HomeMy WebLinkAbout115142281 CCD 06-19-25ALLIED DESIGNCURRENT LUMBER SPECIFICATIONS (06-01-2013)SIZEDESCRIPTIONBENDING VALUE Fb2x4NO. 2 SPF1313 PSI2x4NO. 1 SYP1500 PSI2x42100f MSR SPF2100 PSI2x6NO. 2 SPF1138 PSI2x6NO. 1 SYP1350 PSI2x62100f MSR SPF2100 PSI2x62400 MSR SYP2400 PSI2x8NO. 1 SYP1250 PSI2x82400 MSR SYP2400 PSI2x10NO. 1 SYP1050 PSI2x102400 MSR SYP2400 PSI2x12NO. 1 SYP1000 PSI2x122400 MSR SYP2400 PSI1 1/2"x16"LAMINATED VENEER LUMBER2800 PSI3 1/2"x15"GLU-LAM1650 PSI5 1/4"x16 1/2"GLU-LAM2400 PSI5 1/4"x19 1/2"GLU-LAM2400 PSIDESIGN AND EXPLANATORY NOTES1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESSINCORPORATED AS PART OF THESE DRAWINGS.2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATEDDIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER .4.)u THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARENOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY.BUILDING DESIGN CRITERIAUSE GROUPUCONSTRUCTION TYPEVBRISK CATEGORYIBUILDING AREA2520 SQ. FT.BUILDING DESIGN ELEVATION500 FTROOF SNOW LOAD *30 PSFGROUND SNOW LOAD30 PSFWIND SPEED (VULT)120 MPHWIND SPEED (VASD)93 MPH*ROOF SNOW LOAD CALCULATIONSPf = 0.7 x Ce x l x Pg x CtCe = SNOW EXPOSURE FACTOR = 1.0I = IMPORTANCE FACTOR = 0.8Pg = GROUND SNOW LOAD = 30 PSFCt = THERMAL FACTOR = 1.2Pf= 0.7 x 1.0 x 0.8 x 30 x 1.2 = 20.16 PSFPfmin = 30 PSF (PER CT STATE CODE)Cs = ROOF SLOPE FACTOR = 1.00Ps= Pf x Cs = 30.00 x 1.00 = 30.00 PSFSHEET INDEXSHEET #DESCRIPTIONG1 OF G1SPECIFICATIONS & SHEET INDEXS1 OF S5COLUMN PLANS2 OF S5TRUSS PLAN, DRAWING & DETAILSS3 OF S5ELEVATIONSS4 OF S5SECTIONS & DETAILSS5 OF S5MORTON BUILDINGS GENERAL SPECIFICATIONSLAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNSNAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS.MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED,10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BEMECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TORESIST BOTH AXIAL AND BENDING FORCES.FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE(SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE.CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLEDWITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS).TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S.PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITHUSE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS.FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 ORBETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIREDAND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THEAUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENTSTANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.SIDING & ROOFING PANELS (FLUOROFLEX 1000 ™) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUMESTEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ONEXTERIOR.TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES,CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS.GUTTERS - 5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTHSIDES OF THE BUILDING.2x4 F1 F1 MFS 09/20A & E LICENSE # AEX.0000082
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PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025G1----------------G106/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. BENJAMIN J. ZOBRIST, P.E. ben.zobrist@allieddesignaes.com
16'8'SCALE:4'2'1'18"M24"M24"M24"M24"M24"M24"M24"M18"M18"M18"M18"M18"M18"M18"M24"M24"M24"M30"M24"M24"M24"M18"M18"M18"M18"M18"MCOLUMN PLAN2'-0" VENTED SIDEWALL OVERHANGS2'-0" NON-VENTED ENDWALL OVERHANGSLOCATION DIMENSIONSSIDEWALL COLUMN7'-4 1/2"0'-0"7'-6"7'-4 1/2"7'-6"14'-10 1/2"7'-6"22'-4 1/2"7'-6"29'-10 1/2"7'-6"37'-4 1/2"7'-6"44'-10 1/2"7'-4 1/2"52'-4 1/2"
59'-9"8 1/2"8'-4"EYEBROWLOCATION DIMENSIONS8'-4"8'-4"50'-8 1/2"6'-10 1/2"0'-0"7'-0"6'-10 1/2"7'-0"13'-10 1/2"7'-0"20'-10 1/2"7'-0"27'-10 1/2"6'-10 1/2"34'-10 1/2"41'-9"7'-4 1/2"59'-9"7'-6"52'-4 1/2"7'-6"44'-10 1/2"7'-8 1/4"37'-4 1/2"8'-0"29'-8 1/4"6'-9 3/4"21'-8 1/4"7'-6"14'-10 1/2"7'-4 1/2"7'-4 1/2"
0'-0"
6'-10 1/2"41'-9"7'-0"34'-10 1/2"14'-0"27'-10 1/2"7'-0"13'-10 1/2"6'-10 1/2"6'-10 1/2"0'-0"IN ONE OPERATION.COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMNWITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE-30"MIN ONE OPERATION.COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMNWITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE-24"MIN ONE OPERATION.COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMNWITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE-18"M-ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS-30x30 ATTIC ACCESS PANEL (VERIFY LOCATION)-(1) 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA WITH 'M' 30" WEATHERVANE-14'-2"x14'-1" OVERHEAD DOOR-28'-2"x10'-1" OVERHEAD DOOR PREP FOR HI-LIFT TRACK-1SHUTTERS(6) 4429 9-LITE MB SLIDING WINDOWS WITH 14"x35" OPEN LOUVERED-1WALKDOORS, IN SWING, LEFT HINGE WITH KEYED LEVER LOCKSETS(2) 3068 9-LITE TEMPERED GLASS IN PLAIN FLAT LEAF FIBERSTEEL-11111111112HEADERED TRUSS LOCATION---3-2x6 LAMINATED COLUMN LOCATION-COLUMN PLAN LEGENDROUGH OPENING SCHEDULEUNIT SYMBOLFROM LEGENDWIDTHHEIGHT38 1/4"81"52 1/4"33 5/8"11AS4BS4ES5DS5CS4A & E LICENSE # AEX.0000082
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PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025S1----------------S506/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.
16'8'SCALE:4'2'1'AS2BS2 TRUSS/BRACING PLAN LEGEND 124244444444413- 42’ 3090-S1 R.C. TRUSS- 42' END RAFTER ASSEMBLY- 2x6 FLAT TRUSS TIE CENTERED IN BUILDING- 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL)1TRUSS/BRACING PLAN234111110'-0"7'-4 1/2"7'-4 1/2"7'-6"14'-10 1/2"7'-6"22'-4 1/2"7'-6"29'-10 1/2"7'-6"37'-4 1/2"7'-6"44'-10 1/2"7'-6"52'-4 1/2"7'-4 1/2"59'-9"42' R.C. 3090-S1 TRUSSSCALE: = 1'-0"3/8"41TRUSS SPACING O.C.LIVE LOADDEAD LOADCEILING LOADTOTAL LOADPSFPSFPSFPSF41'-9"8'-3"7'-6"304236(7) 4" STRUCTURAL SCREWSOVERHANG FRAME2x4 BEV. PURLIN2x6 OVERHANG NAILER3-2x6 CORNER COLUMN3"(2) 4" STRUCTURAL SCREWS IN OVERHANG FRAMETOE-SCREW OVERHANG RAFTERTO OVERHANG NAILER WITH(1) 3 1/2" STRUCTURAL FRAMINGSCREW EACH SIDEDETAIL ASCALE: 1 1/2" = 1'-0"42' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLYDETAIL BSCALE: 1 1/2" = 1'-0"42' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLY2 MEMBER END COLUMN EXTENSION ORUPRIGHT ASSEMBLY FASTENED TO END RAFTERASSEMBLY AS SHOWN AND TO EACHINTERSECTING MEMBER NOT SHOWN WITH AMINIMUM OF (2) 4" STRUCTURAL SCREWS INTOEACH END COLUMN EXTENSION OR UPRIGHT.(8) 4" STRUCTURAL SCREWS PER CONNECTION9" TO 18"SCALE: 1 1/2" = 1'-0"(PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW)20 GA. GALVANIZEDPURLIN CONNECTOR(1) #9x1" HWH SCREW ON PEAK SIDE AND(2) #9x1" HWH SCREWS ON EAVE SIDE OFPURLIN IN HOLES SHOWN (JOINT MUST BETIGHT BEFORE FASTENING CLIPS)2x4 PURLIN 2x4 BUTTED PURLIN DETAIL TOP CHORDOF TRUSSHEADLOK .19"x6.0" FLATHEAD LAG SCREW(ICC-ES REPORT ESR-1078)A & E LICENSE # AEX.0000082
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PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025S2----------------S506/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.
16'8'SCALE:4'2'1'DESIGN AND EXPLANATORY NOTES1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACEOF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER.124121010'-6"0'-0"
10'-6"21'-0"31'-6"10'-6"42'-0"EAST ELEVATION1241210T#167 BASE TRIMT#21 CORNER TRIMT#16 GABLE TRIMHI-RIB STEEL SIDINGHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIM21'-0"0'-0"21'-0"21'-0"42'-0"WEST ELEVATION1210T#167 BASE TRIMT#21 CORNER TRIM5" O.G. GUTTERSVENT-A-RIDGEHI-RIB STEEL SIDINGHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIM5'-0"0'-0"
5'-0"15'-0"20'-0"22'-0"42'-0"18'-0"60'-0"30'-0"0'-0"
30'-0"30'-0"60'-0"SOUTH ELEVATION3'-6"0'-0"
3'-6"15'-6"19'-0"14'-7 3/4"33'-7 3/4"15'-4 1/4"49'-0"11'-0"60'-0"NORTH ELEVATIONA & E LICENSE # AEX.0000082
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PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025S3----------------S506/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.
DESIGN AND EXPLANATORY NOTES1.FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCALCONDITIONS MAY REQUIRE MODIFICATIONS.2.CONCRETE FLOOR NOTES:a.3500 PSI, 5 1/2 BAG MIX CONCRETE.b.SLOPE GRADE AWAY FROM BUILDING @ 1” PER FOOT FOR A MINIMUMDISTANCE OF 10' PLUS OVERHANG WIDTH.c.A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3.UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORINGMATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLBE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT.d.CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESSe.FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR ACOMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF25 PSI.f.IF THE FLOOR IS TO BE HEATED, USE 2" TYPE VI EXTRUDED POLYSTYRENE OR ACOMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF40 PSI UNDER ENTIRE FLOOR.3.PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3" OFLOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OFLOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HANDTAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT.4.DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDINGWATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLECONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATIONINSTRUCTIONS.16'-4"GRADE TO HEEL2x2 VERTICAL BLOCKINGAT COLUMN LOCATIONFLUOROFLEX™ 1000 HI-RIB STEELFLUOROFLEX™ 1000 HI-RIB STEEL2x4 BEV. PURLIN2x6 OVERHANG NAILERHI-RIB/SOFFIT CAPSOFFITT#144 & 146 FASCIA TRIM2x6 BEV. FASCIAFILLER STRIP2x4 BEV. PURLIN16'-4"GRADE TO HEEL42’ 3090-S1 R.C. TRUSS5" O.G. GUTTERS3-2x6 LAMINATED COLUMN(2) 1/2"x5 1/2" M. BOLTS &(8) 4” STRUCTURAL SCREWS2x4 PURLINS @ 24" O.C. (2100 MSR SPF)FASTENED W/ 6" HEADLOCK SCREWSMFS PRE-CAST CONCRETE COLUMN8"(32) 1/4" x 2 1/2" POWER LAG WASHER HEADYELLOW ZINC SCREWSFINISH GRADE4'-0"21" THICK CONCRETE PAD(2500 PSI MINIMUM).20" BELOW BOTTOM OF PRECAST CONCRETE COLUMNAROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.24"Ø4" MINIMUM COMPACTED GRANULAR BASEOR IN SITU GRANULAR SOIL4' WIDE R-10 PERIMETER INSULATION5" CONCRETE FLOOR3' BLACK PLASTIC360M & 370M BRACKETS FASTENED TO MFSW/(2) HUS-P 6x40/5 SCREW ANCHORS EACH(1) ROW 2x8 CONCRETE SPLASHBOARD FASTEN TO 360M &370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWSFLUOROFLEX 1000 HI-RIB STEEL WAINSCOT2x6 NAILER (NO. 2 SPF)T#167 TRANSITION TRIMT#167 BASE TRIM( 4 ) ROWS 2x4 NAILERS (2100 MSR SPF)SCALE: 1/2" = 1'-0"SIDEWALL SECTION LAMINATED COLUMNTRUSS IN COLUMNSADDLETRUSS SADDLE ISOMETRIC3/4" ADJUSTMENT RODWITH BASE PLATEUNDISTURBED SOILPRECAST CONCRETECOLUMNLOWER COLUMNINSTALLATION1. INSTALL PRECAST CONCRETECOLUMN W/ADJUSTMENT ROD &BASE PLATE IN THE AUGEREDHOLE.2. PLUMB PRECAST CONCRETECOLUMN IN BOTH DIRECTIONS3. ADJUST HEIGHT UP OR DOWNWITH ADJUSTMENT HEX ROD4. POUR READI-MIX CONCRETE INTOTHE HOLE AS SPECIFIED.5. BACKFILL AND COMPACT THEANNULAR SPACE AROUND THECOLUMN TO GRADE WITH SOILAUGERED FROM THE SITE.LOWER COLUMNISOMETRICSCALE: 1/2" = 1'-0"ENDWALL SECTION 42' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLY2' END BRACE STRAP W/ PRE-PUNCHEDHOLES (BEND TO FIT) FASTENED W/(3) 0.140 x 1 1/2" R.S. NAILS(4) #10 x 2 3/4" FRAMING SCREWS(1) 4" STRUCTURAL FRAMING SCREWTHROUGH STRAP & INTO BRACE2x6 DIAGONAL BRACING FASTENED TO COLUMNW/(4) 3 1/2" STRUCTURAL SCREWS42’ 3090-S1 R.C. TRUSSGABLE PURLIN FLASHING8"FINISH GRADE4'-0"21" THICK CONCRETE PAD(2500 PSI MINIMUM).20" BELOW BOTTOM OF PRECAST CONCRETE COLUMNAROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.18"ØFLUOROFLEX™ 1000 HI-RIB STEEL2x4 PURLINSSOFFITHI-RIB/SOFFIT CAP TRIMT#16 GABLE TRIM2x6 FASCIA2-2x6 E.C.E.T#194 TRIM42’ 3090-S1 R.C. TRUSST#124T#1292x2 BLOCKT#151T#1542x3 JAMB (BEYOND;BOTTOM 2' TREATED)3-2x8 JAMB COLUMN (BEYOND)2x6 TRACK BLOCK (BEYOND;BOTTOM 2' TREATED)GRADE TO BOTTOMOF 2x8 BLOCKO.H.D.ALUMASEALT#1533-2x8 STUB COLUMN112(2) 1/2"x5 1/2" M. BOLTS & (8) 4” STRUCTURAL SCREWSHEADER FASTENING SCHEDULEHEADERMEMBERSTUBCOLUMNJAMBCOLUMNEA 2x101010NOTES:1. NUMBERS ABOVE ARE 4" STRUCTURAL SCREWS REQUIRED PER CONNECTION.2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING.3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING.OHD HEADER SECTION CSCALE: 1" = 1'-0"10'-3"ABADDITIONAL 2x4 NAILER W/ T#105R-49 BLOWN-IN INSULATION4 MIL VAPOR RETARDERINTERIOR HI-RIB STEEL2x4 TOP BLOCK & T#11124121INSULATION STOP/AIR DEFLECTORADDITIONAL 2x4 NAILER W/ T#105R-49 BLOWN-IN INSULATION4 MIL VAPOR RETARDERINTERIOR HI-RIB STEEL2x4 TOP BLOCK & T#112x6 TRACK BLOCKING (BEYOND) BETWEEN HEADERS(4) 2x10 HEADERS(NO. 1 SYP)T#112x6 NAILER2x8 BLOCK2x6 BLOCKA & E LICENSE # AEX.0000082
CT
PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025S4----------------S506/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.
2x6 NAILERT#124T#1292x2 BLOCKT#151T#1542x3 JAMB (BEYOND;BOTTOM 2' TREATED)2x6 TRACK BLOCK (BEYOND;BOTTOM 2' TREATED)O.H.D.ALUMASEALT#1522x6 BLOCK(2) 2x10 HEADERS(2400 MSR SYP)3-2x6 JAMB COLUMN (BEYOND)HEADER FASTENING SCHEDULEHEADERMEMBERUPRIGHTJAMBCOLUMNEA 2x1064NOTES:1. NUMBERS ABOVE ARE 4" STRUCTURAL SCREWS REQUIRED PER CONNECTION.2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING.3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING.2-2x6 UPRIGHTGRADE TO BOTTOMOF 2x6 BLOCKOHD HEADER SECTION ESCALE: 1" = 1'-0"3"3-2x6 LAMINATED COLUMN2x10 HEADER2x6 STIFFENER2x6 STIFFENERHOLD T#167 UP 3/4" ABOVE T#374FLUOROFLEX 1000 HI-RIB STEEL5x5 NAIL PLATE3' EYEBROW FRAMES @ 2'-0" O.C.FASTEN FRAME WITH (4) #9x1 1/2"HWH SCREWS PER 5x5 NAIL PLATE7/16" O.S.B. SHEATHING1012FLUOROFLEX 1000 HI-RIB STEEL(1) LAYER SYNTHETIC UNDERLAYMENT2x6 BEV. FASCIA5" O.G. GUTTERGRADE TO BOTTOMOF 2x6 BEV. FASCIAT#144 & T#146 FASCIA TRIMSSOFFITSOFFIT/HI-RIB CAPFLUOROFLEX 1000 HI-RIB STEEL5x5 NAIL PLATE2x4 SOFFIT SUPPORT7/16" OSB DRAFT STOPSET BOTTOM OF HEADER8" BELOW TOP OF FRAME2x6 NAILER2x8 HEADER8'-4"T#5285x5 NAIL PLATES ((2) EACH SIDE OF FRAME)BEND OUT 90° & FASTEN EACH WITH(4)#9x1 1/2" HWH SCREWS AS SHOWNEYEBROW ATTACHMENT DETAILSCALE: 1" = 1'-0"2x6 NAILER2x8 HEADEREYEBROW OVERHANG FRAMESTIFFENERSTIFFENER2x10 HEADER2x6 NAILER2x6 STIFFENER2x8 NAILER (LAP FRAME APPROX. 1 1/2")2x6 STIFFENER2x10 HEADERRETURN HIP FRAME FASTENED TOHEADERS AND NAILER WITH 10d R.S.GUN NAILS 8" O.C.2x8 BLOCK WITH 2x6 BACKER(SEE DETAIL BELOW)2x8 HEADEREYEBROW HIP ATTACHMENT DETAILSSCALE: 1" = 1'-0"2x6 BEV. FASCIA2x8 BLOCK WITH 2x6 BACKERCORNER OF RETURN HIP FRAMEFASTEN RETURN HIP FRAME TO BLOCKINGWITH (5) 4" STRUCTURAL SCREWS.2-7/16"END OF TERMINATION HIP FRAME6"NAIL 2' STRAP (THIS SIDE ONLY)WITH (4) 1 1/2" R.S. NAILS TO FRAME& (3) 16d R.S. NAILS TO HEADERINTERMEDIATEFRAMETERMINATIONHIP FRAMESCALE: 1" = 1'-0"3'-0" EYEBROW OVERHANG SECTION 7/16" OSB14'-3"DA & E LICENSE # AEX.0000082
CT
PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105PHONE NUMBER: 309-263-4105
ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.
100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550100 S. PERSHING P.O. BOX 110 MORTON, IL 61550 JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO:OF:CHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDWESTFIELD, MA115-142281ERIC TRISCHITTA
OAKDALE, CT
EPL5/21/2025NAD6/9/2025S5----------------S506/19/2025DIGITALLY SIGNED AND SEALED BY BENJAMIN J. ZOBRIST. CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.