G-001 & 2750 LAKE VILLA DRIVE METAIRIE, LOUISIANA PHONE(504) FAX(504) INDEX OF DRAWINGS W. ESPLANADE AVE.

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ABBREVIATIONS CIVIL C-1.0 SURVEY SUBDIVISION & LOTS C-2.0 SITE PAVING, GRADING & DRAINAGE C-2.1 JOINT LAYOUT PLAN C-2.2 SITE UTILITIES C-2.2a SURCHARGE FILL LIMITS C-2.

1 CAUSEWAY BLVD W. ESPLANADE AVE. DIVISION ST. HESSMER AVE. EDENBORN AVE. VETERANS MEMORIAL BLVD. VICINITY MAP SCALE: 1"=500'-0" ,000 FT INDEX OF DRAWINGS & 2750 LAKE VILLA DRIVE METAIRIE, LOUISIANA PHONE(504) FAX(504) GENERAL G-001 TITLE SHEET G-002 SYMBOLS AND ABBREVIATIONS CIVIL C-1.0 SURVEY SUBDIVISION & LOTS C-2.0 SITE PAVING, GRADING & DRAINAGE C-2.1 JOINT LAYOUT PLAN C-2.2 SITE UTILITIES C-2.2a SURCHARGE FILL LIMITS C-2.3 PAVING & MISCELLANEOUS DETAILS C-3.0 DUMPSTER PAD PLAN C-3.1 DUMPSTER PAD ELEVATIONS & DETAILS C-3.2 DUMPSTER PAD ELEVATIONS C-3.3 DUMPSTER PAD SECTIONS & DETAILS JEFFERSON PARISH STANDARD PLANS JP-1 TYPICAL ROADWAY DETAILS JP-2 TYPICAL ROADWAY DETAILS JP-3 TYPICAL ROADWAY RESTORATION DETAIL JP-4 STD. DETAILS FOR CONNECTING DRIVEWAYS TO EXISTING ROADWAYS JP-5 DRAINAGE STANDARD DETAILS JP-6 DRAINAGE STANDARD DETAIL JP-7 DROP INLET DETAILS JP-8 TYPICAL SIDEWALK DETAILS JP-9 CURB RAMP FOR THE HANDICAPPED JP-10 WATER STANDARD DETAILS JP-11 WATER STANDARD DETAILS JP-12 SEWER STANDARD DETAIL JP-13 COMMERCIAL PLAN OF DESIGN DETAILS AND GENERAL NOTES ARCHITECTURAL SURVEY TOPOGRAPHICAL & UTILITY SURVEY LS-101 FIRST FLOOR LIFE SAFETY LS-102 SECOND FLOOR LIFE SAFETY SW-001 SITE PLAN SW-002 SITE DETAILS A-001 FINISH SCHEDULE & WALL TYPES A-002 FINISH DETAILS A-003 OPENING SCHEDULE, ELEVATIONS, A-004 OPENING ELEVATIONS A-005 OPENING DETAILS A-006 OPENING DETAILS A-007 OPENING DETAILS A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ENLARGED ELEVATOR & STAIR PLAN & DETAILS A-104 ENLARGED TOILET ROOM PLANS & ELEVATIONS A-105 ENLARGED INTERIOR STAIR PLAN & DETAILS A-106 ENLARGED EXTERIOR STAIR PLANS & DETAILS A-107 ENLARGED EXTERIOR STAIR PLANS & DETAILS A-108 ENLARGED RAMP PLANS & DETAILS A-201 FIRST FLOOR REFLECTED CEILING PLAN & DETAILS A-202 SECOND FLOOR REFLECTED CEILING PLANS & DETAILS A-301 ROOF PLAN & DETAILS A-302 ROOF DETAILS ARCH. CONTD. A-401 EXTERIOR BUILDING ELEVATIONS A-402 EXTERIOR BUILDING ELEVATIONS A-501 BUILDING SECTIONS A-502 BUILDING WALL SECTIONS A-503 BUILDING WALL SECTIONS A-504 BUILDING WALL SECTIONS A-505 BUILDING WALL SECTIONS A-601 INTERIOR ELEVATIONS A-701 CASEWORK SECTIONS A-702 CASEWORK SECTIONS A-801 FIRST FLOOR FINISH PLAN A-802 SECOND FLOOR FINISH PLAN A-803 BUILDING SIGNAGE DETAILS LANDSCAPE LS-100 IR-100 LANDSCAPE PLAN & DETAILS IRRIGATION PLAN & DETAILS STRUCTURAL S-001 STRUCTURAL GENERAL NOTES S-002 STRUCTURAL GENERAL NOTES S-100 FOUNDATION PLAN S-101 FIRST FLOOR SLAB PLAN S-102 SECOND FLOOR FRAMING PLAN S-103 ROOF FRAMING PLAN S-201 COLUMN & BASE PLATE SCHEDULE S-202 ELEVATOR FRAMING; ELEVATIONS S-203 ELEVATOR SECTIONS & DETAILS S-204 BUILDING FRAMING SECTIONS S-205 FRAMING ELEVATIONS S-206 FRAMING ELEVATIONS S-207 FRAMING ELEVATIONS S-208 FRAMING ELEVATIONS S-209 BUILDING SECTIONS S-210 BUILDING SECTIONS S-211 BUILDING SECTIONS S-212 BUILDING SECTIONS S-213 MECHANICAL SLAB FRAMING S-301 SLAB PM GRADE & CONCRETE DETAILS S-302 PILE CAP AND FOUNDATION DETAILS S-401 STEEL FRAMING DETAILS S-501 TYPICAL METAL STUD DETAILS S-502 TYPICAL METAL STUD DETAILS S-601 TYPICAL METAL STUD DETAILS MECHANICAL M-1.0 FIRST FLOOR PLAN MECHANICAL M-1.1 SECOND FLOOR PLAN MECHANICAL M-3.0 MECHANICAL SCHEDULES M-3.1 MECHANICAL DETAILS MEP-1.0 SITE PLAN ELECTRICAL & MECHANICAL P-1.0 FIRST FLOOR PLAN - PLUMBING P-1.1 SECOND FLOOR PLAN - PLUMBING P-2.0 ROOF PLAN PLUMBING P-3.0 PLUMBING RISERS P-4.0 PLUMBING SCHEDULES AND DETAILS M-1.0 FIRST FLOOR PLAN - MECHANICAL M-1.1 SECOND FLOOR PLAN - MECHANICAL M-2.0 MECHANICAL SCHEDULES AND DETAILS ELECTRICAL E-1.0 FIRST FLOOR PLAN - LIGHTING E-1.1 SECOND FLOOR PLAN - LIGHTING E-1.2 DETAILS AND WIRING INSTRUCTIONS E-2.0 FIRST FLOOR PLAN - POWER E-2.1 SECOND FLOOR PLAN - POWER E-3.0 FIRST FLOOR PLAN - SPECIAL SYSTEMS E-3.1 SECOND FLOOR PLAN - SPECIAL SYSTEMS E-4.0 ELECTRICAL SCHEDULES AND DETAILS E-4.1 ELECTRICAL PANEL SCHEDULES G-001

3 Jan. 30, 2017 EXISTING SURVEY C-1.0

4 January 30, 2017 SITE PAVING, GRADING AND DRAINAGE SITE PAVING, GRADING AND DRAINAGE SCALE: 1" = 10'-0" PARKING LOT PAVEMENT NOTES: 95% COMPACTION. FILTER FABRIC SHALL BE PLACED ON THE SUB GRADE AND WRAPPED AROUND EDGES OF GRANULAR BASE. 2. ESTIMATED QUANTITY OF EXCAVATION IS 700 CUBIC YARDS. 3. EXISTING MATERIAL IS NOT PERMITTED AS BASE MATERIAL. C-2.0

5 January 30, 2017 JOINT LAYOUT PLAN JOINT LAYOUT SCALE: 1" = 10'-0" C-2.1

6 January 30, 2017 SITE UTILITIES WATER AND SEWER SITE PLAN SCALE: 1" = 10'-0" C-2.2

7 Jan. 30, 2017 SURCHARGE FILL LIMITS SURCHARGE FILL LIMITS SCALE: 1" = 10'-0" C-2.2a

8 9" 9" SURFACE OF PAVEMENT 1/8" R SPRAY WITH HEAVY COAT OF CURING COMPOUND 7/16" 1/4"+-1/16 7" (T) T/2 +/-1/2" SPOT WELD WHEN DOWEL BASKET IS USED ON SAND BASE, SUPPORT WITH 9 SQ. IN. (MIN.) SAND PLATE LEG CHAIRS (DIA ") SPACER WIRE (MAX. DIA ") JOINT SEALER 9" 6 5/8" SEE DETAIL "A" FILTER CLOTH CL " M PCC PAVEMENT CONTRACTION JOINT (CJ) NTS CTRS. 6 5/8" 9" SURFACE OF PAVEMENT PIN BASKET SPACER BARS (DIA ") TO BASE COURSE WIRE MESH NOT SHOWN FOR CLARITY. 6" (T) T/2 +/-1/2" DEF. TIE CTRS. 2" FILTER CLOTH 1'-3" 8" THK. 3,000 PSI CONC. 3/4' KEYWAY 4:1 3/4' 4:1 METAL SUPPORT PIN 1 1/2" 1'-3" REQ'D. 6x12WWF 77LBS./100S.F. SAND PLATE TO BE USED ON SAND BASES PCC PAVEMENT CONSTRUCTION JOINT (CSJ) TO BE USED AT END OF A DAY'S WORK OR AS INDICATED 24' WIRE MESH NOT SHOWN FOR CLARITY. NTS 13/16" PREFORMED ELASTOMERIC SEALER SAW CUT 1/8" WIRE MESH NOT SHOWN FOR CLARITY. DETAIL "A" NTS 1-1/2" CUT AND REMOVE BROKEN PAVEMENT AS DIRECTED COAT SURFACE WITH APPROVED CONC. EPOXY MATERIAL PER ASTM C-881, TYPE 3. 2" CJ JOINTS ARE FORMED BY SAWING, THE INITIAL CUT SHALL BE SAWED WITH A 1/8" MINIMUM WIDTH BLADE. SAWING SHALL COMMENCE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING THE CONCRETE WITHOUT CHIPPING, SPALLING OR TEARING AND SHALL BE COMPLETED PRIOR TO DEVELOPMENT OF RANDOM CRACKING. THE SEALANT RESERVOIR MAY BE SAW CUT TO THE REQUIRED WIDTH AND DEPTH SIMULTANEOUSLY WITH THE FIRST CUT OR ANY TIME LATER. JOINTS SHALL BE SEALED WITH PREFORMED ELASTOMERIC SEALER. (SEE DETAIL "A" THIS SHEET) REPLACE WITH NEW CONC. PAVEMENT (4000 PSI) w/6x12 WWF 77lbs/100 SQ FT. THICKNESS OF NEW CONC. SHALL BE THE GREATER OF 7" (MIN) OR THICKNESS OF EXIST. PAVEMENT 3/4" CL 3/4" SURFACE OF PAVEMENT 7" (T) T/2 +/-1/2" SPOT WELD 2 1/2" PREFORMED ELASTOMERIC SEALER LEG CHAIRS (DIA ") SPACER WIRE (MAX. DIA ") " CTRS. WOOD EXPANSION JOINT FILLER 3" 4' DOWEL BAR STOP " SPACER BARS (DIA ") GEOTEXTILE FABRIC CONCRETE DRIVEWAY N.T.S. 8" COMPACTED SAND NOTE: EXPANSION JOINTS SHALL BE LOCATED MAX. 20' APART. 8" COMPACTED BASE ALLOW A MIN. 12" OF EXIST. W.W.F. TO REMAIN FOR PLACING NEW CONC. PAVEMENT, LAP NEW WIRE OVER EXIST. (TYP.) GEOTEXTILE FABRIC CONCRETE PAVEMENT REPAIR N.T.S. SIDEWALK WIDTH IN CASES WHERE LAP OF EXIST. WWF CANNOT BE OBTAINED OR WHERE NONE " " " " " DEEP AND PRESSURE GROUTING BEFORE INSTALLING THE BARS. WHEN DOWEL BASKET IS USED ON SAND BASE, SUPPORT WITH 9 SQ. IN. (MIN.) SAND PLATE FILTER CLOTH PCC PAVEMENT EXPANSION JOINT (EJ) 24' WIRE MESH NOT SHOWN FOR CLARITY. PIN BASKET TO BASE COURSE Type EJ joints shall be sealed with elastomeric joint sealer The sealer shall have a nominal width of 2-1/2" before compression. Joints shall be cleaned prior to sealing. WWF 6X6-6/6 AT H/2 4" (TYP.) VARIES 4" (TYP.) 1/4"PER FT. TO BE EDGED (1/4" R)(TYP.) 4" 16" 16" 12" MIN. MAX. MAX. MAX. EXPANSION JOINT NTS A On type EJ joints, arc weld alternate ends of dowel bars to dowel baskets and place expansion tubes on alternate ends of dowel bars. Lubricate dowel bars on expansion tube side. 5" CONC. SIDEWALK X SAND BASE (REQ'D. IN FILL CONDITIONS ONLY) X X X VARIES 12" 16" 16" 4" MAX. MAX. MAX. MIN. 6" D.I. WATERLINE CONC. PAD #4 O.C. E.W. CONC. PIPE SUPPORT SEE DETAIL 1 18" " EQUAL TYPICAL CONC. SIDEWALK SECTION 6'-6" N.T.S. DETERMINE IN THE FIELD EQUAL PLAN VIEW LAYOUT PLAN FOR NO.10 COMMON GALV. NAILS AT EXPANSION JOINT (EJ) N.T.S. NOTE: BEFORE CONSTRUCTING NEW SIDEWALKS, EXISTING TREES SHALL BE ROOT-PRUNED BY AN ARBORIST FROM THE DEPT. OF PARKS AND PARKWAYS APPROVED ARBORIST LIST. DEPT. OF PARKS AND PARKWAYS - MS. TICA HARTMAN " COMPACTED LIMESTONE BEDDING A 12" C/L PAD 3'-0" 1 2" THK. NEOPRENE PAD #4 DOWELS E.F. Jan. 30, 2017 #3 (3 MIN.) DETERMINE IN FIELD PAVING AND MISCELLANEOUS DETAILS CONC. THRUST BLOCK ELEVATION BACKFLOW PREVENTER SCALE: 1"=1'-0" PROVIDE INSULATED PVC JACKET AROUND ALL EXPOSED PIPING, VALVES AND METER ASSEMBLY. PLAN BACKFLOW PREVENTER SCALE: 1"=1'-0" O.D.+6" SECTION A 6" DETAIL 1 C

9 24'-4" 24'-4" 1'-6" 9'-11" 1'-6" 9'-11" 1'-6" 4" 8" 22'-4" 8" 4" 5 5 2" VENT STACK 5 5 PROVIDE 1 2" WIDE VERT. EXPANSION JOINTS 7'-0" FROM CORNER THIS WALL. VENT STACK '-6" 1'-6" 8" 4" 3'-4" 4'-8 1/2" 6'-3" 4'-8 1/2" 1'-0" 1'-4" 10'-8" 8" HIGH CURB BOLLARD FDN., TYP. DRAIN GRATE AND SEDIMENT BUCKET 10'-8" 7'-8" 1'-6" 1'-6" 7'-8" 10'-8" 9'-4" 1'-4" 2'-0" 10'-0" CLR OPN'G. 2'-0" 2'-3" 1'-9" 10" 2'-0" DRAIN GRATE AND SEDIMENT BUCKET 10'-0" CLR OPN'G. 2'-0" 2 1'-4" 3 3'-0" HOSE BIBB (HOT AND COLD) 4" DIA. DRAIN LINE NEW GATE 5'-0" (TYP.) 4" NEW GATE 1" 4" NEW BOLLARD (TYP.) NEW PAVING SLOPE TO DRAIN DUMPSTER PAD FOUNDATION PLAN SCALE: 3/8" = 1'-0" DUMPSTER PAD PLAN SCALE: 3/8" = 1'-0" VENT STACK HEAVY DUTY SCREEN DRAIN W/ SEDIMENT BUCKET FIN. GRADE TIE-IN TO EXISTING SEWER LINE 3,000 psi CONC. W/ O.C. (E.W.) (OR 6x 6x 10x 10 WIRE MESH) EXISTING GREASE INTERCEPTOR 3" DIA. WASTE DRAIN LINE (SEE M1.0) C/L P-TRAP 2" SCH. 40 PVC C/L Jan. 30, 2017 DUMPSTER PAD PLAN DUMPSTER PAD SECTION SCALE: 3/8" = 1'-0" C

10 NEW STEEL FRAMED WOOD GATE CONNECT CENTER POSTS W/ WELD 24" CMU, PAINTED GALV. 2" STEEL PIPE, TYP. PRE-STAINED FENCE BOARD 7'-0" 8'-4 1/2" HEAVY DUTY BULLDOG HINGE 2 ANCHOR END POSTS TO MASONRY WALLS 3 PRE-STAINED FENCE BOARDS GALV. DROP ROD W/ GALV. SLEEVE EMBEDDED INTO PAVING 3 SPRING LOADED RUBBER CLAD WHEELS, TYP. HINGE DETAIL N.T.S. FRONT ELEVATION - METAL FRAMED WOOD FENCE SCALE: 1/2" = 1'-0" PRE-STAINED FENCE BOARD PRE-STAINED FENCE BOARD LATCHING DEVICE '-4 1/2" 1-1/2" HOLE HINGE DETAIL N.T.S. 2 5/8" X 6" PRE-STAINED FENCE BOARD PRESSURE TREATED 2X4 FASTENED TO PIPE. 2 GALVANIZED 2" STEEL PIPE NEW 8" DIA. CONC. FILLED BOLLARD. NEW GRADE SEE DWG. C-2.1 DUMPSTER PAD SECTION SCALE: 1/2" = 1'-0" NEW GATE TO BE CONSTRUCTED OF HOT DIP GALVANIZED STEEL TUBE. MATERIAL: LOW CARBON STEEL, SIZE 2: DIA. O.D. ALL FASTENERS AND BOLTS AND STRAPS ARE TO BE HOT DIP GALVANIZED. HEAVY DUTY SPRING LOADED RUBBER CLAD WHEEL. MIN. LOAD RATING: 200 LBS Jan. 30, 2017 DUMPSTER PAD ELEVATIONS AND DETAILS WHEEL DETAIL N.T.S. C

11 4" PRECAST CONC. COPING REINFORCED 8"X8"X16" C.M.U. WALL W/ BRICK VENEER TO MATCH EXISTING BUILDING BRICK VENEER EXPANSION JOINT 7'-0" REINFORCED 8"X8"X16" C.M.U. WALL W/ BRICK VENEER TO MATCH EXISTING BUILDING BRICK VENEER 4" PRECAST CONC. COPING 8'-5" 8'-4 1/2" 2 5'-0" 6" CONC. SLAB BEYOND SLOPED TOWARDS NEW DRAIN C/L C/L C/L C/L C/L 6" CONC. SLAB BEYOND SLOPED TOWARDS NEW DRAIN DUMPSTER PAD ELEVATION SCALE: 1/2" = 1'-0" SEE C-3.0 FOR OVERALL DIMENSIONS. DUMPSTER PAD ELEVATION SCALE: 1/2" = 1'-0" PRE-STAINED FENCE BOARDS, TYP. CONNECT CENTER POSTS W/ WELD 24" GALV. 2" STEEL PIPE, TYP. NEW 8" DIA. CONC. FILLED BOLLARD REF. D/C-3.3 NEW PAVEMENT/GRADE SEE DWG. C-1.2 NEW GATE TO BE CONSTRUCTED OF HOT DIP GALVANIZED STEEL TUBE. MATERIAL: LOW CARBON STEEL, SIZE; 2" DIA. O.D. ALL FASTENERS AND BOLTS AND STRAPS ARE TO BE HOT DIP GALVANIZED. 2 3 SPRING LOADED RUBBER CLAD WHEELS Jan. 30, 2017 DUMPSTER PAD INTERIOR ELEVATION SCALE: 1/2" = 1'-0" DUMPSTER PAD ELEVATIONS C

12 PRE-CAST CONC. COPING FACE BRICK. MATCH EXIST. SCHOOL BRICK VENEER ADJUSTABLE STAINLESS STL. MASONRY WALL O.C. STRUCTURAL 8" CMU 1" 4" CMU PILASTER BEYOND. SEE DETAILS. 7'-4" 4 1/2" PRE-CAST CONC. COPING WATERPROOF MEMBRANE OVER TOP COURSE OF MASONRY. PENETRATIONS SHALL BE SEALED PRIOR TO INSTALLATION OF COPING. COMPRESSIBLE FILL MATERIAL TOOLED MORTAR JOINT FACE BRICK. WATER PROOF ALL EXPOSED SURFACES ADJUSTABLE STAINLESS STL. WALL 16" O.C. VERT. AND HORIZ. #9 STAINLESS STL. WIRE - ENGAGED 3/4" AIR SPACE 3/4" AIR SPACE TOOLED MORTAR JOINT FACE BRICK. WATER PROOF ALL EXPOSED SURFACES #9 STAINLESS STEEL WIRE - ENGAGED ADJUSTABLE STAINLESS STEEL WALL 16" O.C. VERTICALLY AND HORIZONTALLY 3/4" AIR SPACE TOOLED MORTAR JOINT 5/8" MIN. 1" WALL HEAD DETAIL SCALE: 3" = 1'-0" WALL SECTION SCALE: 3" = 1'-0" 3 5 8" 1'-0" 3/4" 1'-0" 7 5/8" 3/4" 3 5/8" 7 5/8" STAINLESS STL. MASONRY COPING ANCHOR. MIN. 2 PER UNIT CONTINUOUS DRIP REINFORCED BOND BEAM STL. REINF. AND GROUT FULL HEIGHT OF 32" O.C. HORIZ. MAX. CMU JOINT REINF. EVERY OTHER COURSE, FIRST COURSE FROM BASE AND TOP OF WALL. TOOLED MORTAR JOINT 8" STRUCTURAL CMU. PRIME AND PAINT ALL EXPOSED SURFACES. TOOLED MORTAR JOINT CMU JOINT REINFORCING EVERY OTHER COURSE, FIRST COURSE FROM BASE AND TOP OF WALL. 8" STRUCTURAL CMU. PRIME AND PAINT ALL EXPOSED SURFACES. 2'-8" #6 12" O.C. 6" 4'-0" 4'-0" #6 11 3/4" 1'-6" 8" 6" 4 x 4-W5.5 x W5.5 6" COMPACTED FILL #6 VAPOR BARRIER CONCRETE SLAB EDGE BEAM SCALE: 1" = 1'-0" CONC. CAP SOLID W/CONC. ENTIRE EXPOSED SURFACE SHALL BE PAINTED WITH EXTERIOR TRAFFIC YELLOW PAINT. NEW CONC. FOOTING NEW 6" SLAB 1'-6" GRADE BEAM 1'-6" 11 3/4" 4" 8" HIGH CURB 11 3/4" 1'-6" TYPICAL DETAIL AT PILASTER SCALE: 1" = 1'-0" 4" 16x16 PILASTER, (TYP.) 30" MIN. LAP W/DOWELS C/L O.C. TIES 4-#5 VERT. 8" HIGH CONC. CURB FINISH GRADE 6" THK. CONC. SLAB 8" ADJUSTABLE STAINLESS STL. WALL 16" O.C. VERT. AND HORIZ. #9 STAINLESS STL. WIRE - ENGAGED FACE BRICK. WATER PROOF ALL EXPOSED SURFACES METAL THRU WALL FLASHING SEALED LAP SPLICE STAINLESS STL. METAL DRIP 9" 48" #6 FINISH, PRIME, AND PAINT EXTERIOR FACE OF CONC. TO 12" BELOW GRADE 1/8" 11 3/4" 1/8" 8" MIN. 8" 8" STRUCTURAL CMU. PRIME AND PAINT ALL EXPOSED SURFACES TOOLED MORTAR JOINT CMU JOINT REINF. EVERY OTHER COURSE, FIRST COURSE FROM BASE AND TOP OF WALL. STEEL REINF. AND GROUT FULL HEIGHT OF 32" O.C. HORIZ. MAX. 8" STRUCTURAL CONC. CURB CONC. - LIGHT BROOM FINISH TO MATCH EXIST. ADJACENT SLAB. 30" 30" 1'-4" DIA. BOLLARD DETAIL SCALE: 1" = 1'-0" 32" O.C. HORIZ. 24" O.C. VERT. AT ALL CORNERS GROUT FILL FULL HEIGHT 8"x8"x16" CMU 7 5/8" Jan. 30, 2017 DUMPSTER PAD SECTIONS AND DETAILS WATER PROOFING 6" 7 5/8" 32" O.C. HORIZ. WALL SECTION SCALE: 1 1/2" = 1'-0" WALL BASE DETAIL SCALE: 3" = 1'-0" TYPICAL DETAIL AT CORNER REBAR SCALE: 1" = 1'-0" C

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel