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ElevationsJOB NO. DATE 2104411 SHEET NO.#DATE TYPE12345678910REVISIONS DO NOT SCALE PLANS Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact SGA Design Group with any need for additional dimensions or clarifications. REVIEWED BY VH DRAWN BY OG SITE / STORE ID #: XXX2070 N Eagle Rd MERIDIAN, ID 83646STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT MERIDIAN, ID CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07/20/21 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW.© SGA DESIGN GROUP, P.C.07/20/21 DEMOLITION PLAN A1.0 1 DEMOLITION FLOOR PLAN1 A1.0 1/16"=1'-0"0 B A 1 2 3 4 C D E F B A C D E F 103 116 117 100 102 104 116 119 118 119 110 109 105 EXISTING COLUMNS TO REMAIN, VERIFY IF STRUCTURAL TO EXTERIOR WALL107 114 3'-4" X 7'-4'' M.O. 3'-2'' 18'-8" X 12'-0'' M.O.6'-1" 120 ADJACENT TENANT, NO WORK TO BE DONE PAST THIS AREA 111 115 EXISTING ELECTRICAL EQUIPMENT TO BE MOVED TO TENANT SPACE, REF SHEET A1.3 EXISTING CLEAN-OUT IN SLAB TRENCHING, REF PLUMBING SHEETS 119 119 119 101 121 VERIFY LOCATION OF EXISTING LINE BEFORE WORK BEGINS 2'-0" TYP. EXISTING COLUMNS TO REMAIN, VERIFY IF STRUCTURAL TO EXTERIOR WALL 119 114 114 114 114 SCOPE OF WORK IN THIS AREA BY LANDLORD 24'-6"8'-0" 3'-4" X 7'-4'' M.O.1'-6" 119 A. CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND MATERIALS REQUIRED FOR THE CONTRACTED WORK PRIOR TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT IN WRITING IMMEDIATLY. COORDINATE WITH BURLINGTON PM ON PHASING AND PROCEDURE. B. REMOVE ALL EXISTING ELECTRICAL CONDUIT, JUNCTION BOXES, WIRING ECT. MECHANICAL DUCTOWORK, EQUIPMENT, RTUS, ETC. AND PLUMBING FIXTURES, EQUIPMENT, ECT, THAT WILL NOT BE RE-USED. TYPICAL THROUGHOUT AREA OF WORK. COORDINATE ALL MEP WORK WITH ENGINEERING DRAWINGS AND NEW PLANS. CAP OFF ANY EXISTING UNUSED SANITARY SEWER OR DOMESTIC WATER LINES UNDER SLAB. REFER TO PLUMBING DWGS FOR ADDITIONAL INFORMATION. C. EXISTING EXTERIOR FINISHES SHALL REMAIN; REF: A5.0 FOR EXTENT OF NEW WORK D. REMOVE ALL FIXED CABINETRY, SHELVING, MILLWORK, PEG BOARD, PHONE STATIONS, & SLAT WALL UNLESS NOTED OTHERWISE. E. ELECTRICAL CONTRACTOR TO DISCONNECT POWER TO ALL ITEMS TO BE REMOVED CONTAINING ELECTRICAL LINES. F. VERIFY WITH THE OWNER, PRIOR TO DEMOLITION, ALL REMOVED ITEMS TO BE SALVAGED, STORED, OR THROWN AWAY. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. COORDINATE WITH THE OWNER ANY & ALL NECESSARY SHUTOFF, CAPPING AND CONTINUATION OF UTILITY SERVICES PRIOR TO COMMENCEMENT. DO NOT INTERRUPT EXISTING UTILITIES SERVING USED FACILITIES. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION TO ANY ADJACENT FACILITIES AT NO COST TO OWNER G. ALL POWER POLES, TELEVISIONS (& BRACKETS) NOT TO BE RE-USED ARE TO BE REMOVED COMPLETE. H. DO NOT TERMINATE ANY UTILITY SERVICE TO EXISTING BUILDINGS TO REMAIN. COORDINATE ANY SHUT OFF OR TEMPORARY DISRUPTION WITH JOB SUPERINTENDENT. I. PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION TO ANY ADJACENT FACILITIES AT NO COST TO OWNER. J. DO NOT CLOSE, BLOCK, OR OTHERWISE OBSTRUCT STREETS, WALKS OR OTHER FACILITIES OCCUPIED OR USED BY THE GENERAL PUBLIC. K. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL APPLICABLE REGULATIONS. SEE A-0.1 FOR ADDITIONAL INFORMATION. L. PATCH & REPAIR ALL EXISTING WALL, SOFFIT AND CEILING CONSTRUCTION DAMAGED DUE TO DEMOLITION WORK TO FLUSH SMOOTH CONDITION TO MATCH AND ALIGN W/ ADJACENT SURFACES AND PREPARE SURFACES AND RECEIVE NEW FINISHES. M. REMOVE ALL INTERIOR SIGNAGE AND ALL ASSOCIATED PARTS. N. COORDINATE ANY ASBESTOS ABATEMENT / REMOVAL WITH BURLINGTON CONSTRUCTION MANAGER. O. FIELD VERIFY AMOUNT OF TRENCHING REQUIRED FOR NEW PLUMBING FIXTURE AND ELECTRICAL EQUIPMENT LOCATIONS PRIOR TO NEW CONSTRUCTION. UTILIZE EXISTING LINES AS MUCH AS POSSIBLE AND NOTIFY ARCHITECT IF THERE ARE ANY CONFLICTS. DEMO PLAN GENERAL NOTES CODED NOTE (SEE SPECIFIC SHEET CODED NOTES) SYMBOL LEGEND SYMBOL DESCRIPTION XXX EXISTING WALL TO REMAIN PARTITION LEGEND REMOVE INDICATED ITEMS DEMOLITION PLAN NOTES 100. REMOVE EXISTING FLOOR FINISHES AND ADHESIVES IN THEIR ENTIRETY. PREP EXISTING CONCRETE SURFACE FOR NEW FINISHES. SEE A1.4 FOR ADDITIONAL INFORMATION. 101. REMOVE EXISTING BOLLARDS. REPAIR SLAB AS REQUIRED. 102. ALL REMAINING ABANDONED OUTLETS, DRAINS, HOLES, ETC. IN THE FLOOR SHALL BE COMPLETELY REMOVED TO CREATE A SMOOTH CONCRETE SLAB READY TO ACCEPT NEW FLOOR FINISH. PREP FLOOR AS REQUIRED FOR NEW FINISHES. ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 103. REMOVE EXISTING LANDSCAPING PLANTER AND CURB. PATCH AND REPAIR EXISTING SIDEWALK AS REQUIRED TO MATCH EXISTING. 104. ALL EXISTING COLUMNS TO REMAIN U.N.O. 105. REMOVE EXISTING INTERIOR WALL AND CONCRETE CURB (IF PRESENT) DOWN TO EXISTING SLAB. REPAIR SLAB AS REQUIRED IN PREPARATION OF NEW SMOOTH AND LEVEL FINISHES. 106. NOT USED. 107. REMOVE EXISTING EQUIPMENT AND RAILING RAILING. PATCH AND REPAIR EXISTING SLAB AS REQUIRED. 108. NOT USED. 109. REMOVE EXISTING VESTIBULE ENTIRELY, DO NOT REMOVE ANY EXISTING COLUMNS. REMOVE EXISTING WALK ON GRATES, PADS, STOREFRONT, DOORS, HEADERS, AND EQUIPMENT, REF. STRUCTURAL. 110. REMOVE EXISTING STOREFRONT DOORS, EAS PEDESTALS AND ASSOCIATED EQUIPMENT. 111. REMOVE EXISTING DOOR AND FRAME COMPLETELY. INFILL WITH CMU TO MATCH EXISTING CONDITIONS. REFER TO STRUCTURAL PLANS. 112. NOT USED. 113. NOT USED. 114. CUT NEW OPENING IN EXISTING WALL IN PREPARATION FOR NEW DOOR CONSTRUCTION. REF, STRUCTURAL. 115. REMOVE PORTION OF EXISTING EXTERIOR WALL IN PREPARATION FOR COMPACTOR DOOR OPENING. 116. REMOVE EXISTING EXTERIOR STUD WORK AND FINISHES DOWN TO EXISTING SLAB. REPAIR SLAB AS REQUIRED IN PREPARATION FOR NEW CONSTRUCTION. 117. REMOVE EXISTING MASONRY VENEER, TAKE CARE NOT TO DAMAGE EXISTING EXTERIOR WALL BEHIND. REPAIR SLAB AS REQUIRED IN PREPARATION FOR NEW VENEER. 118. REMOVE EXISTING CMU INFILL DOWN TO EXISTING SLAB. REPAIR SLAB AS REQUIRED IN PREPARATION FOR NEW CONSTRUCTION. 119. REMOVE PORTION OF EXISTING CONCRETE AS REQUIRED IN PREPARATION FOR NEW CONCRETE, REF: STRUCTURAL DRAWINGS FOR EXTENT AND DETAILS. 120. REMOVE EXISTING MERCHANDISING FIXTURES AND ASSOCIATED MOUNTING RAILS, TYPICAL THROUGHOUT ENTIRE EXISTING SPACE. 121. REMOVE PORTION OF EXISTING SLAB AND PREPARE FOR NEW DOCK LEVELER PIT. REFER TO STRUCTURAL AND MEP FOR ADDITIONAL DETAILS. 122. REMOVE PORTION OF EXISTING SLAB FOR NEW PLUMBING LINES. REFER TO PLUMBING SHEETS FOR ADDITIONAL INFORMATION AND DETAILS. TRENCHING STARTING POINT TO BE VERIFIED IN FIELD BASED ON LOCATION OF EXISTING LINE. A. EXISTING PARTITION AND FINISHES TO REMAIN UNLESS NOTED OTHERWISE [U.N.O]. B. ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. C. EXISTING STRUCTURAL COLUMNS TO REMAIN. MAINTAIN EXISTING GWB SURROUND WHERE EXISTING , TYP. THROUGHOUT. SHEET PLAN NOTES 07/21/2021 JOB NO. DATE 2104411 SHEET NO.#DATE TYPE12345678910REVISIONS DO NOT SCALE PLANS Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact SGA Design Group with any need for additional dimensions or clarifications. REVIEWED BY VH DRAWN BY OG SITE / STORE ID #: XXX2070 N Eagle Rd MERIDIAN, ID 83646STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT MERIDIAN, ID CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07/20/21 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW.© SGA DESIGN GROUP, P.C.07/20/21 DEMOLITION ELEVATIONS A1.2 DEMO FRONT FINISH ELEVATION1 A1.2 3/32"=1'-0"0 DEMO SIDE EXTERIOR ELEVATION2 A1.2 3/32"=1'-0"0 TOP OF EXISTING FASCIA 34'-0" A.F.F. 1 TOP OF EXISTING FASCIA 30'-2" A.F.F. TOP OF EXISTING PARAPET 28'-0" A.F.F. FINISH FLOOR 0'-0" A.F.F. 2 3 4 101 102 102 103 105 106 ADJACENT TENANT, NO WORK TO BE DONE PAST THIS AREA 107 107109 108109 TOP OF EXISTING FASCIA 26'-6" A.F.F. EXISTING SCUPPER TO REMAIN, TYP. EXISTING CMU WALL TO REMAIN DEMO FRONT ELEVATION3 A1.2 3/32"=1'-0"0 1 2 3 4 ADJACENT TENANT, NO WORK TO BE DONE PAST THIS AREA TOP OF EXT. STEEL. 24'-8'' V.I.F. 18'-8"8'-6 3/4"33'-2"8'-8"107 103 REMOVE THREE COURSES OF CMU ABOVE FRAMED OPENING REF. STRUCTURAL 11'-4"3'-4"8'-6"11'-4" EXISTING TOP OF WALL AND MATERIAL TO REMAIN TOP OF EXT. MASONRY 28'-0'' V.I.F. 35'-4" DEMOLITION ELEVATION NOTES 101. REMOVE EXISTING MASONRY MASONRY VENEER, TAKE CARE NOT TO DAMAGE EXISTING EXTERIOR WALL BEHIND. PREPARE WALL FOR NEW FINISH MATERIAL. 102. REMOVE EXISTING EXTERIOR STUD WORK AND FINISHES DOWN TO THE EXISTING SLAB. TAKE CARE NOT TO DAMAGE THE STRUCTURAL CMU WALL BEHIND. REFER TO DEMOLITION PLAN FOR ANY DEMOLITION REGARDING EXISTING CMU WALL. 103. REMOVE EXISTING STOREFRONT DOORS, STUD WORK AND GLAZING, INFILL WITH CMU TO MATCH EXISTING. REF STRUCTURAL. 104. NOT USED. 105. REMOVE EXISTING FASCIA AND PREPARE FOR NEW CONSTRUCTION. 106. REMOVE EXISTING LIGHT FIXTURES AND ALL ASSOCIATED CONDUITS, ECT. 107. REMOVE PORTION OF EXISTING CMU WALL AND PREPARE FOR NEW DOOR OR STOREFRONT. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. 108. REMOVE EXISTING DOOR AND FRAME. INFILL AREA WITH CMU TO MATCH EXISTING CONDITIONS. 109. REMOVE EXISTING BOLLARDS, REPAIR SLAB AS REQUIRED FOR SMOOTH AND LEVEL FINISH. CODED NOTE (SEE SPECIFIC SHEET CODED NOTES) SYMBOL LEGEND SYMBOL DESCRIPTION XXX SHEET GENERAL NOTES A. CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND MATERIALS REQUIRED FOR THE CONTRACTED WORK PRIOR TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT IN WRITING IMMEDIATLY. COORDINATE WITH BURLINGTON PM ON PHASING AND PROCEDURE. B. REMOVE ALL EXISTING ELECTRICAL CONDUIT, JUNCTION BOXES, WIRING ECT. MECHANICAL DUCTOWORK, EQUIPMENT, RTUS, ETC. AND PLUMBING FIXTURES, EQUIPMENT, ECT, THAT WILL NOT BE RE-USED. TYPICAL THROUGHOUT AREA OF WORK. COORDINATE ALL MEP WORK WITH ENGINEERING DRAWINGS AND NEW PLANS. C. ELECTRICAL CONTRACTOR TO DISCONNECT POWER TO ALL ITEMS TO BE REMOVED CONTAINING ELECTRICAL LINES. D. VERIFY WITH THE OWNER, PRIOR TO DEMOLITION, ALL REMOVED ITEMS TO BE SALVAGED, STORED, OR THROWN AWAY. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. COORDINATE WITH THE OWNER ANY & ALL NECESSARY SHUTOFF, CAPPING AND CONTINUATION OF UTILITY SERVICES PRIOR TO COMMENCEMENT. DO NOT INTERRUPT EXISTING UTILITIES SERVING USED FACILITIES. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION TO ANY ADJACENT FACILITIES AT NO COST TO OWNER E. ALL POWER POLES, TELEVISIONS (& BRACKETS) NOT TO BE RE-USED ARE TO BE REMOVED COMPLETE. F. DO NOT TERMINATE ANY UTILITY SERVICE TO EXISTING BUILDINGS TO REMAIN. COORDINATE ANY SHUT OFF OR TEMPORARY DISRUPTION WITH JOB SUPERINTENDENT. G. PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION TO ANY ADJACENT FACILITIES AT NO COST TO OWNER. H. DO NOT CLOSE, BLOCK, OR OTHERWISE OBSTRUCT STREETS, WALKS OR OTHER FACILITIES OCCUPIED OR USED BY THE GENERAL PUBLIC. I. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL APPLICABLE REGULATIONS. SEE A-0.1 FOR ADDITIONAL INFORMATION. J. PATCH & REPAIR ALL EXISTING WALL, SOFFIT AND CEILING CONSTRUCTION DAMAGED DUE TO DEMOLITION WORK TO FLUSH SMOOTH CONDITION TO MATCH AND ALIGN W/ ADJACENT SURFACES AND PREPARE SURFACES AND RECEIVE NEW FINISHES. K. REMOVE ALL INTERIOR SIGNAGE AND ALL ASSOCIATED PARTS. EXISTING TO REMAIN PARTITION LEGEND REMOVE INDICATED ITEMS 07/21/2021 JOB NO. DATE 2104411 SHEET NO.#DATE TYPE12345678910REVISIONS DO NOT SCALE PLANS Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact SGA Design Group with any need for additional dimensions or clarifications. REVIEWED BY VH DRAWN BY OG SITE / STORE ID #: XXX2070 N Eagle Rd MERIDIAN, ID 83646STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT MERIDIAN, ID CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07/20/21 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW.© SGA DESIGN GROUP, P.C.07/20/21 CONSTRUCTION PLAN A1.3 FLOOR PLAN KEYED NOTES 100. ALL OUTSIDE GYPSUM BOARD CORNERS ARE TO HAVE CORNER GUARDS INSTALLED THROUGHOUT ENTIRE SPACE. INSTALL CG-1 CORNER GUARDS ON ALL OUTSIDE CORNERS IN SALES & OFFICE AREAS. INSTALL CG-2 CORNER GUARDS ON ALL OUTSIDE CORNERS IN STOCK & RECEIVING AREAS. SEE FINISH SCHEDULE ON A4.0 FOR MORE INFORMATION. 101. SOP MARKING AREA COUNTER. 102. QUEUE CUSTOMER TRAFFIC SYSTEM. 103. FUTURE VIEWING DESK TO RECEIVE POWER OFF COLUMN ENCLOSURE @ 24" A.F.F. SEE ELECTRICAL DRAWINGS FOR MORE DETAIL. CONFIRM FINAL PLACEMENT WITH BURLINGTON PROJECT MANAGER PRIOR TO INSTALLATION OF MATERIALS. 104. CASH WRAPS TO RECEIVE POWER AND DATA. CONFIRM FINAL PLACEMENT WITH BURLINGTON PROJECT MANAGER PRIOR TO INSTALLATION OF MATERIALS. ALL CASH WRAPS & CUSTOMER SERVICE COUNTERS TO BE ACCESSIBLE. SEE DETAIL 9 ON SHEET A0.3 & SHEET E3.0 FOR CASH WRAP & CUSTOMER SERVICE COUNTER DETAILS. 105. NOT USED 106. FROST SLAB AT ALL EXTERIOR DOORS IF REQUIRED DUE TO FROST DEPTH. CENTER FROST SLAB ON DOOR OPENING AS SHOWN. 107. CONCRETE SIDEWALK, SEE DETAIL 1 ON SHEET A5.1 AND SPECIFICATIONS FOR MORE INFORMATION. 108. NEW ADA RAMPS BY LANDLORD. REF CIVIL PLANS. 109. NEW HEAVY DUTY SLAB FOR COMPACTOR. REF CIVIL PLANS. 110. NEW BOLLARDS, REF CIVIL PLANS. ·TYPICAL OF ALL COLUMNS ON SALES FLOOR ONLY, U.N.O. ·BOX-OUT COLUMN AS TIGHT AS POSSIBLE ·MAINTAIN ALL FIRE RATINGS STEEL COLUMN (SIZE MAY VARY) CG-1 (TYP. @ EACH CORNER) SEE FINISH SCHEDULE ON SHEET A4.0. BOTTOM OF CG-1 @ 8" A.F.F. 5/8" GYP. BOARD ON 1 5/8" MTL. STUDS TO 14'-0" A.F.F. USE PHILLIPS GRIPSTIK L-TEAR STRIP @ TOP EDGE OF COLUMN SURROUND TO ENSURE A CLEAN FINISHED EDGE. APPLY L-CHANNEL (ACT CEILINGS ONLY.) PROVIDE 1X2 WOOD TRIM MOLDING AT TOP OF COLUMN FURRING. (OPEN DECK CEILINGS TO 1'-0" ABOVE LIGHTING HEIGHT) 3 MB-1 (TYP. @ EACH FACE) OVER 5/8" FRT PLYWOOD BACKING TO 6" A.F.F. ADHERE WITH ADHESIVE AND FINISH TRIM NAIL. SEE DETAIL 3 THIS SHEET FOR MORE INFORMATION. ENLARGED COLUMN ENCLOSURE PLANS2 A1.3 1"=1'-0"0 1. DO NOT SCALE DRAWING 2. DIMENSIONS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE. (U.N.O.) 3. REFER TO SHEET A4.0 FOR ROOM SCHEDULE, FINISH SCHEDULE, DOOR SCHEDULE, AND DOOR TYPES. REFER TO SHEET A1.3 FOR WALL TYPES. 4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS-CHECK THE M.E.P. DRAWINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING / INSTALLATION OF MECHANICAL, ELECTRICAL AND PLUMBING WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND M.E.P. DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION FOR IMMEDIATE CLARIFICATION. 5. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE, CITY AND LOCAL CODES AND ORDINANCES AT THE LOCATION OF THE PROJECT. 6. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED PER FIRE MARSHALL REQUIREMENTS. 7. WHERE EXISTING CONDITIONS ARE CUT OR DISTURBED TO PERMIT INSTALLATION OF NEW WORK, MATCH AND PATCH EXISTING DISTURBED CONSTRUCTION TO ORIGINAL CONDITION. 8. CONTRACTOR TO VERIFY ALL FIRE RATED PLYWOOD REQUIRED FOR ELECTRICAL EQUIPMENT WITH ELECTRICAL SHEETS. INSTALL PLYWOOD AS DIRECTED ON ELECTRICAL SHEETS. 9. DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR (G.C.) PRIOR TO CONSTRUCTION OR ORDER OF MATERIALS. ANY REVISIONS, CHANGES, DEVIATIONS OR INCONSISTENCIES BETWEEN THE AS-BUILT CONDITIONS AND THESE DRAWINGS SHALL IMMEDIATELY BE REPORTED TO THE OWNER BEFORE CONSTRUCTION. 10. ALL EQUIPMENT TO BE MOUNTED ON SALES FLOOR COLUMNS/WALLS SHALL BE MOUNTED ON THE BACKSIDE OF THE COLUMN/WALL (IF POSSIBLE) WHEN ENTERING THE STORE FROM THE MAIN ENTRY VESTIBULE. 11. ALL INTERIOR DOORS ARE 6" OFF FINISHED WALL U.N.O. FLOOR PLAN GENERAL NOTES ELECTRICAL/ RISER B A 1 2 3 4 C D E F B A C D E F E14 E14 E14 E14 S.O.P. PHONE BOARD 2.3 2.5 EQUIPMENT 119 SALES 100 VESTIBULE 1011 CART CORRAL 101A CONSTRUCTION PLAN1 A1.3 1/16"=1'-0"0 11'-6 9/16" 100-B 3'-4" M.O. IDF CLOSET 102A CHECKOUT 102 CUSTOMER SERVICE 103 32 1 1 A1.3 2 TYPICAL @ COLUMN IN SALES AREA A5.1 1 JANITOR 106 BREAKROOM 107 CORRIDOR 110A TYPICAL FOR ALL OUTSIDE CORNERS THROUGHOUT SALES FLOOR AREA U.N.O. A2.0 5 A2.1 10 MANAGER'S OFFICE 111 CASH 108 E-LEARN/ COUNT 109 FITTING ROOM 113 RESTROOM 104 RESTROOM 105 CORRIDOR 110B STOCK 114115 RECEIVING 27'-3"2'-1"45'-11"7'-0"29'-8" 39'-8 1/4"16'-0 1/2" M.O.72'-5 3/4" 62'-5 1/2"20'-2"45'-7 7/8" A2.0 1 117 10'-6"117'-5" TYP. EXISTING BOLLARDS TO REMAIN NEW MAN DOOR AND OVERHEAD DOOR TO BE INSTALLED BY LANDLORD'S GC, COORDINATE WITH LANDLORD INTERIOR PARTITION WALL TO BE 1 HOUR RATED CONSTRUCTION INTERIOR PARTITION WALL TO BE 1 HOUR RATED CONSTRUCTION +/-33'-10 3/8" NOT IN SCOPE NOT IN SCOPE 2 FRAMING HEIGHT ASSEMBLY INSULATION 18 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE WALL BOARD. BOTH SIDES. UNO ACOUSTIC BATT INSULATION AT RESTROOMS, FITTING ROOMS & MANAGER WALLS ONLY CEILING AS SCHEDULED ATTACH STUDS TO TOP TRACK WITH (2) SCREWS @ 8" O.C. ENTIRE LENGTH OF WALL (NOT REQ'D AT FITTING ROOM) 5/8" GYP BOARD 1 FRAMING HEIGHT ASSEMBLY INSULATION 18 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE ACOUSTIC BATT INSULATION AT RESTROOMS,MANAGER, FITTING ROOM STOCK & RECEIVING TO UNDERSIDE OF DECK UNDERSIDE OF STRUCTURE. REF: 5/A4.1 FOR CONNECTION CEILING AS SCHEDULED 4 FRAMING HEIGHT ASSEMBLY INSULATION 20 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE WALL BOARD. ONE SIDE. UNO TO UNDERSIDE OF DECK CEILING AS SCHEDULED WALL BOARD. BOTH SIDES. UNO TYPICAL OFFICE / FITTING ROOM EXTERIOR WALL FURRINGOFFICE / SALES & VESTIBULE 12'-0" A.F.F. 3 CEILING AS SCHEDULED ATTACH STUDS TO TOP TRACK WITH (2) SCREWS @ 8" O.C. ENTIRE LENGTH OF WALL (NOT REQ'D AT FITTING ROOM) FRAMING HEIGHT ASSEMBLY INSULATION 18 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE WALL BOARD. ONE SIDE 12'-0" A.F.F. RESTROOM CHASE WALL NONE WALL TYPES LATERAL BRACING @ 4'-0" O.C. LATERAL BRACING @ 4'-0" O.C. UNDERSIDE OF STRUCTURE. REF: 5/A4.1 FOR CONNECTION EXTERIOR WALL. REF: EXTERIOR WALL SECTIONS FRAMING HEIGHT D FRAMING TO DECK P PARTIAL HEIGHT FRAMING. REFER TO WALL TYPES ABOVE FRAMING SIZE 3 3-5/8" METAL STUD FRAMING 6 6" METAL STUD FRAMING 8 8" METAL STUD FRAMING Z 2" INTERIOR Z-FURRING WALL TYPE DESIGNATION FRAMING HEIGHT, REF: ABBREVIATIONS FRAMING SIZE, REF: ABBREVIATIONS WALL TYPE MARKER GENERAL PARTITION TYPE NOTES: 1. PROVIDE HORIZONTAL SPACER BAR BRIDGING @ 4'-0" O.C. VERTICALLY IN ALL WALLS WHEN GYP. BD. DOES NOT GO FULL HEIGHT OF WALL. 2. SEE 5/A4.1 FOR GYPSUM BOARD EXPANSION JOINT & SLIP TRACK DETAILS. PROVIDE VERTICAL EXPANSION JOINTS AT ALL VERTICAL MASONRY WALL EXPANSION JOINTS. 3. INSTALL MOISTURE-RESISTANT GYP. BD. AT ALL POTENTIALLY WET LOCATIONS & AT AREAS WHERE TILE IS INSTALLED ON GYP. BD., INCLUDING TOILET ROOMS, JANITOR CLOSET, NURSES ROOM, & EMPLOYEE LOUNGE, ETC. 4. ALL SALES FLOOR PERIMETER FIXTURE WALLS TO COORDINATE WITH DETAILS ON A1.5. 5. ALL PLWOOD AND COMBUSTIBLE MATERIALS TO BE FIRE-RETARDANT-TREATED WOOD. 6. ACOUSTIC BATT INSULATION TO EXTEND ONLY 12" ABOVE CEILINGS AT INTERIOR WALLS. 7. R-VALUE OF INSULATION AT EXTERIOR WALLS TO BE DICTATED BY THE ENERGY CODE. INSULATION TO UNDERSIDE OF DECK. FRAMING HEIGHT ASSEMBLY INSULATION 18 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE WALL BOARD. ONE SIDE INSULATION TO UNDERSIDE OF DECK. STOCK ROOM EXTERIOR WALL FURRING 5 TO UNDERSIDE OF DECK FRAMING HEIGHT ASSEMBLY INSULATION 18 GA. METAL STUDS @ 16" O.C. REF: PLANS FOR FRAMING SIZE WALL BOARD. BOTH SIDES. UNO SALES / STOCK ROOM & OFFICE / STOCK ROOM 6 TO UNDERSIDE OF DECK ROOF DECK EXTERIOR CMU OR CONCRETE WALL 16 GA. MIN CLIP ANGLE @ 8'-0 O/C MAX. @ 3-5/8" STUD CONDITION ONLY. WITH (2) 3 16"x1" TAPCON TO EXT. WALL & (2) #10 -12 SDS TO METAL STUDS @ 16" OC. 5/8" GYP BOARD 6" - 18 GA. METAL STUDS FULL HEIGHT @ HEIGHT @16" OC.5/8" F.R. TREATED PLYWOOD TO 4'-0" A.F.F. AT RECEIVING, STOCK & LAYAWAY WALLS. NO BASE REQUIRED AT AREAS W/ PLYWOOD SHEATHING. PERIMETER FIXTURE BLOCKING AT SALES FLOOR. REF: SHEET A1.5 (5) ROWS 2X4 NOMINAL FURRING STRIPS, SEE FURRING STRIP PLACEMENT ELEVATIONS FOR LOCATION AND SPACING, SCREW TO METAL STUDS W/ (2) #12-14X3" SDS (5) ROWS 2X4 NOMINAL FURRING STRIPS, SEE FURRING STRIP PLACEMENT ELEVATIONS FOR LOCATION AND SPACING, SCREW TO METAL STUDS W/ (2) #12-14X3" SDS PERIMETER FIXTURE BLOCKING AT SALES FLOOR. REF: SHEET A1.5. BLOCKING NOT REQUIRED IN OFFICE AREAS INSTALL 5/8" PLYWOOD TO 4'-0" A.F.F. ON THE STOCKROOM SIDE ONLY. ALL OTHER AREAS TO BE GYP BD. G.C. TO LEAVE 1 1/2" GAP TO EXPOSE STUDS 5/8" F.R. TREATED PLYWOOD TO 4'-0" A.F.F. AT RECEIVING, STOCK & LAYAWAY WALLS. NO BASE REQUIRED AT AREAS W/ PLYWOOD SHEATHING. G.C. TO LEAVE 1 1/2" GAP TO EXPOSE STUDS UNDERSIDE OF STRUCTURE. REF: 5/A4.1 FOR CONNECTION ACOUSTIC BATT INSULATION AT RESTROOMS,MANAGER, FITTING ROOM STOCK & RECEIVING LATERAL BRACING @ 4'-0" O.C. 07/21/2021 07/21/2021 07/21/2021