6'-0" G-4 ADJUSTABLE SHELVING 2'-0" 4'-5" MOP SINK STORAGE '-0" 2'-0" 26'-6" G-4 6' X 4' OPENING WITH SHUTTER BASE CABINETS 34" FOR ADA 20'-0"
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- Coral Crawford
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1 2 G1 3'4" 4'0" ROOM FINISH SCHEDULE 4'0" F.F. WINDOW DETAILS GROUT CORES SOLID GROUT CORES SOLID 3 G1 #5 BARS HOLLOW METAL FRAME INSULATED GLASS 1" CLEAR INSULATED (U=0.45) CAULKING & BACKER ROD PREFORMED GASKET VERTICAL REINFORCEMENT #5 BARS STOP JOINT REINFORCEMENT AT CONTROL JOINT MASONRY JOINT DETAIL MASONRY CORNER DETAIL 15'0" 52'0" 22'0" 15'0" 48" OVERHANG 35'10" 7'0" 6'0" 13'1" 18'8" 66'0" OUT TO OUT OF BRICK 6'4" 10'4" 14'3" STORAGE 101 SALES CONF. ROOM OFFICE 102 STOR 103 2'8" 9'8" WOMEN'S RESTROOM 19'4" 17'4" 3'8" 13'7" MEN'S RESTROOM 8'0" 9" 2'0" 2'8" 2'8" 16'2" 1'6" 4'0" 10'8" 10'0" 13'8" 4'0" 6'0" 9'4" 6'4" 5'4" CHASE CHASE 26'6" ATTIC ACCESS 2'4" 12'0" 2'0" 20'0" 2'0" 10'0" 12'0" 9'4" 11'2 1 2 " IT CLOSET FAMILY RESTROOM 7'0" 4'5" 2'0" 3'4" 9'0" 3'4" 8'0" 4'0" 17'0" 10'4" 9'4" 3'4" 1'8" 2 3 6"X 6" X 1/4" TUBE COL. (TYP.) 5 2 G4 BASE CABINETS 34" FOR ADA FLOOR PLAN 1 G1 3/16"=1'0" 6'7" 6'0" BASE CABINETS 34" FOR ADA ADJUSTABLE SHELVING 6'0" 6' X 4' OPENING WITH SHUTTER 6'10" 6'0" 9'4" 3'4" 10'4" 6' X 4' OPENING WITH SHUTTER MOP SINK 2'0" 16'6" 2'0" 16'6" A 8'8" 2'4" 6'4" 7'11" 6'5" 2 G3 1 G3 1 G4 3 G4 72'0" OUT TO OUT OF BRICK 31'0" 35'0" 52'0" OUT TO OUT OF BRICK 1 November 2017 J.S. 3/16" = 1'0" G1 SJAFB Multisports NOT FOR CONSTRUCTION S MITH ENGINEERING AND ESIGN, D P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax:
2 1 G2 FRONT ELEVATION 3/16"=1'0" 4 METAL ROOF PANELS 12 BRICK VENEER REAR ELEVATION 3 G2 3/16"=1'0" 3'4" BRICK VENEER 2'10" 4'0" 6' X 4' OPENING WITH SHUTTER 6'0" MASONRY JOINT 19' " 7'0" METAL ROOF PANELS '5 1 2 " PLATE HEIGHT 9'5 1 2 " PLATE HEIGHT METAL ROOF PANELS G2 LEFT ELEVATION 3/16"=1'0" METAL ROOF PANELS 12 4 RIGHT ELEVATION 4 G2 3/16"=1'0" 6' X 4' OPENING WITH SHUTTER 2'10" 4'0" 6'0" MASONRY JOINT BRICK VENEER BRICK VENEER 9'5 1 2 " PLATE HEIGHT 9'5 1 2 " PLATE HEIGHT 1 November 2017 J.S. 3/16" = 1'0" G2 SJAFB Multisports NOT FOR CONSTRUCTION S MITH ENGINEERING AND ESIGN, D P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax:
3 2 X 8 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO BOND BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 48" O.C. METAL ROOF PANELS ON 5/8" T&G PLYWOOD WITH 30 LB FELT PREENGINEERED WOOD TRUSSES 7'0" RIDGE VENT 8'0" 3/4" T&G PLYWOOD S MITH E NGINEERING AND D ESIGN, P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax: HARDIBOARD FASCIA BOARD HARDIBOARD VENTED SOFFIT HARDIBOARD FREEZE BOARD 4'0" O.H. BRICK VENEER WATER PROOF BLOCK 1" AIR SPACE #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE PAINTED MOLDING 8" BOND BEAM WITH (2) #5 REBAR & 3,000 PSI PEA GRAVEL CONCRETE 8" PAINTED CONCRETE BLOCK FOAM FILL WITH CORE FILL 500 INSULATION DURAWALL REINFORCING 16" O.C. VERTICALLY 5/8" PAINTED GWB R38 BATT INSULATION 9'4" BLOCK HEIGHT NOT FOR CONSTRUCTION 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS RUBBER BASE 4" CONCRETE SLAB W/ W.W.F 1'0" 8" 2'0" (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. 4" COMPACTED FILL WALL SECTION 1 G3 3/8"=1'0" RIDGE VENT PREENGINEERED WOOD TRUSSES 8'0" 2 X 6 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO STEEL BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. HARDIBOARD FASCIA BOARD HARDIBOARD VENTED SOFFIT 2 X 8 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO BOND BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. HARDIBOARD FREEZE BOARD 2X4 BOXING WITH HARDIBOARD TRIM 8'5 3 4" HARDIBOARD CEILING & TRIM BOARDS W8X15 BEAM 7'0" HOLLOW METAL DOOR (BEYOND) BRICK VENEER WATER PROOF BLOCK 1" AIR SPACE METAL ROOF PANELS ON 5/8" T&G PLYWOOD WITH 30 LB FELT PAINTED MOLDING 8" BOND BEAM WITH (2) #5 REBAR & 3,000 PSI PEA GRAVEL CONCRETE 8" PAINTED CONCRETE BLOCK FOAM FILL WITH CORE FILL 500 INSULATION #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE DURAWALL REINFORCING 16" O.C. VERTICALLY 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS RUBBER BASE 4" CONCRETE SLAB W/ W.W.F 7'0" R38 BATT INSULATION 3/4" T&G PLYWOOD 9'4" BLOCK HEIGHT 5/8" PAINTED GWB HOLLOW METAL DOOR (BEYOND) SJAFB Multisports 1'0" 1'0" (2) #5 REBAR CONT. 8" 1'0" 2'0" (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. 4" COMPACTED FILL WALL SECTION 2 G3 3/8"=1'0" 1 November 2017 J.S. 3/16" = 1'0" G3
4 2 X 8 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO BOND BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. 7'0" 8'0" 3/4" T&G PLYWOOD RIDGE VENT 7'0" PREENGINEERED WOOD TRUSSES 2 X 8 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO BOND BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. METAL ROOF PANELS ON 5/8" T&G PLYWOOD WITH 30 LB FELT 2 X 6 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO STEEL BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. S MITH E NGINEERING AND D ESIGN, P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax: HARDIBOARD FASCIA BOARD HARDIBOARD FASCIA BOARD HARDIBOARD VENTED SOFFIT HARDIBOARD FREEZE BOARD 4'0" O.H. BRICK VENEER WATER PROOF BLOCK 1" AIR SPACE #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS PAINTED MOLDING 8" BOND BEAM WITH (2) #5 REBAR & 3,000 PSI PEA GRAVEL CONCRETE 8" PAINTED CONCRETE BLOCK FOAM FILL WITH CORE FILL 500 INSULATION DURAWALL REINFORCING 16" O.C. VERTICALLY RUBBER BASE 4" CONCRETE SLAB W/ W.W.F 5/8" PAINTED GWB 9'4" BLOCK HEIGHT R38 BATT INSULATION WITH VAPOR BARRIER 4" CONCRETE SLAB W/ W.W.F PAINTED MOLDING 8" BOND BEAM WITH (2) #5 REBAR & 3,000 PSI PEA GRAVEL CONCRETE 8" PAINTED CONCRETE BLOCK FOAM FILL WITH CORE FILL 500 INSULATION #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE DURAWALL REINFORCING 16" O.C. VERTICALLY 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS RUBBER BASE BRICK VENEER WATER PROOF BLOCK 1" AIR SPACE HARDIBOARD CEILING & TRIM BOARDS 15'8" W8X15 BEAM 8'5 3 4" HARDIBOARD VENTED SOFFIT HARDIBOARD FREEZE BOARD 2X4 BOXING WITH HARDIBOARD TRIM NOT FOR CONSTRUCTION 1'0" 8" 2'0" (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. 4" COMPACTED FILL 52'0" (2) #5 REBAR CONT. 1'0" 1'0" WALL SECTION 1 G4 3/8"=1'0" METAL ROOF PANELS ON 5/8" T&G PLYWOOD WITH 30 LB FELT 2 X 6 TREATED TOP PLATE W/ (2) SIMPSON H2.5 HURRICANE CLIPS STAGGERED EACH SIDE OF TRUSS BOLT PLATE TO STEEL BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 24" O.C. 2 X 8 TREATED TOP PLATE BOLT PLATE TO BOND BEAM WITH 5/8" DIA. ANCHOR BOLTS SPACED AT 48" O.C. PREENGINEERED WOOD TRUSSES R38 BATT INSULATION WITH VAPOR BARRIER 5/8" PAINTED GWB PAINTED MOLDING 8" BOND BEAM WITH (2) #5 REBAR & 3,000 PSI PEA GRAVEL CONCRETE HARDIBOARD FASCIA BOARD HARDIBOARD VENTED SOFFIT HARDIBOARD FREEZE BOARD 2X4 BOXING WITH HARDIBOARD TRIM W8X15 BEAM HARDIBOARD CEILING & TRIM BOARDS 4" 8" PAINTED CONCRETE BLOCK #5 VERTICAL REINFORCEMENT AT 48" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE DURAWALL REINFORCING 16" O.C. VERTICALLY RUBBER BASE 4" CONCRETE SLAB W/ W.W.F BRICK VENEER 1" AIR SPACE METAL WALL MAX 16" HORIZ., 16" VERT. PER CODE " CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS 6"X 6" X 1/4" TUBE COL. (TYP.) 2 X 4 WOOD 16" O.C. W/1/2" SHEATHING & VAPOR BARRIER (NOT SHOWN FOR CLARITY) (SOLE PLATE TO BE TREATED WOOD) SLOPE 1/8" PER FOOT 4" CONCRETE SLAB W/ W.W.F SJAFB Multisports 8" 1'0" (2) #5 REBAR CONT. & #3 TIES AT 24" O.C. TYPICAL INTERIOR WALL SECTION 2 G4 3/4"=1'0" 4" COMPACTED FILL TYPICAL DETAIL AT COLUMNS 3 G4 3/4"=1'0" 1'6" 6" 3'0" (4) 3/4" DIA. ANCHOR BOLTS 12" LONG (3) #5 REBAR EACH WAY 4" COMPACTED FILL 1 November 2017 J.S. VARIES G4
5 STORAGE SALES ENLARGED RESTROOM LAYOUT 1 G5 1/4"=1'0" 16'2" 14'8" OFFICE CONF. ROOM PLUMBING CHASE STORAGE 3'0" 3'0" 3'0" 3'0" 3'0" 3'0" IT CLOSET 1'3" 2'6" 2'6" 2'6" 1'3" 1'3" 2'6" 2'6" 2'6" 1'3" 10'0" 1'6" 3'1" 3'1" 3'1" 3'1" 3'1" 1'6" 10'0" WOMEN'S RESTROOM 1'6" 3'1" 3'1" 3'1" 3'1" 5'1" 3'1" 3'1" 3'1" 3'1" 3'1" 1'6" 3'0" 3'0" 3'0" 3'0" 3'0" 5'0" 3'0" 3'0" 3'0" 3'0" 3'0" PLUMBING CHASE 2'11 2" 1 2'11" 2'11" 2'11" 2'11" 3'0" 3'0" 3'0" 3'0" 5'0" CLEAR CLEAR FAMILY RESTROOM 5'0" 7'0 1 2" 2'4" 1'6 2" 1 3'0" 3'0" 3'0" 3'0" 3'0" 3'1" 3'1" 3'1" 3'1" 3'1" MEN'S RESTROOM 2'6" 2'6" 2'6" 2'6" 11'4" 1 November 2017 J.S. 3/16" = 1'0" G5 SJAFB Multisports NOT FOR CONSTRUCTION S MITH ENGINEERING AND ESIGN, D P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax:
6 NUMBER DOORS FRAME DOOR SCHEDULE HARDWARE CLOSER PANIC DEVICE PUSH PLATES, PULL HANDLES PASSAGE PRIVACY KEYED ENTRY MORTISE LABEL/ SIZE THICKNESS MATERIAL ELEV MATERIAL ELEV HEAD JAMB SILL RATING 1 PR. 30 x 70 /4" HOLLOW METAL DE4 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE1 7 REMARKS 33"36" 36" LONG GRAB BAR MINIMUM 17"19" TOP OF SEAT 2'0" MIN. 18" LONG GRAB BAR MINIMUM HC WATER CLOSET 6" MAX. 12" MIN. 18" WALL FINISH 39"41" 17"19" TOP OF SEAT WALL FINISH 39"41" 12" MAX. 42" WIDE GRAB BAR MIN. PAPER DISPENSER 7"9" HC WATER CLOSET 15"48" 33"36" 2" COVER FLANGE, BEYOND WALL FINISH GRAB BAR DETAIL 1 1/4"1 1/2" GRAB BAR 33"36" AFF S MITH E NGINEERING AND D ESIGN, P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax: x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x x 70 /4" /4" HOLLOW METAL HOLLOW METAL DE1 DE1 HOLLOW METAL HOLLOW METAL FE1 FE x 70 /4" HOLLOW METAL DE2 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE x 70 /4" HOLLOW METAL DE3 HOLLOW METAL FE3 7 NOT FOR CONSTRUCTION x 70 /4" HOLLOW METAL DE1 HOLLOW METAL FE1 1 7 MIRROR NOTE: DOOR OPERATING HARDWARE ON DOORS NOT REQUIRING PANIC HARDWARE SHALL BE ADA COMPLIANT LEVER HANDLES 626 BRUSHED ALUMINUM MIRROR 3'0" 1'6" 2'0" 3'0" 3'0" SINK SINK 7'0" FLUSH HOLLOW METAL INSULATED U0.70 (R1.5) 7'0" FLUSH HOLLOW METAL INSULATED U0.70 (R1.5) 7'0" FLUSH HOLLOW METAL INSULATED U0.70 (R1.5) 7'0" FLUSH HOLLOW METAL INSULATED U0.70 (R1.5) FLUSH HOLLOW METAL INSULATED U0.70 (R1.5) 40" MAX. 34" MAX. 29" MIN. INSULATE ALL PIPES 40" MAX. 34" MAX. 29" MIN. INSULATE ALL PIPES 34" MAX ACCESSIBLE 27" MIN LAVATORY AND MIRROR LAVATORY AND MIRROR WATER COOLERS DE1 DE2 DE3 DE4 DOOR ELEVATIONS 3'4" 1'10" 2'4" 6'4" TOWEL DISPENSER SOAP DISPENSER 7'4" HOLLOW METAL FE1 7'4" HOLLOW METAL FE2 FRAME ELEVATIONS 7'4" HOLLOW METAL FE3 7'2" HOLLOW METAL FE4 1'2" MIN. 1'5" MAX. 46" MAX. 1'5" MAX. 46" MAX. 4'0" MAX. TO DISPENSING SLOT HC URINAL HC URINAL TYPICAL ADULT HC FIXTURE DETAILS SOAP & TOWEL DISPENSER NOT TO SCALE SJAFB Multisports 1 November 2017 J.S. N.T.S. G6
7 1" AIR SPACE #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS 1'0" 8" 1" AIR SPACE #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE (2) #5 REBAR CONT. SLOPE 1/8" PER FOOT 1/2" EXPANSION JOINT VARIES SEE PLAN #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE 2'0" DURAWALL REINFORCING 16" O.C. VERTICALLY RUBBER BASE SECTION 11 1'0" 8" 2'0" (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. DURAWALL REINFORCING 16" O.C. VERTICALLY RUBBER BASE SECTION 12 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. DURAWALL REINFORCING 16" O.C. VERTICALLY 1'6" 6" 3'0" 6"X 6" X 1/4" TUBE COL. (TYP.) SLOPE 1/8" PER FOOT (4) 3/4" DIA. ANCHOR BOLTS 12" LONG (3) #5 REBAR EACH WAY TYP. COLUMN FOOTING 1/3 SLAB DEPTH SAW CUT DETAIL 4" CONCRETE SLAB W/ W.W.F 4" 4" COMPACTED FILL 52'0" 15'0" 22'0" 15'0" 2'0" 2'0" 12'0" 2'0" 20'0" 2'0" 12'0" 9" 14'3" 22'0" 14'3" 9" 9" 9" 6'0" 9" 1 2 SLOPE 1/8" PER FOOT SLOPE 1/8" PER FOOT 2'0" 2'0" 35'10" 1 2 9" 4" CONCRETE SLAB W/ W.W.F. 6X6W1.4XW1.4 OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL 1 1 8'5" 9'4" 26'6" 4'5" 18'9" 13'1" SLOPE 1/8" PER FOOT 1 2 4'8" 31'0" 9" 1 1 SLOPE 1/8" PER FOOT 13'8" 18'8" 17'6" 9'4" 19'10" 6'8" 72'0" OUT TO OUT OF BRICK 66'0" OUT TO OUT OF BRICK 3'4" 6'4" 16'2" 1'6" 4'0" 10'8" 5'4" 5'0" 5'10" 2'8" 19'4" 4'4" 1 4 2'4" 9'8" SLOPE 1/8" PER FOOT 10'4" 7'0" SLOPE 1/8" PER FOOT 17'4" 3'8" 7'0" 7'10" '2 1 2 " 13'7" 8'0" 6'5" '0" OUT TO OUT OF BRICK S MITH E NGINEERING AND D ESIGN, P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax: NOT FOR CONSTRUCTION RUBBER BASE FOUNDATION PLAN 1 S1 3/16"=1'0" 4" 4" CONCRETE SLAB W/ W.W.F 8" 1'0" (2) #5 REBAR CONT. & #3 TIES AT 24" O.C. 4" COMPACTED FILL STRUCTURAL NOTES: 1" AIR SPACE #5 VERTICAL REINFORCEMENT AT 32" O.C. GROUT CELLS SOLID WITH 3,000 PSI PEA GRAVEL CONCRETE 1/2" EXPANSION JOINT 1'0" 8" SECTION 13 DURAWALL REINFORCING 16" O.C. VERTICALLY 18" CONT. FLASHING W/WEEP 32" O.C. & 1" MORTAR NET CONTINUOUS RUBBER BASE (3) #5 REBAR CONT. & #3 TIES AT 24" O.C. SJAFB Multisports 2'0" SECTION 14 1 November 2017 J.S. 3/16" = 1'0" S1
8 48" OVERHANG TYP. 6'0" W8X15 BEAM L1 80'0" L1 66'0" ATTIC DRAFT STOPPING. 1 LAYER 5/8" GYPSUM BOARD APPLIED TO 1 SIDE OF THE TRUSS. TAPE ALL JOINTS. PER N.C. BUILDING CODE L1 W8X15 BEAM L1 L1 S MITH E NGINEERING AND D ESIGN, P.A Gracie Place, Suite A Goldsboro, N.C Corporation License No. C2241 Phone: Fax: W8X15 BEAM W8X15 BEAM W8X15 BEAM L1 L2 HIP 4:12 RIDGE 4:12 L2 HIP L1 L1 L1 L2 L1 ATTIC ACCESS 4:12 4:12 PROVIDE ACCESS DOOR IN ATTIC DRAFTSTOPPING L1 HIP HIP 52'0" 60'0" NOT FOR CONSTRUCTION L1 L1 L1 6"X 6" X 1/4" TUBE COL. (TYP.) W8X15 BEAM W8X15 BEAM W8X15 BEAM WOOD TRUSSES PER PREENGINEERED TRUSS 24" O.C. ROOF PLAN 1 S2 3/16"=1'0" 4'0" O.H. 2 S2 TRUSS DETAIL 7'0" 3/4" T&G PLYWOOD 8'0" 52'0" 7'0" PREENGINEERED WOOD TRUSSES '0" O.H. SJAFB Multisports LINTEL SCHEDULE 1 November 2017 J.S. 3/16" = 1'0" S2
9 REV. REVISIONS TEL. (828) FAX. (828) JS
10 REVISIONS REV. WATER HAMMER ARRESTORS MARK FIXTURE UNITS MAKE/MODEL SAA 111 JOSAM 75001A SAB 1232 JOSAM 75002B SAC 3360 JOSAM 75003C SAD JOSAM 75004D SAE JOSAM 75005E SAF JOSAM 75006F TEL. (828) FAX. (828) JS
11 TEL. (828) FAX. (828) JS REV. REVISIONS
12 REV. REVISIONS TEL. (828) FAX. (828) JS
13 TEL. (828) FAX. (828) JS REV. REVISIONS
14 TEL. (828) FAX. (828) JS REV. REVISIONS
15 TEL. (828) FAX. (828) JS REV. REVISIONS
16 TEL. (828) FAX. (828) DGR REV. REVISIONS
17 TEL. (828) FAX. (828) DGR REV. REVISIONS
18 TEL. (828) FAX. (828) DGR REV. REVISIONS
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