.0''4.0''6.0''5.5''3.0''5.0''4.0''5.0''4.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''15.0''16.0''16.0''16.0''13.0''12.0''16.0''16.0''16.0''8.0''7.0''10.0''8.5''7.0''4.0''3.5''4.5''16.0''16.0''14.0''13.0''16.0''16.0''16.0''10.0''9.0''15.0''16.0''16.0''8.5''7.5''11.0''10.5''9.0''5.0''4.5''5.5''8.5''7.0''4.0''3.5''4.5''16.0''16.0''8.5''7.5''11.0''12.5''11.5''6.0''5.5''7.0''10.5''9.0''5.0''4.5''5.5''8.5''7.0''4.0''3.5''4.5''8.5''7.0''4.0''3.5''4.5''16.0''16.0''16.0''16.0''16.0''16.0''16.0''12.0''11.0''16.0''16.0''16.0''9.5''9.0''16.0''11.0''11.0''5.5''5.0''6.5''5.5''16.0''16.0''10.0''9.5''16.0''15.0''16.0''7.5''6.5''10.0''12.0''12.5''6.0''5.5''7.5''7.0''6.0''5.5''12.0''12.5''6.0''5.5''7.5''8.5''8.0''7.0''6.0''5.5''5.5''16.0''16.0''16.0''16.0''16.0''16.0''16.0''13.0''12.0''16.0''16.0''16.0''10.5''9.5''16.0''12.0''11.5''6.0''5.5''7.0''6.0''5.0''16.0''16.0''11.0''10.0''16.0''16.0''16.0''8.0''7.0''10.5''13.0''13.0''6.5''5.5''8.0''7.5''6.5''6.0''5.0''13.0''13.0''6.5''5.5''8.0''9.0''8.0''5.0''5.0''7.5''6.5''6.0''5.0''6.0''5.0''16.0''16.0''16.0''13.0''8.0''16.0''16.0''14.0''9.0''8.0''14.0''11.0''9.5''8.0''8.0''10.0''8.0''7.0''4.5''7.0''5.5''4.5''3.0''4.5''3.5''3.0''16.0''16.0''16.0''11.0''6.5''16.0''13.5''12.0''8.0''6.5''12.0''9.0''8.0''6.5''6.5''16.0''14.5''12.5''8.5''5.0''13.0''10.5''9.0''6.0''5.0''9.0''7.0''6.0''5.0''5.0''16.0''15.5''13.5''9.0''5.5''14.0''11.0''9.5''6.5''5.5''9.5''7.5''6.5''5.5''5.5''16.0''16.0''16.0''16.0''16.0''16.0''16.0''12.5''12.0''16.0''16.0''16.0''10.0''9.5''16.0''14.5''14.5''6.0''5.5''8.5''7.5''6.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''13.0''12.0''16.0''16.0''16.0''10.5''9.5''16.0''13.0''13.0''6.0''5.5''8.0''6.5''5.5''16.0''16.0''10.5''10.0''16.0''16.0''16.0''8.0''7.0''13.0''15.5''16.0''6.5''6.0''9.5''9.0''7.5''4.0''4.5''7.5''6.0''16.0''16.0''11.0''10.5''16.0''16.0''16.0''8.0''7.0''12.0''14.5''14.5''6.5''6.0''9.0''8.0''7.0''4.0''4.5''6.5''5.5''15.5''16.0''6.5''6.0''9.5''11.0''10.0''5.0''4.0''6.0''9.0''8.0''4.0''5.0''7.5''6.0''7.5''6.0''14.5''14.5''6.5''6.0''9.0''10.0''9.0''5.0''4.0''5.5''8.5''7.0''4.0''4.5''6.5''5.5''6.5''5.5''16.0''14.5''12.5''8.5''5.0''16.0''15.5''13.5''9.0''5.5''13.0''10.0''9.0''6.0''5.0''14.0''11.0''9.5''6.0''5.5''9.0''7.0''6.0''5.0''5.0''9.5''7.5''6.5''5.5''5.5''16.0''16.0''7.5''7.5''16.0''16.0''16.0''5.5''5.5''16.0''16.0''16.0''4.5''4.5''16.0''14.0''14.0''8.5''7.0''6.0''16.0''16.0''13.0''13.0''16.0''16.0''16.0''9.0''8.5''16.0''16.0''16.0''7.5''7.0''16.0''10.5''10.5''4.5''4.0''6.0''5.5''4.5''16.0''16.0''5.0''4.5''16.0''16.0''16.0''12.5''15.0''15.5''9.5''8.5''7.5''4.5''7.0''6.0''16.0''16.0''8.0''7.5''16.0''14.0''15.0''5.5''5.0''9.5''11.5''11.5''4.5''4.0''7.0''6.5''5.5''5.5''4.5''15.0''15.5''9.5''10.5''9.5''6.0''9.0''7.5''4.5''7.0''6.0''7.0''6.0''11.5''11.5''4.5''4.0''7.0''8.0''7.5''4.5''6.5''5.5''5.5''4.5''5.5''4.5''7.5''6.0''5.0''13.5''10.5''9.5''6.0''5.5''4.0''9.5''7.5''6.5''4.0''6.5''5.0''4.5''#12 SMS W/ 2" EYEWALLARMOR INSERT W/ 2" EMBED(2000psi MIN CONC)#12 SMS W/ 2.75" EYEWALLARMOR INSERT W/ 2.5"EMBED (2000psi MIN CONC)4862721102004862721102002" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C6C6C616.0''16.0''13.0''13.0''16.0''16.0''16.0''9.5''9.0''16.0''16.0''16.0''8.0''7.5''16.0''13.5''13.5''4.5''4.0''8.0''7.0''5.5''3.5''16.0''16.0''16.0''16.0''16.0''16.0''16.0''13.5''13.0''16.0''16.0''16.0''11.0''10.5''16.0''16.0''16.0''6.5''6.0''10.5''9.0''7.5''3.5''3.0''4.5''16.0''16.0''8.0''7.5''16.0''16.0''16.0''6.0''5.5''12.5''14.5''15.0''5.0''4.5''9.0''8.5''7.0''3.0''4.5''7.0''5.5''3.5''16.0''16.0''11.5''11.0''16.0''16.0''16.0''8.5''8.0''16.0''16.0''16.0''7.0''6.5''11.5''11.0''9.5''4.5''4.0''5.5''9.0''7.5''3.5''3.0''4.5''14.5''15.0''5.0''4.5''9.0''10.5''9.5''3.5''3.5''5.5''8.5''7.5''3.0''4.5''7.0''5.5''3.5''7.0''5.5''3.5''16.0''16.0''7.0''6.5''11.5''13.5''12.0''5.5''4.5''7.5''11.0''9.5''4.5''4.0''6.0''9.0''7.5''3.5''3.0''4.5''9.0''7.5''3.5''3.0''4.5''13.5''10.5''9.5''6.0''3.5''16.0''15.5''13.5''9.0''5.0''9.5''7.5''6.5''4.0''3.5''14.0''11.0''9.5''6.0''5.0''6.5''5.0''4.5''3.5''3.5''9.5''7.5''6.0''5.0''5.0''04/23/2021
11---OFC:\Users\colby\Engineering Express\Production - Documents\Projects\20-26156 - FL13757.1 - 6.8 Accordion Shutter\WP\2020 FBC\20-26156d - FL13757.1 - DWG.dwg01/27/2021 - 10:39am colby
2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885HOSTSTRUCT.2-3/16" MIN EDGE DISTANCELOAD(psf)$1&+25CONCRETE 5/16" ITW TAPCON XL WITH1-3/4" EMBED (2899psi MINCONC)5/16" DEWALT ULTRACONWITH 1-3/4" EMBED (3500psiMIN CONC)3-1/8" MIN EDGE DISTANCEANCHOR SCHEDULE: CONCRETE (CONT.)ANCHOR NOTES: SEE SHEET10 FOR ANCHOR NOTES.1/4" DEWALT TAPPER+ W/1-3/4" EMBED (3000psi MINCONC)HOSTSTRUCT.1" MIN EDGE DISTANCELOAD(psf)$1&+25HOLLOW CONCRETE BLOCK 1/4" ITW TAPCON WITH1-1/4" EMBED1/4" DEWALT ULTRACONWITH 1-1/4" EMBED2-1/2" MIN EDGE DISTANCE1-1/4" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C51/4" ALL-POINTS SOLID-SETANCHOR W/ 7/8" EMBED &1/4-20 SS MACHINE SCREW2" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C53" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C55/16" ITW TAPCON XL WITH1-3/4" EMBED4" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C51-9/16" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C55/16" DEWALT ULTRACONWITH 1-1/4" EMBED3-1/8" MIN EDGE DISTANCEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKSpans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C6C1C2C3C4C5C1C2C3C4C5Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C54862721102004862721102004862721102001/4" MILLENIUM MILLFASTANCHOR W/ 1-1/4" EMBED486272110200486272110200486272110200486272110200486272110200486272110200C5C6C6C6C6C616.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''14.0''13.0''16.0''16.0''16.0''8.5''7.5''10.5''9.0''7.5''4.5''4.0''4.5''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''15.0''16.0''16.0''16.0''9.5''8.0''11.0''9.5''8.0''5.0''5.0''16.0''16.0''15.0''13.5''16.0''16.0''16.0''10.5''9.5''15.5''16.0''16.0''9.0''8.0''11.5''10.5''9.0''5.5''4.5''5.5''9.0''7.5''4.5''4.0''4.5''16.0''16.0''16.0''15.5''16.0''16.0''16.0''12.0''11.0''16.0''16.0''16.0''10.0''9.0''12.0''11.5''10.0''6.0''5.0''6.0''9.5''8.0''5.0''5.0''16.0''16.0''9.0''8.0''11.5''13.0''12.0''6.5''5.5''7.5''11.0''9.5''5.5''4.5''5.5''9.0''7.5''4.5''4.0''4.5''9.0''7.5''4.5''4.0''4.5''16.0''16.0''10.0''9.0''12.0''14.0''13.0''7.5''6.5''8.0''11.5''10.0''6.5''5.5''6.0''9.5''8.0''5.0''5.0''9.5''8.0''5.0''5.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''14.5''13.0''16.0''16.0''16.0''8.5''7.5''10.5''9.0''7.5''4.5''4.0''4.5''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''16.0''16.0''16.0''10.5''9.0''12.0''10.5''8.5''5.5''5.0''16.0''16.0''15.0''14.0''16.0''16.0''16.0''11.0''9.5''16.0''16.0''16.0''9.0''8.0''12.0''11.0''9.5''5.5''4.5''6.0''9.0''7.5''4.5''4.0''4.5''16.0''16.0''16.0''16.0''16.0''16.0''16.0''13.0''12.0''16.0''16.0''16.0''11.0''9.5''13.5''12.5''11.0''6.5''5.5''6.5''10.5''8.5''5.5''5.0''16.0''16.0''9.0''8.0''12.0''13.5''12.5''6.5''6.0''7.5''11.5''10.0''5.5''5.0''6.0''9.0''7.5''4.5''4.0''4.5''9.0''7.5''4.5''4.0''4.5''16.0''16.0''11.0''9.5''13.5''15.5''14.0''8.0''7.0''8.5''13.0''11.0''7.0''6.0''7.0''10.5''8.5''5.5''5.0''10.5''8.5''5.5''5.0''1-1/2" MIN EDGE DISTANCE3" MIN EDGE DISTANCE16.0''16.0''10.0''10.0''16.0''16.0''16.0''7.0''7.0''16.0''16.0''16.0''6.0''5.5''16.0''10.0''10.0''6.0''5.0''4.0''C1C2C3C4C6C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C1C2C3C4C5C5C6C6C6C6C616.0''16.0''6.0''6.0''16.0''13.5''14.5''4.5''4.0''9.0''11.0''11.0''6.5''6.0''5.5''5.0''4.0''11.0''11.0''6.5''7.5''7.0''6.5''5.5''5.0''4.0''5.0''4.0''16.0''16.0''16.0''16.0''16.0''16.0''16.0''12.5''12.0''16.0''16.0''16.0''10.5''9.5''16.0''15.0''15.0''6.0''5.5''9.0''7.5''6.5''4.0''16.0''16.0''11.0''10.0''16.0''16.0''16.0''8.0''7.0''13.5''16.0''16.0''6.5''6.0''10.0''9.5''8.0''4.0''5.0''7.5''6.5''4.0''16.0''16.0''6.5''6.0''10.0''11.5''10.5''5.0''4.5''6.5''9.5''8.5''4.0''5.0''7.5''6.5''4.0''7.5''6.5''4.0''7.5''7.5''3.0''3.0''7.5''5.0''5.0''5.0''3.0''3.0''6.0''6.0''6.0''3.5''4.0''5.0''5.0''4.5''3.0''3.0''11.5''11.5''6.5''6.5''11.5''8.0''8.0''7.5''4.5''4.5''9.0''9.0''4.5''4.0''9.0''5.5''6.0''7.5''7.5''6.5''4.5''4.5''4.0''4.0''14.0''14.0''6.0''6.0''14.0''9.5''9.5''9.0''5.5''5.5''10.5''10.5''4.0''4.0''10.5''6.5''7.5''4.5''4.0''9.0''9.0''8.0''5.5''5.5''5.0''5.0''10.5''10.5''6.5''6.5''10.5''7.0''7.0''3.5''3.5''7.0''4.0''4.0''8.0''8.0''4.5''4.0''8.0''5.0''5.5''3.5''3.0''7.0''7.0''3.5''3.0''6.0''4.0''4.0''3.5''3.5''11.5''11.5''6.0''6.0''11.5''8.0''8.0''7.5''4.5''4.5''9.0''9.0''4.0''4.0''9.0''5.5''6.0''7.5''7.5''6.5''4.5''4.5''4.0''4.0''15.0''15.0''9.0''9.0''15.0''10.5''10.5''5.0''5.0''10.0''6.0''6.0''11.5''11.5''6.0''5.5''11.5''7.5''8.0''5.0''4.0''4.0''10.0''10.0''5.0''4.5''9.0''6.0''6.0''5.5''5.5''16.0''16.0''9.5''9.5''16.0''16.0''16.0''6.0''5.5''16.0''9.5''9.5''3.5''3.0''5.5''16.0''16.0''7.0''6.5''16.0''11.5''12.5''4.0''4.0''8.0''6.5''6.0''3.5''15.5''15.5''5.5''5.0''14.0''9.5''9.5''3.5''3.0''5.5''5.5''4.5''3.0''8.5''8.5''3.5''3.0''5.0''5.5''4.5''4.5''3.5''4.5''3.5''4.5''3.5''4.5''3.5''16.0''16.0''11.5''11.5''16.0''12.0''12.0''6.5''6.0''11.5''6.5''7.0''4.0''4.0''13.0''13.0''8.0''7.5''13.0''8.5''9.0''4.5''4.0''5.5''4.5''4.5''11.5''11.5''6.5''5.5''10.0''6.5''7.0''4.0''4.0''4.0''6.0''6.0''4.0''10.5''10.5''5.5''5.5''10.5''7.5''7.5''7.0''8.0''8.0''8.0''5.0''5.5''7.0''7.0''6.0''16.0''16.0''10.5''10.5''16.0''12.5''12.5''6.0''5.5''12.5''7.5''7.5''14.5''14.5''7.0''6.5''14.5''9.0''10.0''6.0''5.0''12.5''12.5''6.0''5.5''11.0''7.5''7.5''6.5''6.5''16.0''16.0''16.0''12.0''7.0''16.0''16.0''16.0''14.0''8.5''16.0''14.5''12.5''8.5''7.0''16.0''16.0''15.0''10.0''8.5''12.5''10.0''8.5''7.0''7.0''15.0''11.5''10.0''8.5''8.5''16.0''16.0''16.0''12.0''7.5''16.0''16.0''16.0''15.5''9.0''16.0''15.0''13.0''8.5''7.5''16.0''16.0''16.0''10.5''9.0''13.0''10.0''8.5''7.5''7.5''16.0''12.5''11.0''9.0''9.0''10.5''8.0''7.0''4.5''7.0''5.5''5.0''5.0''16.0''14.5''12.5''8.5''5.0''13.0''10.0''9.0''6.0''5.0''9.0''7.0''6.0''5.0''5.0''13.5''13.5''5.5''5.5''13.5''9.5''9.5''3.5''3.0''9.0''5.5''5.5''3.0''10.5''10.5''4.0''4.0''10.5''6.5''7.0''4.5''3.5''3.5''9.0''9.0''3.0''3.0''8.0''5.5''5.5''3.0''3.0''5.0''5.0''3.0''3.0''04/23/2021
12---OFC:\Users\colby\Engineering Express\Production - Documents\Projects\20-26156 - FL13757.1 - 6.8 Accordion Shutter\WP\2020 FBC\20-26156d - FL13757.1 - DWG.dwg01/27/2021 - 10:39am colby
2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885HOST
STRUCT.3/4" MIN EDGE DISTANCELOAD(psf)$1&+25WOOD (G=0.55)1/4" LAG SCREW WITH 1-3/4"MIN THREAD PENETRATION7/16" WOOD BUSHING WITH1.13" MIN EMBED & 1/4-20SS MACHINE SCREW#14 SMS, #14 WOOD SCREW,OR 1/4" DEWALT TAPPER+WITH 1-3/4" MIN THREADPENETRATIONHOST
STRUCT.3/4" MIN EDGE DISTANCELOAD(psf)$1&+25WOOD (G=0.42)1/4" LAG SCREW WITH 1-3/4"MIN THREAD PENETRATION#14 SMS, #14 WOOD SCREW,OR 1/4" DEWALT TAPPER+WITH 1-3/4" MIN THREADPENETRATIONANCHOR SCHEDULE: WOOD (G=0.55)ANCHOR SCHEDULE: WOOD (G=0.42)ANCHOR NOTES: SEE SHEET10 FOR ANCHOR NOTES.Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5HOSTSTRUCT.2" MIN EDGE DISTANCELOAD(psf)$1&+251/4" DEWALT TAPPER+ W/1-1/4" EMBEDANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.)Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''CONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C548627211020048627211020048627211020048627211020048627211020048627211020015.5''15.5''6.5''6.5''15.5''10.5''10.5''4.0''4.0''10.5''6.0''6.0''12.0''12.0''4.5''4.5''12.0''7.5''8.0''5.0''4.5''4.0''10.5''10.5''4.0''9.0''6.0''6.0''5.5''5.5''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''16.0''16.0''8.5''8.5''16.0''16.0''16.0''5.5''5.5''16.0''16.0''15.5''3.5''3.5''9.5''16.0''16.0''7.0''7.0''16.0''16.0''16.0''4.5''4.5''15.0''14.0''12.5''3.0''3.0''7.5''16.0''16.0''4.5''4.0''13.5''14.0''12.0''3.0''2.5''7.5''11.5''9.5''2.5''2.0''6.0''11.5''9.5''2.5''2.0''6.0''11.5''9.5''2.5''2.0''6.0''11.5''9.5''2.5''2.0''6.0''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''14.5''14.5''6.5''6.0''14.5''9.5''10.0''4.0''3.5''6.5''5.5''5.0''2.5''2.0''3.0''12.5''12.5''5.5''5.0''11.0''7.5''7.5''3.5''3.0''4.5''4.5''3.5''2.0''2.0''7.0''7.0''3.0''2.5''4.0''4.0''3.5''2.0''2.0''3.5''3.0''3.5''3.0''3.5''3.0''3.5''3.0''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''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''16.0''16.0''8.0''7.5''16.0''16.0''16.0''5.0''5.0''12.0''11.5''10.0''3.5''3.0''6.0''16.0''16.0''5.0''4.5''10.5''11.0''9.5''3.0''3.0''6.0''9.0''7.5''2.5''2.5''4.5''9.0''7.5''2.5''2.5''4.5''9.0''7.5''2.5''2.5''4.5''9.0''7.5''2.5''2.5''4.5''16.0''16.0''9.0''9.0''16.0''16.0''16.0''6.0''5.5''16.0''16.0''16.0''3.5''3.5''10.0''16.0''16.0''6.5''6.5''16.0''16.0''16.0''4.5''4.0''13.5''11.5''10.5''2.5''2.5''6.0''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''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''7.5''6.0''2.0''4.0''7.5''6.0''2.0''4.0''7.5''6.0''2.0''4.0''16.0''16.0''9.5''9.5''16.0''16.0''16.0''6.0''5.5''16.0''11.0''11.5''3.5''3.5''7.0''16.0''16.0''7.0''6.5''16.0''14.0''15.0''4.5''4.0''9.5''8.0''7.0''2.5''2.5''4.5''16.0''16.0''5.5''5.5''16.0''11.0''11.5''3.5''3.5''7.0''6.5''5.5''2.0''2.0''3.5''10.5''10.0''3.5''3.0''6.0''6.5''5.5''2.0''2.0''3.5''5.0''4.5''2.0''2.5''5.0''4.5''2.0''2.5''5.0''4.5''2.0''2.5''5.0''4.5''2.0''2.5''ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCKHOSTSTRUCT.4" MIN EDGE DISTANCELOAD(psf)Spans Up To 6'-0''Spans Up To 8'-8''Spans Up To 13'-0''ANCHORCONN TYPECONN TYPECONN TYPEC1C2C3C4C5C1C2C3C4C5C1C2C3C4C5GROUT-FILLEDCONRETE BLOCK 5/16" ITW TAPCON XL W/2-1/4" MIN. EMBED4816.0''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''6216.0''16.0''16.0''16.0''16.0''16.0''16.0''12.5''11.5''16.0''16.0''16.0''8.0''7.0''10.0''7216.0''16.0''16.0''15.5''16.0''16.0''16.0''10.5''9.5''15.5''14.5''12.5''6.5''5.5''8.0''11016.0''16.0''10.0''9.0''14.0''14.5''12.5''6.5''5.5''7.5''12.0''10.0''5.5''4.5''6.0''20012.0''10.0''5.5''4.5''6.0''12.0''10.0''5.5''4.5''6.0''12.0''10.0''5.5''4.5''6.0''5/16" DEWALT ULTRACONW/ 2-1/4" MIN. EMBED4816.0''16.0''13.5''13.5''16.0''16.0''16.0''8.0''7.5''16.0''9.5''9.5''6.0''6216.0''16.0''9.5''8.5''16.0''12.0''12.5''5.5''5.0''8.0''6.5''6.0''7216.0''16.0''7.5''7.0''14.0''9.5''9.5''6.0''5.5''1108.5''8.5''5.0''5.5''200#12 SMS W/ 2" EYEWALLARMOR INSERT W/ 1-1/4"EMBED48627211020016.0''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''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''12.5''12.5''5.0''4.5''11.0''7.5''7.5''3.0''3.0''4.5''4.5''3.5''7.0''7.0''3.0''4.0''4.0''3.5''3.5''3.0''3.5''3.0''3.5''3.0''3.5''3.0''HOLLOW CONCRETEBLOCK486272110200#12 SMS W/ 2" EYEWALLARMOR INSERT W/ 2" EMBED16.0''16.0''10.5''10.5''16.0''16.0''16.0''6.5''6.5''16.0''12.5''12.5''4.0''3.5''7.5''16.0''16.0''7.5''7.5''16.0''15.5''16.0''5.0''4.5''10.5''9.0''8.0''3.0''5.0''16.0''16.0''6.5''6.0''16.0''12.5''12.5''4.0''3.5''7.5''7.0''6.5''4.0''11.5''11.5''4.0''3.5''7.0''7.0''6.0''3.5''6.0''5.0''3.0''6.0''5.0''3.0''6.0''5.0''3.0''6.0''5.0''3.0''2" MIN EDGE DISTANCEC2C3C4C5C1C2C3C4C5C1C2C3C4C5CONN TYPEC104/23/2021
13---OFC:\Users\colby\Engineering Express\Production - Documents\Projects\20-26156 - FL13757.1 - 6.8 Accordion Shutter\WP\2020 FBC\20-26156d - FL13757.1 - DWG.dwg01/27/2021 - 10:39am colby
2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#988512" MIN FROMEDGE OF SHUTTER,TOP OR BOTTOM3.5" MIN,TYPICALEDGE OF ACCORDIONSHUTTER BLADES+2/( 725(&(,9(ROUND WINDOW ASSEMBLY)MAXIMUM OF 3 WINDOWSPER EVERY OTHER BLADEN.T.S.LIGHT-N-VIEW WINDOWEXTERIOR ELEV0.032"0.125"0.188"0.196"0.032"0.125"ROUND WINDOWASSEMBLYN.T.S.LIGHT-N-VIEW WINDOWSABIC PLASTICS SLX1431T-UL-94HBA12" MIN FROMEDGE OF SHUTTER,TOP OR BOTTOM6.375" MIN.,TYPICAL
EDGE OF ACCORDIONSHUTTER BLADES+2/(725(&(,9(5281'WINDOW ASSEMBLYROUND WINDOWASSEMBLYN.T.S.BLADE W/ ROUND WINDOWEXTERIOR ELEV12" MIN FROMEDGE OF SHUTTER,TOP OR BOTTOM3.5" MIN,TYPICALEDGE OF ACCORDIONSHUTTER BLADES1.500" x 6.000" HOLE (TORECEIVE RECTANGULARWINDOW ASSEMBLY)MAXIMUM OF 3 WINDOWSPER EVERY OTHER BLADEN.T.S.RECTANGULAR WINDOWEXTERIOR ELEVRECTANGULARWINDOW ASSEMBLY3.5" MIN.,TYPICALEDGE OF ACCORDIONSHUTTER BLADES1.500" x 6.000" HOLE (TO RECEIVERECTANGULAR WINDOW ASSEMBLY)RECTANGULAR WINDOWASSEMBLYN.T.S.BLADE W/ RECT. WINDOWEXTERIOR ELEV1.5"6"2.210"1.210"0.145"0.145"1.000"2.500"
7.000"
2.500"1.000"1.856"0.177"0.500"0.500"6.000"0.145"0.355"AAN.T.S.RECTANGULAR WINDOWEXTERIOR ELEV.145".355".161".020".093".248"
DIA..118"DIA.(INT.)(EXT.)SECTION A-ARECTANGULAR WINDOW NOTES:1.THE RECTANGULAR WINDOW SHOWN IN5/13 IS MADE FROM GE XL10 LEXAN WITH0.075" MINIMUM THICKNESS.2.FRAME FOR RECTANGULAR WINDOW MAYBE NYLON 6 OR POLYCARBONATE WITH AMINIMUM THICKNESS OF 0.161". ATTACHTO BLADE WITH (6) #4 SS SCREWS ORBOLTS WITH NUTS.04/23/2021
14---OFC:\Users\colby\Engineering Express\Production - Documents\Projects\20-26156 - FL13757.1 - 6.8 Accordion Shutter\WP\2020 FBC\20-26156d - FL13757.1 - DWG.dwg01/27/2021 - 10:39am colby
2020 FBC UPDATE CB RWN 6/17/20 FLFRANK BENNARDO, PEPE# 0046549 CA#9885DESIGN SCHEDULESNOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FORDETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN.SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSEPERMITTED IN DESIGN SCHEDULES.(1) 2x3x0.25 ANGLE (6063-T6)(2) 2x3x0.125 ANGLES (6063-T6)NOMINALWIDTHALLOWABLE DESIGNPRESSURENOMINALWIDTHALLOWABLE DESIGNPRESSUREPOSITIVE (+)NEGATIVE (-)POSITIVE (+)NEGATIVE (-)42''151 psf200 psf42''80 psf173 psf45''131 psf200 psf45''69 psf151 psf48''116 psf177 psf48''61 psf132 psf51''102 psf147 psf51''54 psf117 psf54''91 psf124 psf54''48 psf105 psf57''82 psf106 psf57''43 psf94 psf60''74 psf91 psf60''39 psf85 psf63''67 psf78 psf63''35 psf77 psf66''61 psf68 psf66''32 psf70 psf69''56 psf60 psf69''30 psf63 psf72''51 psf52 psf72''27 psf56 psf75''46 psf46 psf75''25 psf49 psf78''41 psf41 psf78''23 psf44 psf81''37 psf37 psf81''21 psf39 psfOPTION 1OPTION 2OPTION 1OPTION 2ANCHOR NOTE: 14" MILLENIUM MILLFAST SCREWS W/T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAGSCREWS CALLED OUT ON THIS SHEET UTLIZING THESAME CRITERIA.ALTERNATE MOUNTING OPTION14" LAG SCREW WITH 2"THREAD PENETRATIONAND 34" EDGE DISTANCETO G=0.42 MIN. WOOD,CENTERED IN LEG OF2"x3"x0.25" ANGLE14" LAG SCREW WITH 2"THREAD PENETRATIONAND 34" EDGE DISTANCETO G=0.42 MIN. WOOD,CENTERED IN LEG OF2"x3"x0.125" ANGLE2"2"x3"x0.25" 6063-T6CONTINUOUS ANGLESUPPORTING SHUTTER TRACK2"x3"x0.125" 6063-T6 ALUMINUMANGLE, 2" LONG, ONE PER ENDOF 2"x3"x0.25" ANGLE.1/4-20 316 SS THRU-BOLT SPACED12" O.C. MAX OR #14 316 SMS ORSDS SPACED 6" O.C. MAX. FASTENERSHALL BE LOCATED 1" FROM ENDS.69" MAXSLAT SPAN SHUTTER SYSTEMCEILING HEADERG=0.42 MIN. WOODHOST STRUCTUREN.T.S.(OPTION 1)VERT SECTIONTYPICAL END ATTACHMENT14" LAG SCREW WITH 2"THREAD PENETRATIONAND 34" EDGE DISTANCETO G=0.42 MIN. WOOD,CENTERED IN LEG OF2"x3"x0.25" ANGLE14" LAG SCREW WITH 2"THREAD PENETRATIONAND 34" EDGE DISTANCETO G=0.42 MIN. WOOD,CENTERED IN LEG OF2"x3"x0.125" ANGLE2"2"x3"x0.125" 6063-T6CONTINUOUS ANGLESUPPORTING SHUTTER TRACK2"x3"x0.125" 6063-T6CONTINUOUS ANGLESUPPORTING SHUTTER TRACK1/4-20 316 SS THRU-BOLTSPACED 12" O.C. MAX OR #14316 SMS OR SDS SPACED 6"O.C. MAX. FASTENER SHALL BELOCATED 1" FROM ENDS.69" MAX
SLAT SPAN SHUTTER SYSTEMCEILING HEADERG=0.42 MIN. WOODHOST STRUCTUREN.T.S.(OPTION 2)VERT SECTIONTYPICAL END ATTACHMENT69"MAXSLATSPANNOMINAL WIDTHPER SCHEDULEACCORDION SHUTTER SYSTEM314N.T.S.EXTERIOR ELEV(2) ANCHORSPER SIDE, SEEDETAIL 3/14NOMINAL WIDTHPER SCHEDULEACCORDION SHUTTER SYSTEM414(2) ANCHORSPER SIDE, SEEDETAIL 4/14TYPICAL ELEVATION (OPTION 1)N.T.S.EXTERIOR ELEVTYPICAL ELEVATION (OPTION 2)69"MAXSLATSPAN04/23/2021