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Home My WebLink AboutAPPROVED, esealCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC. L I CENSET H OMASP.ARNETTPROFESSIONALENGI N E ERFLORIDA This item has beenelectronically signed and sealedby T.P. Arnett, PE. using aDigital Signature with date andtime. Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.CONTRACTOR: Mario Russo Aluminum, Inc.DESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 StructuralDesign, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-Aof the Aluminum Design Manual prepared by The Aluminum Association. andthe AAF Guide to Aluminum Construction in High Wind Areas.3.ASCE 7-16.Wind Loads1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.2.Ultimate Design Wind Speed: VULT = 145 MPH, Nominal Design Wind Speed:VASD = 105 MPH.3.Exposure Category, Section 1609.4.3: C4.Screen Enclosure Section 2002.4Foundation DesignExisting concrete. No additional concrete footing is required to resist the loadsimposed by the proposed construction if the existing footing is a minimum 12"x 12” and in sound condition, free from structural cracking, spalling, or otherdeterioration.SpecificationsThe following specifications are applicable to this project:1.Where concrete specifications are required, whether in the screen enclosurescope or not, by one or more regulatory agency, the following specifications areapplicable:a.Concrete shall conform to ASTM C94 for the following components:i.Portland Cement Type 1,- ASTM C 150ii.Aggregates - Large Aggregate 3/4” max - ASTM C 33iii.Air entraining +/- 1% - ASTM C 260iv.Water reducing agent - ASTM C 494v.Clean Potable watervi.Other admixtures not permittedb.Metal accessories shall conform to:i.Reinforcing Bars - ASTM A615, grade 60ii.Welded wire fabric - ASTM A185c.Concrete slump at discharge chute not less than 3” or more than 5”.Water added after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual ofStandard Practice, Parts 1, 2, and 3 including hot weatherrecommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area for termites incompliance with the FBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall be coatedwith a bituminous paint or epoxy.2.Aluminum extrusions shall be 6005 T5 Alloy3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or betterzinc plated to ASTM B633, or coated stainless steel series "300", or uncoatedstainless steel series "400".4.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.5.All Self Mating Beam Sections are to be stitched with either #14 screws 6” fromends and 24” center to center or #12 screws 6" from ends and 12" center tocenter.6.Screened enclosures containing swimming pools shall comply with theapplicable requirements of FBC R4501.17 Residential Swimming Barrierrequirements.7.Screen material shall be 18/14 screen unless approved by Florida AluminumEngineering, Inc.8.Door location shall be determined by contractor in the field.9.When installing pavers over concrete slab or footing which are supportingaluminum members, such as continuous screen tracks or upright, the paversmust be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout toensure full positive contact with concrete.10.All flashing and waterproofing shall be provided by the contractor.11.Use of these plans acknowledges and accepts a limit of liability not toexceed design and engineering fee.Roof TypeRoof Type: MANSARDA-1BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP----03/04/21 SLOPED PURLIN TO UPRIGHT CONNECTION DETAILSCALE: NTSPURLIN2" x 3" EXTRUSION(2) #14 x 3/4"EA. SIDE2" x 4" x 1/16" BENTALUMINUM PLATEW/ (4) #14 x 3/4" EA.LEG1" x 2" FASTEN TO 2" x 2"W/ #14 x 1 1/2" @ 24" O.C.INTERNALLY SCREW2" x 3" THRU UPRIGHTW/ (4) #10 x 2" INTOSCREW BOSSFA-22" x 7" SMB UPRIGHT TO CONCRETE DETAILSSCALE:NTSUPRIGHT1" x 2" O.B. BASEPLATE - TYP1 1/4" MIN CONCANCHOR EMBEDMENT2"MINSIDE VIEW1/8" x 2" x 6" EXTRUDED ANGLE5052 H-32 ALLOY EACH SIDE W/(6) #14 x 3/4" SMS INTO THEUPRIGHT & (2) 3/8" DIA.CONCRETE SCREW ANCHORS(2 1/4" CONC. EMBEDMENT)BA-2SLAB / FOOTINGSEE PLAN1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32ALLOY EACH SIDEUPRIGHT(3) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)EACH SIDE OF UPRIGHTBRICK PAVERSFRONT VIEW1" x 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" CONC. EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX6"SLAB / FOOTINGSEE PLANBRICK PAVERSBONDED TOCONCRETE(1) 1/2" DIA. THRU BOLT w/ NYLOCKJAM NUT - IN LIEU OF NYLOCK JAMNUT, JAM NUT w/ THREADLOCKERMAY BE USEDTIGHTEN TO CONTACT - DO NOTOVERTIGHTEN2" MIN EDGEDISTANCE FROMEXTERIOR OFCOLUMN TO OUTSIDEEDGE OF SLABPURLIN OR GIRT TO BEAM OR POST DETAILSCALE: NTSSNAP OR SELF-MATING BEAMONLYCHAIR RAIL MEMBER2 1/2" x 1/8" x (GIRT OR PURLINWIDTH + 1/2" x BEAM DEPTHOR UPRIGHT DEPTH -1/2")ALUM BACKING PLATE6063-T6 ALUMNINUM(4) #10 x 1 1/2" SMS INTOSCREW BOSSESCA-2TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUMSCALE: NTS2" x PURLINS ATTACHED TOBEAM w/MIN (4) #10 x 1 1/2" SMSNOTES:1.GUSSET DIMENSIONS ARE MINIMUM (2)REQ'D - (1) EA SIDE OF BEAM - MAY BEINTERNAL OR EXTERNAL.2.AS BEAM SIZE CHANGES, ADD ORSUBTRACT SCREWS TO MAINTAIN 1 1/4"C/C SPACING.3.GUSSET LENGTHS REMAIN CONSTANT,WIDTHS CHANGE TO MATCH BEAM SIZE .3/16" 5052-H32 GUSSET5/8" TYP58"5"238"238"5"8"8"#14 SMS @ 1 1/4" O.C.(28 TOTAL)1 1/4" TYPEA-2NOTE:SEE CALL-OUT BELOW FOR # OF SCREWS.SCREWS SHOWN FOR ILLUSTRATIVEPURPOSES ONLY. DO NOT COUNTSCREWS ON DRAWING.1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJ(4) #14 x 3/4" SMSINTO DJFRONT VIEWSIDE VIEW1" x 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXBRICK PAVERSBONDED TOCONCRETE2 1/4" MINCONCANCHOREMBEDMENTSLAB / FOOTINGSEE PLAN6"UPRIGHTPRE-HUNGDOOR JAMB(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)UPRIGHT TO CONCRETE W/ PAVERS @PRE-HUNG DOOR LOCATION DETAILSCALE: NTSDJ-1A-2ALUMINUM MEMBERS DIMENSIONSHOLLOW SECTIONS2 x 2: 2” x 2” x 0.046”2 x 3: 2” x 3” x 0.050”2 x 4: 2” x 4” x 0.050”2 x 5: 2” x 5” x 0.050”OPEN BACK SECTIONS1 x 2: 1” x 2” x 0.040”1 x 3: 1” x 3” x 0.045” SNAP SECTIONS2 x 2 Snap: 2” x 2” x 0.045”2 x 3 Snap: 2” x 3” x 0.050”2 x 4 Snap: 2” x 4” x 0.045”SELF MATING (SMB)2 x 4 SMB: 2” x 4” x 0.044” x 0.100”2 x 5 SMB: 2” x 5” x 0.050” x 0.100”2 x 6 SMB: 2” x 6” x 0.050” x 0.120”2 x 7 SMB: 2” x 7” x 0.057” x 0.120”2 x 8 SMB: 2” x 8” x 0.072” x 0.124”2 x 9 SMB: 2” x 9” x 0.072” x 0.124”2 x 10 SMB: 2” x 10” x 0.092” x 0.398”MINIMUM FASTENER EDGE DISTANCE: 1/2"MINIMUM FASTENER SPACING: 3/4"CONCRETE SCREW ANCHOR:SIMPSON TITEN HD OR EQUIVALENTSHEET METAL SCREWS (SMS):ITW / BUILDEX OR EQUIVALENT COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-2-BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP03/04/21--- CONTRACTOR TO VERIFY2" x 4" FASCIA - IF LESSTHAN 2" x 4" FASCIA, 2" x 4"SUB FASCIA SHALL BEPLACED OVER, LENGTHENLAG SCREWS TO FULLYPENETRATE SUB FASCIA.IF OTHER FASCIA, ADD 2" x4" PT FASCIA w/ 1/2" LAGBOLTS - 1 1/2" INTO TRUSSTAILS - COUNTERSINKFLUSH. WHEN INSTALLING1/2" LAG SCREWS,PRE-DRILL w/ 3/8" DRILL TOPREVENT SPLITTING.1" x 2" x 0.044" OPEN BACKW/ (2) #10 x 2 1/2" SMS THRUBEAM INTO SCREW BOSSESMATINGELEMENT1/8" x 2" x 2" x 2" ALUMANGLE W/ (4) #14 x 3/4"SMS EACH FLANGEEACH SIDE OF BEAM GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAILSCALE: NTS7" GUTTER(1) 2" WIDE x 0.125" "Z"BRACKET @ EACH SIDE OFBEAM ATTACHED TO FASCIAW/ 3/8" x 3" LAGS (3 PERBRACKET) AND (1) 3/8" x 3" LAG@ 24" O.C. AT GUTTER(1) #10 x 1 1/2" SMS 6"FROM BEAM AND 24" O.C.2 1/8" x 1 1/8" x .062" (MIN.)ALUM RECEIVING CHANNELW/ MIN. (2) #12 x 3/4" SMSNOTE:(2) 3/8" DIA. x 4" LAG SCREWS FORSPANS GREATER THAN 30'-0"GA-3(1) 3/8" DIA. x 4" LAGSCREW INTO EXISTINGOVERHANG FRAMINGOR RAFTER TAILCONTRACTOR TO VERIFY2" x 4" FASCIA - IF LESSTHAN 2" x 4" FASCIA, 2" x 4"SUB FASCIA SHALL BEPLACED OVER, LENGTHENLAG SCREWS TO FULLYPENETRATE SUB FASCIA.IF OTHER FASCIA, ADD 2" x4" PT FASCIA w/ 1/2" LAGBOLTS - 1 1/2" INTO TRUSSTAILS - COUNTERSINKFLUSH. WHEN INSTALLING1/2" LAG SCREWS,PRE-DRILL w/ 3/8" DRILL TOPREVENT SPLITTING.GUTTER BRACE & PURLIN ATTACHMENT DETAILSCALE: NTSG-1A-37" SUPER GUTTER(1) 2" WIDE x 0.125" "Z"BRACKET @ PURLINATTACHED TO FASCIA W/ 3/8"x 3" LAGS (3 PER BRACKET)AND (1) 3/8" x 3" LAG @ 24" O.C.AT GUTTER(1) #14 x 2" SMS 6"FROM BEAM AND 24" O.C.(4) #10 x 2" SMS FROM1" x 2" INTO SCREW BOSSES(1) 3/8" DIA. x 4" LAGSCREW INTO EXISTINGOVERHANG FRAMINGOR RAFTER TAILMATING ELEMENT 2"7"GUTTER CONTRACTOR TO VERIFY2" x 4" FASCIA - IF LESSTHAN 2" x 4" FASCIA, 2" x 4"SUB FASCIA SHALL BEPLACED OVER, LENGTHENLAG SCREWS TO FULLYPENETRATE SUB FASCIA.IF OTHER FASCIA, ADD 2" x4" PT FASCIA w/ 1/2" LAGBOLTS - 1 1/2" INTO TRUSSTAILS - COUNTERSINKFLUSH. WHEN INSTALLING1/2" LAG SCREWS,PRE-DRILL w/ 3/8" DRILL TOPREVENT SPLITTING.(1) 2" WIDE x 0.125" "Z"BRACKET @ EACH BEAMATTACHED TO FASCIA W/3/8" x 3" LAGS (3 PERBRACKET) AND (1) 3/8" x 3"LAG @ 24" O.C. AT GUTTER9" x 1/8" x GUTTER HT ALUMSTRAP W/ (6) #14 x 3/4" SMSINTO BEAM & (6) #14 x 3/4"SMS INTO GUTTER2" x 2" x 4" x 0.125"ALUM ANGLE W/(6) #14 x 3/4" SMSEACH FLANGEMATING ELEMENT ATTACHMENT @ GUTTER CORNER DETAILSCALE: NTSG-2A-32" "Z" GUTTER BRACE 2" "Z"GUTTERBRACE1X2 TO HEADER DETAILSCALE: NTSCONC. HEADER:1/4" DIA. x 3" CONCRETESCREW ANCHOR @ 24" O.C.WOOD HEADER:1/4" DIA. x 3" WOOD SCREWS@ 12" O.C.EXISTINGHEADEREXISTING HOST1" x 2" HOLLOWSECTION1" x 2" HOLLOWSECTIONWOOD:1/4" DIA. x 3" WOOD SCREWS@ 12" O.C.CONC:1/4" DIA x 3" CONCRETESCREW ANCHOR @ 24" O.C.B-1A-31X2 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:#10 x 3" WOOD SCREWS, 6"FROM GIRT & @ 12" O.C.CONC:1/4" DIA. x 3" CONCRETESCREW ANCHOR, 6"FROM GIRT & @ 24" O.C.(4) #10 x 1 1/2" INTOSCREW BOSSCHAIR RAIL MEMBER1" x 2"C-1A-3 COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-3-BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP03/04/21--- CABLE CONNECTION AT CORNERSCALE: NTS(9) #14 x 3/4" SMSEYE BOLT FOR CABLE TENSIONPERIMETER FRAMING1/8" PLATE ON 45° ANGLE6063-T6 ALUMINUMH-2A-4CABLE CONNECTION AT CORNERSCALE: NTS(18) #14 x 3/4 SMSEYE BOLT FORCABLE TENSIONPERIMETER FRAMING1/8" PLATE ON 45° ANGLE6063-T6 ALUMINUM6"H-4A-4CABLE CONNECTIONS AT FOUNDATIONSCALE: NTS3/16" S.S. CABLE(2) 3/8" DIA. x 3" EMBEDCONC. SCREW ANCHOR40° MIN -60° MAXSLAB/FOOTERMID DEPTH1 1/4" x 5 5/8" x 1/8"ALUM FLAT BAR6063-T6 ALUMINUMSLAB / FOOTINGSEE PLANH-1A-4ROOF BRACING CONNECTION DETAILEXTERNALRECEIVING CHANNELFULL HT OF BRACEW/ (2) #12 EACH FACE(3) #12 SMSINTO EAVE RAILEXTERNALRECEIVING CHANNELFULL HT OF BRACEW/ (2) #12 EACH FACE(3) # 12 SMSINTO EAVE RAILROOF BRACING CONNECTION DETAILSCALE: NTSH-3A-4CABLE CONNECTIONS AT FOUNDATIONSCALE: NTS3/16" S.S. CABLE(2) 3/8" DIA. x 3" EMBEDCONC. SCREW ANCHOR40° M I N - 60° M A X SLAB/FOOTERMID DEPTH1 1/4" x 5 5/8" x 1/8"ALUM FLAT BAR6063-T6 ALUMINUMSLAB / FOOTINGSEE PLANH-5A-4CABLE CONNECTION AT CORNERSCALE: NTS(18) #14 x 1" SMSEYE BOLT FORCABLE TENSIONPERIMETER FRAMING1/8" PLATE ON 45° ANGLE6063-T6 ALUMINUM4"6"H-6A-4 COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-4-BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP03/04/21--- 2" x 2" x 1/4" x 6" LONG ALUMANGLE 5052 H-32 ALLOYW/ (3) 3/8" DIA. CONCRETE SCREWANCHORS MIN. 6" CONCRETEEMBEDMENT SIMPSON SET OREQUIVALENT & (2) 3/8" DIA. THRU BOLTS1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1" x 2"6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.2" x 2" 1/8" x 2" LONG 5052 H-32ALLOY ALUM ANGLE W/(2) #12 x 1 1/2" SMS INTO POST &(1) 3/8" DIA. x 2 3/4" CONCRETEEMBEDMENT SCREW ANCHOR1" x 2"2" x 2" 1/8" x 2" LONG5052 H-32 ALLOY ALUMANGLE W/ (2) #12 x 1 1/2"SMS INTO POST &(1) 3/8" DIA. x 2 3/4"CONCRETE EMBEDMENTSCREW ANCHORAT CORNER POST6" x 6" POST TO CONCRETE CONNECTION DETAILSCALE: NTSB-2A-5AT CORNER POST2" x 2" x 1/4" x 6" LONG ALUMANGLE 5052 H-32 ALLOYW/ (3) 3/8" DIA. CONCRETESCREW ANCHORS MIN. 6"CONCRETE EMBEDMENTSIMPSON SET OR EQUIVALENT& (2) 3/8" DIA. THRU BOLTS1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1" x 2"6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST2" x 2" 1/8" x 2" LONG5052 H-32 ALLOY ALUMANGLE W/ (2) #12 x 1 1/2"SMS INTO POST & (1) 3/8"DIA. x 2 3/4" CONCRETEEMBEDMENT SCREWANCHOR1" x 2"AT CENTER POST6" x 6" POST TO CONCRETE CONNECTION DETAILSCALE: NTSB-3A-5BEAM TO UPRIGHT CONNECTION AT CORNERSCALE: NTSDA-5PLANVIEW2" x 2" x 1/8" x ROOF BEAMDEPTH ALUM ANGLE EACHSIDE OF UPRIGHT W/ (9)#14 x 3/4" EACH LEG EACH SIDE6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST2" x 2" x 1/8" x ROOF BEAMDEPTH ALUM ANGLE W/ (9)#14 x 3/4" EACH LEG EACH SIDE2" x 10" SMBCARRIER BEAMNOTCH UPRIGHT AROUNDCARRIER BEAM1" x 2" FASTEN TO CARRIERBEAM W/ #10 x 1 1/2" SPACED6" FROM END AND @ 24" O.C.SIDE EAVE BEAM1 1/8" x 2 1/8" x 1 1/8" x 0.125"ALUM RECEIVING CHANNELW/ (2) #14 x 3/4" SMS INTOEACH SIDE OF BEAM &W/ (2) #14 x 3/4" SMS INTOPOST1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.2" x 10" SMBCARRIER BEAMROOF BEAM TO CARRIER BEAM CONNECTION DETAILSCALE: NTS2" x 9" SMBROOF BEAM1" x 2" O.B. FASTEN TO CARRIERBEAM W/ #10 x 1 1/2" SPACED6" FROM END AND @ 24" O.C.2" x 2" x 1/8" ALUM ANGLE EACH SIDEOF BEAM W/ (8) #14 x 5/8" SMSD-2A-5FRONT WALL POST TO CARRY BEAM @ ROOF BEAMLOCATION CONNECTION DETAILSCALE: NTSD-1A-52" x 2" x 1/8" x ROOF BEAMDEPTH ALUM ANGLE EACHSIDE OF UPRIGHT W/ (8)#14 x 3/4" EACH LEG EACH SIDE2" x 10" SMBCARRIER BEAM2" x 2" x 1/8" ALUM ANGLEEACH SIDE OF UPRIGHTW/ (9) #14 x 5/8" SMS EACHLEG2" x 10" SMBCARRIER BEAM6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POSTNOTCH UPRIGHT AROUNDCARRIER BEAM1" x 2" O.B. ATTACH TO CARRIERBEAM W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1 1/8" x 2 1/8" x 1 1/8" x 0.125" ALUMRECEIVING CHANNEL W/ (8) #14 x 3/4"SMS INTO EACH SIDE OF BEAM &W/ (8) #14 x 3/4" SMS INTO POST2" x SMBROOF BEAM2" x 9" SMBROOF BEAM6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-5-BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP03/04/21--- CARRIER BEAM CONNECTION AT CORNERSCALE: NTS6063-T6 ALUMINUM1 1/2" x 12" x 0.125" ALUMSTRAP W/ (5) #14 x 3/4"IN BOTH 2" x SMBCARRIER BEAM &POST EA. SIDE6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POSTFRONTEAVEBEAM2" x 2" x 1/8" x 2" WIDE ALUMANGLE EACH SIDE OF UPRIGHTW/ (4) #14 x 3/4" SMS EACHFLANGESA-66"1" x 2" O.B. ATTACH TO UPRIGHTAND BEAM W/ #12 x 1 1/2" SMS6" FROM BOTTOMAND 24" O.C.6"CARRIER BEAM CONNECTIONSCALE: NTS6063-T6 ALUMINUM1 1/2" x 12" x 0.125" ALUMSTRAP W/ (5) #14 x 3/4"IN BOTH 2" x SMBCARRIER BEAM &POST EA. SIDE6"1" x 2" O.B. ATTACH TOUPRIGHT AND BEAMW/ #12 x 1 1/2" SMS6" FROM BOTTOMAND 24" O.C.S-1A-66063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST6"2" x 2" x 1/8" x 2" WIDE ALUMANGLE EACH SIDE OF UPRIGHTW/ (4) #14 x 3/4" SMS EACHFLANGE1" x 2" O.B. ATTACH TOUPRIGHT AND BEAMW/ #12 x 1 1/2" SMS6" FROM BOTTOMAND 24" O.C. COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-6-BUSBY 18700 MACH 1 DRIVE PORT ST LUCIE FL 34987TP03/04/21---