Meshkath M. Hossain 2023 Professional Academic Selected works Architectural Portfolio
AIR GAP @ ALL SIDES OF A/V DISPLAY
CAVITY
PL-3 FRAME,
-
WALL BASE WB-1
REFER TO DRAWINGS)
RECESSED A/V AIR GAP@
SCREENSIZETYP 12 A404 PL-3 @ ALL SIDES OF WING WALL
ALL SIDES BED PLAN
ALL SIDES OF A/V DISPLAY.
STOREFRONT GLAZING REFER TO FINISH PLAN FOR FLOOR FINISH ALIGN SCREEN FACE W/ ADJACENT WALL FINISH 2" 1/2" STUDS @16" O.C.
CONT. BACKER ROD & SEALANT A404 11
3-5/8" METAL STUD
MILLWORK FINS: TX-3 ADHERED TO MDF. INSTALL BLOCKING BEHIND AS REQUIRED TO BE FLUSH WITH A/VSCREEN.
CONCRETE WALL PL-3 ALL SIDE SURROUND
2-1/2" METAL STUD
FRT PLYWOOD BLOCKING
AIR GAP 2" VERIFY DEPTH W/ AV 6 EQ. ℄ A404 5 MIR-1 PL-3 BELOW PL-3 ALL SIDE SURROUND
WRAP TX-3 @ RECESS, TYP. PL-5
VERTICAL A/VSCREEN (TYP. OF 3) REFER TO A/VDRAWINGS.
WRAP TX-3 @ RECESS, TYP. PROVIDE FRT BLOCKING AS REQUIRED
-DIGITAL VESTIBULE SCREEN ALIGN FLOOR FINISH TRANSITION W/ OUTER EDGE OF HERO WALL DISPLAY,TYP EXISTING DEMISING WALL @ AV RECESS: 3 5/8" STUDS W/ 3/4" FRT PLYWOOD BACKING PAINTED TO ADJACENT WALL COLOR. VERIFY A/V DEPTH WITH A/V VENDOR.
PL-3 ALL SIDES OF SURROUND BED ELEVATION AV WALL SECTION
VESTIBULE PLAN VESTIBULE
MILLWORK FINS:TX-3 ADHERED TO MDF. INSTALL BLOCKING BEHIND AS REQUIRED TO BE FLUSH WITH A/VSCREEN.
TRIPPLE SCREEN DISPLAY REFER TO A/V DRAWINGS TX-4 ATTACHED TO STUD WALL W/ MDF & PLYWOOD BLOCKING. PANEL FACE TO ALIGN WITH ADJACENT AV SCREEN FACE. BANQUETTE BENCH: TX-1 SEAT & APRON PL-1 INTERGRATED TABLE VESTIBULE GLAZING SYSTEM PAINT PT-2 (WALL) 3-5/8" COLUMN 3-5/8" COLUMN D A402 2 5 3 5 A405 6 A405 4 ST.1 101 8' 1/4" 5 -7" F41 F41 F41 F22 F22 F22 F22 F22 TX- BANQUETTE BENCH F82 F82 ENTRY DOOR (E) STOREFRONT GLAZING (E) 4' 7" 8' 10 1/4" 101/2 1 -93/4 " 1 -41/2 2 - 215/16 1 1" 2'-215/16 1 2 - 2 15 16 1" 1 2" 1 7 A402 Sim 6 A501 3' 11 3/4" 4' 3 3/4" COLUMN FINISH IN METAL CLAD 3 5/8" COLUMN FINISH IN METAL CLAD ST.1 5" 8 -91/2" 5" 2 1/4" A402 8 A402 9 A402 10 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker Associates + C G ON SU L T IN ES N G IN EE R DRAWN BY: CHECKED BY: PROJECT NUMBER: PROFESSIONAL OF RECORD SEAL DATE: CONSULTANTS ISSUANCES ISSUED FOR PERMIT DATE NO. DESCRIPTION 06.27.2022 A402 SAATVA -PHILADELPHIA 1712 WALNUT ST. PHILADELPHIA, PA 19103 VESTIBULE PLAN & ELEVATIONS Checker Author 8108-22 03/08/2022 4 AXONOMETRIC VIEW -VESTIBULE 1/2" = 1'-0" 7 CROSS SECTION -DIGITAL VESTIBULE SCREEN 1/2" = 1'-0" 1 ENLARGED PLAN -VESTIBULE REVISIONS DATENO. DESCRIPTION REGISTERED A RCHITECT R OBERTJ SARGENTI NO.01661 5B PENNSY LVANIA TRIPPLE SCREEN DISPLAY REFER TO A/V DRAWINGS TX- ATTACHED TO STUD WALL W/ MDF & PLYWOOD BLOCKING. PANEL FACE TO ALIGN WITH ADJACENT AV SCREEN FACE. BANQUETTE BENCH: TX- SEAT & APRON PL-1 INTERGRATED TABLE VESTIBULE GLAZING SYSTEM PAINT PT-2 (WALL) -5/8" COLUMN 3-5/8" COLUMN D 3 A402 2 5 3 5 A405 6 A405 4 ST.1 101 8' 6 1/4" 5 -7" F41 F41 F41 F22 F22 F22 F22 F22 TX-1 BANQUETTE BENCH F82 F82 ENTRY DOOR (E) STOREFRONT GLAZING (E) 4' 7" 8' 10 1/4" 101/2 1 -93/4 1 -41/2 2 -215/16 1 1 2'-215/16 1 2 - 2 15 16 1" 1 2 1" A402 Sim 6 A501 3' 11 3/4" 4' 3 3/4" COLUMN FINISH IN METAL CLAD 5/8" COLUMN FINISH IN METAL CLAD ST.1 5" 8 -912 5 2 1/4" A402 A402 9 A402 10 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker Associates + C G ON SU L T IN ES N G IN EE R DRAWN BY: CHECKED BY: PROJECT NUMBER: PROFESSIONAL OF RECORD SEAL DATE: ISSUANCES ISSUED FOR PERMIT DATE NO. DESCRIPTION 06.27.2022 A402 SAATVA -PHILADELPHIA 1712 WALNUT ST. PHILADELPHIA, PA 19103 VESTIBULE PLAN & ELEVATIONS Checker Author 8108-22 03/08/2022 4 AXONOMETRIC VIEW -VESTIBULE 1/2" = 1'-0" 1 ENLARGED PLAN -VESTIBULE REVISIONS DATENO. DESCRIPTION REGISTERED ARCHITECT R OBERTJ SARGENTI NO01661 5B PENNSY LVANIA 6 A404 12'0" TYP. 9" TYP. 9" TYP. 9" CENTER PL-3 SEAM VERTICALLY PL PL-3 LARGE FRAMED MIRROR MIR-1 PL-3 ALL SIDES OF SURROUND INSTALL FRT 2" 9" 3 5/8" METAL STUD FURRING WALL PT-3 @ SURROUND PT-3 @ SURROUND WB-1 (TYP. IN VIEWING ROOM U.N.O) 4" 12'0" EQ EQ ℄ SCREENSIZETYP 3 -10" PT-3 ALL SIDES OF BORDER. 8" 3' 0 1/2" 8" 8" 13' 0" 1" AIR GAP ALL SIDES. HERO BED RECESSED A/V DISPLAY ( REFER TO DRAWINGS) 8" EQ. EQ. ℄ 12 A404 WALL BASE WB-1 ALL SIDES PL-3 ALL SIDES OF SURROUND - INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. 3 5/8" METAL STUD 10 3/4" 4" 1" 3 3/4" CAVITY HOLD GWB PAINTED PT-3 AT SURROUND OF A/V DISPLAY 1" AIR GAP @ ALL SIDES OF A/V DISPLAY PROVIDE BLOCKING ONLY AT MOUNTS - MAINTAIN OPEN CAVITY AS MUCH AS POSSIBLE TO PROVIDE AIR FLOW BEHIND SCREENS A/V SCREEN ARRAY - REFER TO A/V DRAWINGS. FACE OF SCREEN FLUSH WITH ADJACENT WALL FINISH FACE. CONFIRM OVERALL PRODUCT ASSEMBLY DEPTH OF ACHIEVE FLUSH CONDITION. PL-3 FRAME, ALL SIDES. PL-3 ALL SIDES OF SURROUND - INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. BOTTOM OF GWB 8" 10'8" 8" 3/4" FRT PLYWOOD BLOCKING PAINTED BLACK PROVID BLOCKING AS REQUIRED AIR ESCAPE PATH 3 5/8" METAL STUD FURRING WALL EXISTING EXTERIOR WALL 1/2" = 1'-0" 11 ELEVATION-HERO BED 1/2" = 1'-0" 12 SECTION -HERO BED WALL (N) BLOCKING AS NEEDED (N) GWB SUSPENDED SYSTEM ALIGN (N) 3 5/8" BOX BEAM (N) GWB(N) GWB J-BEAD (N) CONT. BACKER ROD & SEALANT (N) CONT. BACKER ROD & SEALANT (N) MULLION (N) CONT. BACKER ROD & SEALANT (N) 3 5/8" MTL STUD FRAME (N) MULLION (N) STOREFRONT GLAZING (N) ALUMINUM STOREFRONT SYSTEM (N) BLOCKING (N) BLOCKING AS NEEDED (N) METAL COVER (N) CONT. BACKER ROD & SEALANT (N) CONT. BACKER ROD & SEALANT 1 1/2" = 1'-0" 9 VESTIBULE 1 1/2" = 1'-0" 11 VESTIBULE DETAIL @ HEAD 1 1/2" = 1'-0" 10 VESTIBULE DETAIL 4 PL-5 3/4" FRT PLYWOOD BLOCKING WRAP TX-3 @ RECESS, TYP. PROVIDE FRT BLOCKING AS REQUIRED MILLWORK FINS:TX-3 ADHERED TO MDF. INSTALL BLOCKING BEHIND AS REQUIRED TO BE FLUSH WITH A/VSCREEN. 2-1/2" METAL STUD 3-5/8" METAL STUD MILLWORK FINS: TX-3 ADHERED TO MDF. INSTALL BLOCKING BEHIND AS REQUIRED TO BE FLUSH WITH A/VSCREEN. WRAP TX-3 @ RECESS, TYP. PL-5 VERTICAL A/VSCREEN (TYP. OF 3) REFER TO A/VDRAWINGS. FACE OF SCREEN FLUSH WITH MILLWORK FINS. CONFIRM OVERALL PRODUCT ASSEMBLY DEPTH TO ACHIEVE FLUSH CONDITION AIR GAP 2" VERIFY DEPTH W/ AV 6 1/4" (N) 1/2" MTL. STUD FRAMING (N) BLOCKING AS NEEDED (N) CONT. BACKER ROD & SEALANT (N) MULLION (N) STOREFRONT GLAZING (N) 5/8" GYP. WALL BOARD (N) CONT. BACKER ROD & SEALANT (N) 5/8" GYP. WALL BOARD (N) 5/8" BOX BEAM (N) GWB - BEAD (N) 5/8" GYP.SUM WALL BOARD (N) -5/8" MTL. STUD FRAMING (E) CONCRETE WALL (N) CONT. BACKER ROD & SEALANT (N) MULLION (N) STOREFRONT GLAZING SYSTEM SEALANT SEALANT 1 1/2" = 1'-0" 9 VESTIBULE DETAIL 1-LEFT 1 1/2" = 1'-0" 8 VESTIBULE DETAIL 2-RIGHT D TX-4 ATTACHED TO STUD WALL W/ 1" FOAM CORE BOARD & PLYWOOD BLOCKING. PANEL FACE TO ALIGN WITH 7 A402 Sim B.O. GWB CEILING B.O.H. 9'-0" TRIPPLE SCREEN DISPLAY REFER TO A/V DRAWINGS PAINT PT-2 (WALL) PL-5
3/4"
1/4" A405 5 (N) 2 1/2" MTL. STUD FRAMING (N) BLOCKING AS NEEDED (N) CONT. BACKER ROD & SEALANT (N) MULLION (N) STOREFRONT GLAZING (N) 5/8" GYP. WALL BOARD (N) CONT. BACKER ROD & SEALANT (N) 5/8" GYP. WALL BOARD (N) 3 5/8" BOX BEAM (N) GWB J- BEAD (N) 5/8" GYP.SUM WALL BOARD (N) 3-5/8" MTL. STUD FRAMING (E)
(N)
(N) MULLION (N)
CONSULTANTS 1/2" = 1'-0" 7 CROSS SECTION
1 1/2" = 1'-0" 9 VESTIBULE DETAIL 1-LEFT 1 1/2" = 1'-0" 8 VESTIBULE DETAIL 2-RIGHT MILLWORK FINS @ VESTIBULE: TX-3 ADHERED TO MDF. INSTALL BLOCKING BEHIND AS REQUIRED TO ACHIEVE SPECIFIED DIMENSIONS. ATTACH MDF PANELS TO GWB SUBSTRATE PAINTED PT-2. MILLWORK FINS BEHIND CSR DESK: TX-4 ADHERED TO RPG ACOUSTICAL PANELS. ATTACH PANELS TO GWB SUBSTRATE PAINTED PT-2. 3 5/8" STUD @ 16" O.C. 3/4" PLYWOOD B.O. CUSTOMER SERVICE GWB CEILING 10'-0" MILLWORK FINS: TX-4 ADHERED TO 1" FOAM CORE BOARD. INSTALL BLOCKING BEHIND AS REQURED TO ACHIEVE SPECIFIED DIMENSIONS. 3 5/8" STUD @ 16" O.C. 2 A404 A404 3 3/4" PLYWOOD 1" FOAM CORE BOARD REFER TO CONSTRUCTION PLAN VESTIBULE: TX-3 ON PT-2 SUBSTRATE 2 A404 BEHIND CSR DESK: TX-4 ACOUSTICAL PANELS ON PT-2 SUBSTRATE B.O. CUSTOMER SERVICE GWB CEILING 10'-0" 6 A404 12'0" 9' 0" TYP. 9" TYP. 9" TYP. 9" TYP. 9" CENTER PL-3 SEAM VERTICALLY & HORIZONTALLY -TYP. PL-3 PL-3 LARGE FRAMED MIRROR MIR-1 PL-3 ALL SIDES OF SURROUND-INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. REFFER TO INTERIOR ELEVATIONS MIR-1 2" 9" MIRROR MR-1 EXISTING EXTERIOR WALL 3 5/8" METAL STUD FURRING WALL PT-3 @ SURROUND WB-1 (TYP. IN VIEWING ROOM U.N.O) 4" 12'0" EQ EQ ℄
. 3 -10 8" 3'0 1/2" 8" 8" 13' 0" 1" AIR GAP ALL SIDES. HERO BED
DISPLAY
FACE OF SCREEN FLUSH WITH MILLWORK FINS. CONFIRM OVERALL PRODUCT ASSEMBLY DEPTH TO ACHIEVE FLUSH CONDITION EQ.
2" 1/2" STUDS @16" O.C.
ALIGN FLOOR FINISH TRANSITION W/ OUTER EDGE OF HERO WALL DISPLAY,TYP
4" 8"
PL-3 @ ALL SIDES OF WING WALL 4"
AIR GAP@ ALL SIDES OF A/V DISPLAY.
8"
SURROUND - INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. 1/4" = 1'-0" 3 WALL MTD. FINS -TYP. ELEVATION 1/2" = 1'-0" 5 LARGE MIRROR -TYP. ELEVATION 1/2" = 1'-0" 11 ELEVATION-HERO BED 1/2" = 1'-0" 10 PLAN DETAIL-HERO BED WALL 6 A404 12' 0" TYP. 9" TYP. 9" CENTER PL-3 SEAM VERTICALLY PL-3 LARGE FRAMED MIRROR MIR-1 PT-3 @ SURROUND PT-3 @ SURROUND WB-1 (TYP. IN VIEWING ROOM U.N.O) 4" 12' 0" EQ EQ ℄ SCREENSIZETYP 3 -10" PT-3 ALL SIDES OF BORDER. 8" 3' 0 1/2" 8" 8" 13' 0" 1" AIR GAP ALL SIDES. HERO BED RECESSED A/V DISPLAY ( REFER TO DRAWINGS) 8" EQ. EQ. ℄ 12 A404 WALL BASE WB-1 ALL SIDES PL-3 ALL SIDES OF SURROUND - INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. 3 5/8" METAL STUD 10 3/4" 4" 1" 3 3/4" CAVITY HOLD GWB PAINTED PT-3 AT SURROUND OF A/V DISPLAY 1" AIR GAP @ ALL SIDES OF A/V DISPLAY PROVIDE BLOCKING ONLY AT MOUNTS - MAINTAIN OPEN CAVITY AS MUCH AS POSSIBLE TO PROVIDE AIR FLOW BEHIND SCREENS A/V SCREEN ARRAY - REFER TO A/V DRAWINGS. FACE OF SCREEN FLUSH WITH ADJACENT WALL FINISH FACE. CONFIRM OVERALL PRODUCT ASSEMBLY DEPTH OF ACHIEVE FLUSH CONDITION. PL-3 FRAME, ALL SIDES. PL-3 ALL SIDES OF SURROUND - INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. BOTTOM OF GWB 8" 10' 8" 8" 3/4" FRT PLYWOOD BLOCKING PAINTED BLACK PROVID BLOCKING AS REQUIRED AIR ESCAPE PATH 3 5/8" METAL STUD FURRING WALL EXISTING EXTERIOR WALL 1/2" = 1'-0" 11 ELEVATION-HERO BED 1/2" = 1'-0" 12 SECTION -HERO BED WALL
BED SECTION DETAIL
INSTALL FRT PLYWOOD BLOCKING BEHIND AS REQUIRED. DETAILS
HOLD GWB PAINTED PT-3 AT SURROUND OF A/V DISPLAY
PROVIDE BLOCKING ONLY AT MOUNTS - MAINTAIN OPEN CAVITY AS MUCH AS POSSIBLE TO PROVIDE AIR FLOW BEHIND SCREENS
A/V SCREEN ARRAY - REFER TO A/V DRAWINGS. FACE OF SCREEN FLUSH WITH ADJACENT WALL FINISH FACE. CONFIRM OVERALL PRODUCT ASSEMBLY DEPTH OF ACHIEVE FLUSH
CONDITION.
ALL SIDES.
VESTIBULE AXON HERO
HERO
HERO
TREE
0" [1219] O.C. MAX. EACH ATTACHED TO NEW UNISTRUT SYSTEM PROVIDED & INSTALLED BY GC. BE ATTACHED
5/8" TYPE X GYP. SHEATHING NOT SHOWN FOR CLARITY. A WIRE WRAPS SHALL HAVE (3) WRAPS MINIMUM WITHIN 1 1/ INCHES. COUNTER SLOPE VERTICAL WIRES IF MORE THAN 1 OUT OF PLUMB. ATTACH WIRE HANGER TO EXISTING SLAB ABOVE WITH HILTI CC 25651) OR TOP OF OWJ. ALL SCREWS SHALL BE HILTI KWI SCREWS (COLA RR 25678) WITH SIZE AS INDICATED. SUPP NEW CEILING FROM NEW UNISTRUT SYSTEM PROVIDED BY GC ATTACH UNISTRUT SYSTEM TO BOTTOM OF EXISTING CONCRETE JOISTS.
CONTINUOUS
WALL STUD (REFER TO SHEET A1.0 FOR WALL TYPES) SEE
L2 X 2 X 12GA. CONTINUOUS EDGE CLOSURE ANGLE W/ #10 SCREWS INTO EACH STUD (24" [609] O.C. MAX.) OPPOSIT SIDE TO HAVE 3/4 INCH [19] CLEARANCE FROM WALLS AND REST UPON AND BE FREE TO SLIDE ON THE CLOSURE
IPE USG HEAVY DUTY 11/2" DGLW CROSS TEE @ 24" O.C. (TYP.) OR APPROVED
CONTINUOUS MAIN TEE @ 24" O.C. (TYP.)
SECTION DETAIL - CEILING TRANSITION @ VESTIBULE, FINS & RECEPTION DESK TYPICAL ACT CEILING DETAIL 1 REVISIONS DATENO. ST J . P FINISH FLOOR VERTICAL FINS- FINISH AS SPECIFIED IN TYP. PLAN DETAIL.MATCH ADJACENT GWB. 1" TALL MDF FLOOR TRACK FOLLOWING CURVE OF FINS. PL-5 @ ALL EXPOSED MDF 1" LAMELLO DIVARIO P-18 SLIDING ATTACHMENT SYSTEM LAMELLO DIVARIO P-18 SLIDING ATTACHMENT SYSTEM 1/8" REVEAL. ALIGN MDF TOP TRACK W/ADJACENT GWB FACE TYP. U.O.N. 0' 1 1/2" TX-3 ADHERED TO SHORT SIDES OF FIN TYP. FLOOR-MOUNTED ATTACHMENT TRACK BELOW TREE BASE TREE UPLIGHTING WOOD PEDESTALL A405 9 PENETRATION IN PANEL SURROUND AT EACH SIDE CIRCULAR METAL BASE MOCKETT GROMMET 3" FLUCH (STAIN CHROME) 4 " 4 5 '6 5 -6" CORNER PEG TO ANCHOR REMOVABLE TOP CAP, TYP. EACH CORNER 9 A405 60.00° 8 0 2 A405 2 1 - 0 1' 5" 2'3 3/4" 1 1/2" = 1'-0" 3 FREESTANDING FIN -TYP. ATTACHMENT DETAIL 1" = 1'-0" BANQUETTE BENCH-TYP. SECTION 1'-0" SECTION-TREE/MILLWORK BASE OUT-TREE/MILLWORK BASE 1/2" = 1'-0" ENLARGED PLAN-BANQUETTE BENCH1 FINISH AS SPECIFIED IN PAINT TO MATCH ADJACENT GWB. 1" TALL MDF FLOOR TRACK FOLLOWING CURVE OF FINS. 5 @ ALL EXPOSED MDF 18 SLIDING 18 SLIDING 1/8" REVEAL. ALIGN MDF TOP TRACK W/ADJACENT GWB FACE GENERAL NOTE: 8" SPACING BETWEEN FINS, TYP. U.O.N. REMOVABLE TOP CAP, TYP. EACH 0° D TY 3 / 0 PROJECT NUMBER: PROFESSIONAL OF A405 -PHILADELPHIA ENLARGED MILLWORK BASE DETAILS 8108 FREESTANDING FIN -TYP. ATTACHMENT DETAIL 1 1/2" = 1'-0" FREESTANDING FIN -TYP. PLAN DETAIL ENLARGED PLAN-TREE/MILLWORK BASE ENLARGED PLAN -FINS ER SA NN FINISH FLOOR VERTICAL FINS- FINISH AS SPECIFIED IN TYP. PLAN DETAIL. MDF TOP TRACK - PAINT TO MATCH ADJACENT GWB. 1" TALL MDF FLOOR TRACK FOLLOWING CURVE OF FINS. PL-5 @ ALL EXPOSED MDF 1" LAMELLO DIVARIO P-18 SLIDING ATTACHMENT SYSTEM LAMELLO DIVARIO P-18 SLIDING ATTACHMENT SYSTEM 1/8" REVEAL. ALIGN MDF TOP TRACK W/ADJACENT GWB FACE STOREFRONT FACING: TX-3 ADHERED TO LONG SIDE OF FIN TYP. U.O.N. 0' 1 1/2" TYP. U.O.N. 1'0" TX-3 ADHERED TO SHORT SIDES OF FIN TYP. TX-3 ADHERED TO SHORT SIDES OF FIN TYP. VIEWING ROOM FACING: PL-5 ADHERED TO LONG SIDE OF FIN DEAD BED VIEWING ROOM CORE MATERIAL AS SPECIFIED BY MILLWORKER GENERAL NOTE: 8" SPACING BETWEEN FINS, TYP. U.O.N. FLOOR-MOUNTED ATTACHMENT TRACK BELOW 3 A405 TREE BASE TREE UPLIGHTING WOOD PEDESTALL 8 A405 4 " 4" 4" 5' - 6" 56 " 5 -6 CORNER PEG TO ANCHOR REMOVABLE TOP CAP, TYP. EACH CORNER 6000 ° 6000° 9 A405 60.00° D 2 A405 2 TYP11 / 2 TYP 11 3/4 1 - 0" 1' - 5" R 14 -0 2' 3 3/4" STAMP 1 1/2" = 1'-0" 3 FREESTANDING FIN -TYP. ATTACHMENT DETAIL 1 1/2" = 1'-0" 2 FREESTANDING FIN -TYP. PLAN DETAIL 1/2" = 1'-0" 6 ENLARGED PLAN-TREE/MILLWORK BASE 1/2" = 1'-0" 1 ENLARGED PLAN -FINS VARIES 13'-0"/12'-0" A.F.F. DROP CEILING 14'-0" A.F.F. MAIN CEILING 10'-0" A.F.F. DROP CEILING @ CUSTOMER SERVICE 14'-0" A.F.F. MAIN CEILING 12'-0" A.F.F. LOWER GWB CEILING 16'-2" A.F.F. FRONT GWB CEILING LOWER GWB CEILING BRACE BACK TO STRUCTURE @ 48" O.C. 7" 8" LT3 COVE UPLIGHT FIXTURE GWB-1 GWB-1 REFER TO RCP 3 5/8" METAL STUD @ 16" O.C. 2 1/2" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT GWB SUSPENDED SYSTEM CONTINUOUS SEALANT JOINT PLYWOOD GWB CORNER BEAD BRACE BACK TO STRUCTURE @ 48" O.C. GWB-1 GWB-1 3 5/8" METAL STUD @ 16" O.C. CONTINUOUS SEALANT JOINT GWB SUSPENDED SYSTEM GWB CORNER BEAD GWB-1 ATTACHMENT SCREWS & PLYWOOD BLOCKING AS REQ'D. REFER TO MANUFACTURER'S INSTALLATION MANUAL. GWB-1 AMERICAN TRACK SUPPLY.COM COMMERCIAL FLEXIBLE HEAVY DUTY CURTAIN TRACK (WHITE FINISH) OR APPROVED EQUAL TX-2 CONTINUOUS SEALANT JOINT B.O. BEAM 16' - 8" B.O. EXISTING DECK ALIGN BRACE BACK TO STRUCTURE @ 48" O.C. 3 5/8" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT,TYP. GWB SUSPENDED CEILING GWB-1 GWB SUSPENDED SUPPORT EXTERIOR GLAZING EXISTING FRONT FACADE EXTERIOR GLAZING GWB SUSPENDED SYSTEM CONTINUOUS SEALANT JOINT 14 A401 B.O. DECK 18' - 2" CONTINUOUS SEALANT JOINT B.O. BEAM 16' - 8" TYP. 7" BRACE BACK TO STRUCTURE @ 48" O.C. GWB SUSPENDED SUPPORT WIRE GWB-1 3 5/8" METAL STUD @ 16" O.C. 8" TYP. VESTIBULE STOREFRONT GWB SUSPENDED SYSTEM GWB-1 GWB-1 2 1/2" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT,TYP. CONTINUOUS SEALANT JOINT WD BLOCKING AS NEEDED CONTINUOUS SEALANT JOINT GWB SUSPENDED SYSTEM ALIGN B.O. DECK 18' - 2" 3 5/8" BEAM CONTINUOUS SEALANT JOINT A402 11 8 " OR 1/4SPAN MAX CONTINUOUS U.S.G. HD INTERMEDIATE CROSS TEE AT 24" O.C. AT AREA OF IPE VENEER CEILING 24" USG HEAVY DUTY 11/2" DGLW CROSS TEE @ 24" O.C. (TYP.) OR APPROVED EQUAL USG HEAVY DUTY 11/2" DGLW CONTINUOUS MAIN TEE @ 24" O.C. (TYP.) OR APPROVED EQUAL L2 X 2 X 12GA. CONTINUOUS EDGE CLOSURE ANGLE SCREWS INTO EACH STUD (24" [609] O.C. MAX.) OPPOSIT SIDE TO HAVE 3/4 INCH [19] CLEARANCE FROM WALLS REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLES. CROSS TEES AT 24" O.C. (AND SPANNING MAIN TEES AT 48" O.C. FOR 2' 2' GRID MODULE) MAIN TEE 48" O.C. TOTAL SYSTEM WEIGHT NOT TO EXCEED 4 PSF ACT CEILING SYSTEM SUPPORT DETAIL 8" MAX. 12 GA. HANGER WIRE FACE OF WALL/SOFFIT ACOUSTICAL CEILING TILE GRID-TO-MOLDING CLIP 2" WIDE ANGLE MOLDING 3/4" ACT CEILING EDGE SUPPORT DETAIL B.O. BEAM 16' - 8" B.O. GWB CEILING 9' - 0" B.O. DECK 18' - 2" EXISTING EXTERIOR WALL CONTINUOUS SEALANT JOINT GWB SUPPORT HANGER WIRE, TYP. GWB SUSPENDED SYSTEM, TYP. GWB SUSPENDED CEILING 1 1/2" = 1'-0" 1 TYP. DETAIL @ CEILING TRANSITION 1 1/2" = 1'-0" 2 SECTION DETAIL -CEILING TRANSITION @ CUSTOMER SERVICE 1 1/2" = 1'-0" 6 TYP. SECTION DETAIL-CURTAIN TRACK 1/2" = 1'-0" 3 SECTION DETAIL -STOREFRONT CEILING TRANSITION 1/2" = 1'-0" 4 SECTION DETAIL - CEILING TRANSITION @ VESTIBULE, FINS & RECEPTION DESK 1/2" = 1'-0" 7 TYPICAL ACT CEILING DETAIL 1 1/2" = 1'-0" 8 TYPICAL ACT CEILING DETAIL 2 1/2" = 1'-0" 5 CEILING TRANSITION @ VIEWING ROOM -REAR EXTERIOR VARIES 13'-0"/12'-0" A.F.F. DROP CEILING 14'-0" A.F.F. MAIN CEILING 10'-0" A.F.F. DROP CEILING @ CUSTOMER SERVICE 14'-0" A.F.F. MAIN CEILING 12'-0" A.F.F. LOWER GWB CEILING 16'-2" A.F.F. FRONT GWB CEILING LOWER GWB CEILING BRACE BACK TO STRUCTURE @ 48" O.C. 7" 8" LT3 COVE UPLIGHT FIXTURE GWB-1 GWB-1 REFER TO RCP 3 5/8" METAL STUD @ 16" O.C. 2 1/2" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT GWB SUSPENDED SYSTEM CONTINUOUS SEALANT JOINT PLYWOOD GWB CORNER BEAD BRACE BACK TO STRUCTURE @ 48" O.C. GWB-1 GWB-1 3 5/8" METAL STUD @ 16" O.C. CONTINUOUS SEALANT JOINT GWB SUSPENDED SYSTEM GWB CORNER BEAD GWB-1 ATTACHMENT SCREWS & PLYWOOD BLOCKING AS REQ'D. REFER TO MANUFACTURER'S INSTALLATION MANUAL. GWB-1 AMERICAN TRACK SUPPLY.COM COMMERCIAL FLEXIBLE HEAVY DUTY CURTAIN TRACK (WHITE FINISH) OR APPROVED EQUAL TX-2 CONTINUOUS SEALANT JOINT B.O. BEAM 16' - 8" B.O. EXISTING DECK ALIGN BRACE BACK TO STRUCTURE @ 48" O.C. 3 5/8" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT,TYP. GWB SUSPENDED CEILING GWB-1 GWB SUSPENDED SUPPORT EXTERIOR GLAZING EXISTING FRONT FACADE EXTERIOR GLAZING GWB SUSPENDED SYSTEM CONTINUOUS SEALANT JOINT 14 A401 B.O. DECK 18' - 2" CONTINUOUS SEALANT JOINT B.O. BEAM 16' - 8" TYP. 7" BRACE BACK TO STRUCTURE @ 48" O.C. GWB SUSPENDED SUPPORT WIRE GWB-1 3 5/8" METAL STUD @ 16" O.C. 8" TYP. VESTIBULE STOREFRONT GWB SUSPENDED SYSTEM GWB-1 GWB-1 2 1/2" METAL STUD @ 16" O.C. GWB SUSPENDED SUPPORT,TYP. CONTINUOUS SEALANT JOINT WD BLOCKING AS NEEDED CONTINUOUS SEALANT JOINT GWB SUSPENDED SYSTEM ALIGN B.O. DECK 18' - 2" 3 5/8" BEAM CONTINUOUS SEALANT JOINT A402 11 NEW CEILING FROM NEW UNISTRUT SYSTEM PROVIDED BY GCATTACH UNISTRUT SYSTEM TO BOTTOM OF EXISTING CONCRETE JOISTS. 8 OR 1/4SPAN MAX CONTINUOUS U.S.G. HD INTERMEDIATE CROSS TEE AT 24" O.C. AT AREA OF IPE VENEER CEILING 24" USG HEAVY DUTY 11/2" DGLW CROSS TEE @ 24" O.C. (TYP.) OR APPROVED EQUAL USG HEAVY DUTY 11/2" DGLW CONTINUOUS MAIN TEE @ 24" O.C. (TYP.) OR APPROVED EQUAL L2 X 2 X 12GA. CONTINUOUS EDGE CLOSURE ANGLE W/ #10 SCREWS INTO EACH STUD (24" [609] O.C. MAX.) OPPOSITE SIDE TO HAVE 3/4 INCH [19] CLEARANCE FROM WALLS AND REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLES. NOTE #1 CROSS TEES AT 24" O.C. (AND SPANNING MAIN TEES AT 48" O.C. FOR 2' x 2' GRID MODULE) MAIN TEE 48" O.C. 12 GA. HANGER WIRE 4'-0" O.C. MAX. EA WAY, W/IN 2" OF CROSS TEES TOTAL SYSTEM WEIGHT NOT TO EXCEED 4 PSF ACT CEILING SYSTEM SUPPORT DETAIL 3. SECURE ALL WIRES TO THE UNISTRUT SYSTEM ABOVE. 4. WHERE WIRE MUST BEAR AGAINST PIPES AND DUCTS, APPLY DUCT TAPE FRICTION PROTECTION TO PIPES AND DUCTS. 8" MAX. 12 GA. HANGER WIRE FACE OF WALL/SOFFIT ACOUSTICAL CEILING TILE GRID-TO-MOLDING CLIP 2" WIDE ANGLE MOLDING 3/4" ACT CEILING EDGE SUPPORT DETAIL B.O. BEAM 16' - 8" B.O. GWB CEILING 9' - 0" B.O. DECK 18' - 2" EXISTING EXTERIOR WALL CONTINUOUS SEALANT JOINT GWB SUPPORT HANGER WIRE, TYP. GWB SUSPENDED SYSTEM, TYP. GWB SUSPENDED CEILING TYP. DETAIL @ CEILING TRANSITION SECTION DETAIL -CEILING TRANSITION @ CUSTOMER SERVICE 1 1/2" = 1'-0" 6 TYP. SECTION DETAIL-CURTAIN TRACK SECTION DETAIL -STOREFRONT CEILING TRANSITION 1/2" = 1'-0" 4 SECTION DETAIL - CEILING TRANSITION @ VESTIBULE, FINS & RECEPTION DESK 1/2" = 1'-0" 7 TYPICAL ACT CEILING DETAIL 1 1/2" = 1'-0" 8 TYPICAL ACT CEILING DETAIL 2 1/2" = 1'-0" 5 CEILING TRANSITION @ VIEWING ROOM -REAR EXTERIOR CEILING DETAILS
LOWER GWB CEILING GWB SUSPENDED
GWB 1 2 1/2" METAL STUD @ 16" O.C.
SUPPORT WIRE
CONTINUOUS SEALANT JOINT
AT 24" O.C. AT
OF
U.S.G. HD INTERMEDIATE CROSS TEE
AREA
(2) #8 SCREWS (FURRING CHANNEL TO EDGE ANGLE) PARALLEL TO THE BE TAUGHT & TIED BOTH ENDS THE UNISTRUT SYSTEM ABOVE. BEAR AGAINST PIPES AND DUCTS, AP ACT CEILING EDGE SUPPORT DETAIL
BASE DETAILS
BASE DETAILS
PLAN
PROFESSIONAL OF RECORD SEAL
TREE
FINN
AND DETAILS
Approx. 30,000 sq.ft , Burlington Las Cruces, New Mexico is one of Burlington’s newest chain store . Scope of work including interior renovation of an existing retails store to reconfigure store layout. New partitions to reduce sales area, renovation of floor finishes and new front facade redesign.
RESPONSIBILITIES:
Assist in Design Development, Construction Documentations and Construction Administration.
SARGENTI ARCHITECTS
FURRING INSTALL DETAIL HOLD HOLD 33'-11" 38'-1" 37'-9" 37'-11" 51'-6" 28'-5" 19'-11" 8'-2" 6'-1" 21'-8" 12'-1" 16'-0" 17'-11" 14'-5" GENERATOR XFMR HW SCRUBBER CONTAINER 200'-7" 145'-10" CH77 CH78 CH79 CH79 CH79 CH77 CH78 ENTRY CH77 CH78 CH77 CH78 CH77 CH78 CH77 CH78 8" 8" 8" 9" 2 3 1 ADJACENT TENANT SPACE 4 5 6 7 8 9 10 A B C D E F SH30 SH30 S2 F7 F7 F7 F7 F59.1 F8.1 F7 F59.1 F7 F8.1 F7 F7 F7 F7 F7 F23 F7 F8.1 F7 F7 F7 SH30 SH30 F7 F7 F59.1 F7 SH30 S2 F75 F75 F75 F74 F75 F75 F75 S2 S2 F59.1 S2 SH30 F7 F7 F59.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F23 F7 F7 F8.1 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F59.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F7 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F59.1 F8.1 F7 F59.1 F7 F7 F7 F59.1 F8.1 F7 F59.1 F23 F4 F7 F7 F59.1 F7 F59.1 SH30 F23 F23 S2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 F23 F72 F72 F76 E18 F7 F7 F59.1 F7 F59.1 S1 F7 F7 F59.1 F7 F59.1 S1 S2 S2 SH30 S2 F23 F23 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 F7 F8.1 F7 F8.1 F7 S1 F7 F8.1 F7 F8.1 F7 S1 F7 F8.1 F7 F8.1 F7 S1 F7 F8.1 F7 F8.1 F7 S1 F7 F8.1 F7 F8.1 F7 S1 F7 F8.1 F7 F8.1 F7 S1 S2 F23 F23 F23 S2 S2 SH30 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 CENTER FURRING OMITTED FOR CLARITY; USE CENTER WALL ANCHOR (BRLUWMBC) FOR ATTACHMENT TO UPRITE FURRING STRIP UPRITE ANCHOR (BRLDC2191) 2"×4" FURRING STRIP x 3" PHILLIPS BUGLE SELF- DRILLING SCREW; #2 TO ALLOW FOR PULL-OUT ENGAGES EACH STUD. (BY FASTENAL (PART# 11123239) SELF-DRILLING SCREW. PHILLIPS BUGLE HEAD; 410 SELF-DRILLING SCREW; #2 DRIVER TOP AND BOTTOM. INSTALLER) WAFER HEAD ZINC FINISH EDGE TYPICAL TOP AND G.C.) FACE OF WALL SEE WALL CONSTRUCTION TYPES SHEET A1.3 FOR ADDITIONAL INFORMATION. SALES AREA G.C. SHALL CUT 7" OPENING IN GYP BOARD TO ALLOW FOR INSTALLATION OF FIRE RATED PLYWOOD SEE 4 A1.5. (TOP ROW ONLY) 2X4 WOOD FURRING AT (3) LOCATIONS (BY FIXTURE INSTALLER) SEE 3 A1.5 FOR ATTACHMENT. 7'-1" TOP OF FIRE RATED PLYWOOD 6'-0" TOP OF 2X4 WOOD FURRING 7'-0" TOP OF 2X4 WOOD FURRING LEVEL 1 DRYWALL FINISH (NO PAINT) BEHIND ALL WALL FIXTURES TYP. LEVEL 5 DRYWALL FINISH ABOVE ALL WALL FIXTURES. SEE SHEET A4.0 FOR ADDITIONAL INFORMATION. N SCALE: FIXTURE MOUNTING PLAN 1 A1.5 1/16"=1'-0" SCALE: FURRING INSTALL DETAIL 7 A1.5 1/4"=1'-0" PERIMETER WALL SYSTEM SCALE: FITTING ROOM OPENING 8 A1.5 1/4"=1'-0" PERIMETER WALL SYSTEM SCALE: TYPICAL EGRESS DOOR OPENING 9 A1.5 1/4"=1'-0" PERIMETER WALL SYSTEM A1.5 STARTING POINT STARTING POINT 8 A1.5 STARTING POINT SALES 100 TYP. 11&12 A1.5 TYP. 11&12 A1.5 TYP. 11&12 A1.5 TYP. 7 A1.5 9 A1.5 GENERAL NOTE FURRING STRIPS AND PLYWOOD REQUIRED AT PERIMETER WALLS OF SALES AREA FOR INSTALLATION OF LOZIER PERIMETER FIXTURES. COORDINATE EXACT EXTENT WITH SITE-SPECIFIC PERIMETER PLAN. 7 A1.5 41'-3" 11'-3" STARTING POINT 9 A1.5 9 A1.5 SIM. 11&12 A1.5 7 A1.5 11&12 A1.5 2'-4" HOLD 2'-4" HOLD IDF CLOSET 102 VESTIBULE CART CORRAL UNUSED SPACE 120B 101 101A 120A 102A 103 CUSTOMER SERVICE CHECKOUT UNUSED SPACE RISER ROOM 118 10 A1.5 11&12 A1.5 9 A1.5 9 A1.5 9 A1.5 9 A1.5 FITTING ROOM MANAGER'S OFFICE E-LEARN/COUNT CASH RESTROOM 106 JANITOR RESTROOM BREAKROOM 107 110B 111 105 104 108 109 EQUIPMENT UNUSED SPACE 120C CORRIDOR CORRIDOR 110C CORRIDOR 110A 119 113 117 ELECTRICAL 110D CORRIDOR STOCK 114 RECEIVING 115 13 A1.5 1
BURLINGTON Las cruces, NM
FIT OUT PLAN
7'-4" 11'-10 1/2" A.F.F. UNDERSIDE OF CANOPY & EYEBROW FINISH FACE INTERIOR FINISH FLOOR 0'-0" 3B A6.0 6 A6.0 A6.0 9A A6.1 4 A6.0 1'-2 3/4" 4'-0" NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH SCREWS SPACED EVERY 6-1/2" 1'-6" TWP-1 P-1 16'-7 1/2" A6.0 11'-10 1/2" 1'-6" TOP OF ROOF-FRONT 20'-3" A.F.F. FINISH FLOOR 0'-0" 3A A6.0 4 A6.0 1'-5 1/4" NEW NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2" 11'-10 1/2" A.F.F. UNDERSIDE OF CANOPY & EYEBROW FINISH FACE INTERIOR TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F. TOP OF FRAMING 30'-0" A.F.F. 9A A6.1 2'-8" 2'-8" TOP OF FRAMING 30'-0" A.F.F. TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F. TOP OF ROOF- FRONT 20'-3" A.F.F. 2'-6" 6'-10" CONCRETE FLOOR SLAB PRE-ENGINEERED ALUMINUM COMPOSITE EYEBROW SYSTEM CONCRETE SLAB AIR AND WATER BARRIER BY PROSOCO R-GUARD SPRAY WRAP MVP. APPLY PER MANUF. SPECS. PORCELAIN TILE ON 5/8" PREMABASE CEMENT BOARD WITH LATICRETE NICHIHA PANEL BEYOND PRECAST SILL BEYOND CAST STONE BEYOND FRT. EXTERIOR SHEATHING ATTACHED TO 6 METAL STUDS EXISTING WALL ROOFING MATERIAL OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE FULL LENGTH OF PARAPET, LAP EDGE, AND SECURE TO WOOD BLOCKING AS REQUIRED. COORDINATE WITH ROOFING MANUFACTURER FOR TYPICAL DETAILS AND SPECIFICATIONS. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. RE-ENGINEERED ALUMINUM COMPOSITE EYEBROW SYSTEM ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. RECESSED LIGHT FIXTURE. PROVIDE 4" WIDE OPENING IN PLYWOOD. SEE SHEET A1.6 AND ELECTRICAL DRAWINGS FOR MORE DETAIL 5/8" GYPSUM BOARD, PAINTED 5/8" GYPSUM BOARD OVER 6" METAL STUDS @ 16" O.C. WITHIN DEEP LIGHT GAGE TRUSS 3-5/8" BRACE AT EA. JOIST FROM BOX BEAM TO NEAREST PANEL POINT (14 GA. CLIP EA. SIDE) EXISTING ROOF DECK BOX BEAM. REFER TO STRUCTURAL DRAWINGS SLIP TRACK ATTACHED TO STRUCTURE, REF 5/A4.2 ROOFING MATERIAL OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE FULL LENGTH OF PARAPET, LAP EDGE, AND SECURE TO WOOD BLOCKING AS REQUIRED. COORDINATE WITH ROOFING MANUFACTURER FOR TYPICAL DETAILS AND SPECIFICATIONS. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. EXISTING ROOF ATTACH METAL STUDS TO WALL STRUCTURE AT TOP OF EXIST PARAPET ROOF AND ABOVE PORTAL NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2" ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. NICHIHA PANEL BEYOND PRECAST SILL BEYOND CAST STONE BEYOND EXISTING ROOF DECK EXISTING ROOF EXISTING FOOTING FOR REFERENCE ONLY EXISTING CMU WALL ON GYP BOARD EXISTING FOOTING FOR REFERENCE ONLY BOX BEAM. FRT. WOOD BLOCKING AS REQUIRED. PROVIDE SHIM AS REQUIRED 3/4" FRT. PLYWOOD OVER 8" METAL STUD. 5/8" GYPSUM BOARD OVER 6" MTL. STUDS @ 24" O.C. FROM TOP OF STOREFRONT FRAME TO UNDERSIDE OF STRUCTURE. ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW AUTOMATIC DOORS. SEE SCHEDULE ON SHEET A4.0 FOR ADDITIONAL INFORMATION 5/8" GYPSUM BOARD CEILING CONT. SEALANT BOTH SIDES ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. SEE SCHEDULE ON SHEET A4.0 FOR ADDITIONAL INFORMATION 3/4" FRT. PLYWOOD OVER 8" METAL STUDS 5/8" GYPSUM BOARD CEILING FRT. WOOD BLOCKING AS REQUIRED. EXISTING EXTERIOR WALL PRE-ENGINEERED COMPOSITE PANEL EYEBROW SYSTEM PROVIDE WHITE METAL FLASHING PRIOR TO EYEBROW SYSTEM INSTALLATION. SEE PORTAL FLASHING DETAIL 8/A6.1 TUBE STEEL, MIN. 12'-2" TO BOTTOM OF STEEL FRT. WOOD BLOCKING. LED FIXTURE. SEE SHEET A1.6 AND ELECTRICAL DRAWINGS FOR MORE DETAIL HORIZONTAL NICHIHA PANELS ON MOUNTING TRACK SYSTEM BY NICHIHA NICHIHA CLIP FASTENED ON STUD NICHIHA STARTER TRACK 8" METAL STUD 6" METAL STUD PROVIDE SHIM AND SEALANT AS REQUIRED, TYP. BOTH SIDES PRE-ENGINEERED ALUMINUM COMPOSITE PANEL EYEBROWN SYSTEM ABOVE STOREFRONT GLAZING WINDOW TWP-1 ON GYP BOARD UP TO 48" A.F.F. PER MANUFACTURERS SPECIFICATIONS EXISTING CMU WALL CONTINUOUS SEALANT TYP. ON BOTH SIDES WEATHER RESISTANT BARRIER FRAMING MEMBER SHEATHING NICHIHA PANEL NICHIHA CLIP 1/4" SEALANT JOINT OVER DOUBLE FLANGE SEALANT BRACKET NICHIHA OUTSIDE CORNER PANEL NICHIHA CORNER CLIP WEATHER RESISTANT BARRIER NICHIHA PANEL NICHIHA CLIP STOREFRONT GLAZING WINDOW TWP-1 ON GYP BOARD UP TO 48" A.F.F. PER MANUFACTURERS SPECIFICATIONS EXISTING CMU WALL PORCELAIN TILE ON 5/8" PREMABASE CEMENT BOARD WITH LATICRETE CONTINUOUS SEALANT TYP. ON BOTH SIDES 3/8" STAINLESS STEEL METAL TRIM 2X6" METAL STUD FRAMING EXISTING EXTERIOR WALL ATTACH METAL STUDS TO WALL STRUCTURE AS REQUIRED HORIZONTAL NICHIHA PANELS ON MOUNTING TRACK SYSTEM BY NICHIHA NICHIHA CLIP FASTENED ON STUD WEATHER RESISTANT BARRIER 5/8" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. ANCHOR BRACING TO STEEL CHANNEL REFER TO STRUCTURAL RIGID INSULATION AS REQUIRED BY CODE OVER 1-1/2" METAL DECKING SECURED TO METAL JOIST. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ROOFING MEMBRANE BEYOND 3/4" BACKER ROD AND SEALANT PROVIDE WEEPS PER MFR RECOMMENDATION, REF SPECS METAL FLASHING IN CONT BED OF SEALANT PAINT TO MATCH EIFS SEAL EDGE OF FLASHING TO SHEATHING 1'-7" EXISTING WALL ATTACH METAL STUDS TO WALL STRUCTURE AS REQUIRED 11/2" EIFS SYSTEM OVER 1/2" FRT. EXTERIOR SHEATHING ATTACHED TO 6" METAL STUDS @ 16" O.C. PRE-ENGINEERED COMPOSITE PANEL EYEBROW SYSTEM NICHIHA PANELS BEYOND PROVIDE WHITE METAL FLASHING PRIOR TO EYEBROW SYSTEM INSTALLATION. SEE PORTAL FLASHING DETAIL 8/A6.1 1'-6" 1'-6 7/8" A6.0 CONSULTANTS ARCHITECTURAL DATE ISSUE PROJECT NAME PROJECT INFORMATION SHEET TITLE 3030 W. RICHFIELD, Thorson Baker C O N S U L T 2021.10.28 PROJECT NO. DELIVERY NEW BURLINGTON DATE: BURLINGTON STORES 2352 E. LAS CRUCES, 2021.11.18 2021.12.03 2021.12.09 2021.02.02 2021.04.26 4 SECTIONS DETAILS SCALE: VESTIBULE WALL SECTION 2 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 3A A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 6 A6.0 1/2"=1'-0" SCALE: VESTIBULE DETAIL 8 A6.0 1 1/2"=1'-0" SCALE: VESTIBULE DETAIL 7 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 5 A6.0 1 1/2"=1'-0" SCALE: WALL SECTION AT PORTAL 1 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 4 A6.0 1 1/2"=1'-0" SCALE: ENLARGED DETAIL 3B A6.0 1/2"=1'-0" 7'-4" 11'-10 1/2" A.F.F. UNDERSIDE OF CANOPY & EYEBROW FINISH FACE INTERIOR FINISH FLOOR 0'-0" 3B A6.0 6 A6.0 A6.0 9A A6.1 4 A6.0 1'-2 3/4" 4'-0" NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH SCREWS SPACED EVERY 6-1/2" 1'-6" TWP-1 P-1 16'-7 1/2" A6.0 11'-10 1/2" 1'-6" TOP OF ROOF-FRONT 20'-3" A.F.F. FINISH FLOOR 0'-0" 3A A6.0 4 A6.0 1'-5 1/4" NEW NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2" 11'-10 1/2" A.F.F. UNDERSIDE OF CANOPY & EYEBROW FINISH FACE INTERIOR TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F. TOP OF FRAMING 30'-0" A.F.F. 9A A6.1 2'-8" 2'-8" TOP OF FRAMING 30'-0" A.F.F. TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F. TOP OF ROOF- FRONT 20'-3" A.F.F. 2'-6" 6'-10" CONCRETE FLOOR SLAB PRE-ENGINEERED ALUMINUM COMPOSITE EYEBROW SYSTEM CONCRETE SLAB AIR AND WATER BARRIER BY PROSOCO R-GUARD SPRAY WRAP MVP. APPLY PER MANUF. SPECS. PORCELAIN TILE ON 5/8" PREMABASE CEMENT BOARD WITH LATICRETE NICHIHA PANEL BEYOND PRECAST SILL BEYOND CAST STONE BEYOND FRT. EXTERIOR SHEATHING ATTACHED TO 6 METAL STUDS EXISTING WALL ROOFING MATERIAL OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE FULL LENGTH OF PARAPET, LAP EDGE, AND SECURE TO WOOD BLOCKING AS REQUIRED. COORDINATE WITH ROOFING MANUFACTURER FOR TYPICAL DETAILS AND SPECIFICATIONS. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. RE-ENGINEERED ALUMINUM COMPOSITE EYEBROW SYSTEM ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. RECESSED LIGHT FIXTURE. PROVIDE 4" WIDE OPENING IN PLYWOOD. SEE SHEET A1.6 AND ELECTRICAL DRAWINGS FOR MORE DETAIL 5/8" GYPSUM BOARD, PAINTED 5/8" GYPSUM BOARD OVER 6" METAL STUDS @ 16" O.C. WITHIN DEEP LIGHT GAGE TRUSS 3-5/8" BRACE AT EA. JOIST FROM BOX BEAM TO NEAREST PANEL POINT (14 GA. CLIP EA. SIDE) EXISTING ROOF DECK BOX BEAM. REFER TO STRUCTURAL DRAWINGS SLIP TRACK ATTACHED TO STRUCTURE, REF 5/A4.2 ROOFING MATERIAL OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE FULL LENGTH OF PARAPET, LAP EDGE, AND SECURE TO WOOD BLOCKING AS REQUIRED. COORDINATE WITH ROOFING MANUFACTURER FOR TYPICAL DETAILS AND SPECIFICATIONS. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. EXISTING ROOF ATTACH METAL STUDS TO WALL STRUCTURE AT TOP OF EXIST PARAPET ROOF AND ABOVE PORTAL NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2" ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. NICHIHA PANEL BEYOND PRECAST SILL BEYOND CAST STONE BEYOND EXISTING ROOF DECK EXISTING ROOF EXISTING FOOTING FOR REFERENCE ONLY EXISTING CMU WALL ON GYP BOARD EXISTING FOOTING FOR REFERENCE ONLY BOX BEAM. FRT. WOOD BLOCKING AS REQUIRED. PROVIDE SHIM AS REQUIRED 3/4" FRT. PLYWOOD OVER 8" METAL STUD. 5/8" GYPSUM BOARD OVER 6" MTL. STUDS @ 24" O.C. FROM TOP OF STOREFRONT FRAME TO UNDERSIDE OF STRUCTURE. ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW AUTOMATIC DOORS. SEE SCHEDULE ON SHEET A4.0 FOR ADDITIONAL INFORMATION 5/8" GYPSUM BOARD CEILING CONT. SEALANT BOTH SIDES ALUMINUM STOREFRONT SYSTEM, TRANSOM WINDOW & AUTOMATIC DOORS. SEE SCHEDULE ON SHEET A4.0 FOR ADDITIONAL INFORMATION 3/4" FRT. PLYWOOD OVER 8" METAL STUDS 5/8" GYPSUM BOARD CEILING FRT. WOOD BLOCKING AS REQUIRED. EXISTING EXTERIOR WALL PRE-ENGINEERED COMPOSITE PANEL EYEBROW SYSTEM PROVIDE WHITE METAL FLASHING PRIOR TO EYEBROW SYSTEM INSTALLATION. SEE PORTAL FLASHING DETAIL 8/A6.1 TUBE STEEL, MIN. 12'-2" TO BOTTOM OF STEEL FRT. WOOD BLOCKING. LED FIXTURE. SEE SHEET A1.6 AND ELECTRICAL DRAWINGS FOR MORE DETAIL HORIZONTAL NICHIHA PANELS ON MOUNTING TRACK SYSTEM BY NICHIHA NICHIHA CLIP FASTENED ON STUD NICHIHA STARTER TRACK 8" METAL STUD 6" METAL STUD PROVIDE SHIM AND SEALANT AS REQUIRED, TYP. BOTH SIDES PRE-ENGINEERED ALUMINUM COMPOSITE PANEL EYEBROWN SYSTEM ABOVE STOREFRONT GLAZING WINDOW TWP-1 ON GYP BOARD UP TO 48" A.F.F. PER MANUFACTURERS SPECIFICATIONS EXISTING CMU WALL CONTINUOUS SEALANT TYP. ON BOTH SIDES WEATHER RESISTANT BARRIER FRAMING MEMBER SHEATHING NICHIHA PANEL NICHIHA CLIP 1/4" SEALANT JOINT OVER DOUBLE FLANGE SEALANT BRACKET NICHIHA OUTSIDE CORNER PANEL NICHIHA CORNER CLIP WEATHER RESISTANT BARRIER NICHIHA PANEL NICHIHA CLIP STOREFRONT GLAZING WINDOW TWP-1 ON GYP BOARD UP TO 48" A.F.F. PER MANUFACTURERS SPECIFICATIONS EXISTING CMU WALL PORCELAIN TILE ON 5/8" PREMABASE CEMENT BOARD WITH LATICRETE CONTINUOUS SEALANT TYP. ON BOTH SIDES 3/8" STAINLESS STEEL METAL TRIM 2X6" METAL STUD FRAMING EXISTING EXTERIOR WALL ATTACH METAL STUDS TO WALL STRUCTURE AS REQUIRED HORIZONTAL NICHIHA PANELS ON MOUNTING TRACK SYSTEM BY NICHIHA NICHIHA CLIP FASTENED ON STUD WEATHER RESISTANT BARRIER 5/8" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C. ANCHOR BRACING TO STEEL CHANNEL REFER TO STRUCTURAL RIGID INSULATION AS REQUIRED BY CODE OVER 1-1/2" METAL DECKING SECURED TO METAL JOIST. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ROOFING MEMBRANE BEYOND 3/4" BACKER ROD AND SEALANT PROVIDE WEEPS PER MFR RECOMMENDATION, REF SPECS METAL FLASHING IN CONT BED OF SEALANT PAINT TO MATCH EIFS SEAL EDGE OF FLASHING TO SHEATHING 1'-7" EXISTING WALL ATTACH METAL STUDS TO WALL STRUCTURE AS REQUIRED 11/2" EIFS SYSTEM OVER 1/2" FRT. EXTERIOR SHEATHING ATTACHED TO 6" METAL STUDS @ 16" O.C. PRE-ENGINEERED COMPOSITE PANEL EYEBROW SYSTEM NICHIHA PANELS BEYOND PROVIDE WHITE METAL FLASHING PRIOR TO EYEBROW SYSTEM INSTALLATION. SEE PORTAL FLASHING DETAIL 8/A6.1 1'-6" 1'-6 7/8" A6.0 CONSULTANTS ARCHITECTURAL DATE ISSUE PROJECT NAME PROJECT INFORMATION SHEET TITLE 3030 W. RICHFIELD, Thorson Baker C O N S U L T 2021.10.28 PROJECT NO. DELIVERY NEW BURLINGTON DATE: BURLINGTON STORES 2352 E. LAS CRUCES, 2021.11.18 2021.12.03 2021.12.09 2021.02.02 2021.04.26 4 SECTIONS DETAILS SCALE: VESTIBULE WALL SECTION 2 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 3A A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 6 A6.0 1/2"=1'-0" SCALE: VESTIBULE DETAIL 8 A6.0 1 1/2"=1'-0" SCALE: VESTIBULE DETAIL 7 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 5 A6.0 1 1/2"=1'-0" SCALE: WALL SECTION AT PORTAL 1 A6.0 1/2"=1'-0" SCALE: ENLARGED DETAIL 4 A6.0 1 1/2"=1'-0" SCALE: ENLARGED DETAIL 3B A6.0 1/2"=1'-0"
1'-9"
2'-1"
TOP OF EIFS ELEMENTS-1
27'-10 1/2" A.F.F.
TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F.
9B A6.1
ROOFING MATERIAL OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUDS @ 16" O.C. CONTINUE ROOFING MEMBRANE FULL LENGTH OF PARAPET, LAP EDGE, AND SECURE TO WOOD BLOCKING AS REQUIRED. COORDINATE WITH ROOFING MANUFACTURER FOR TYPICAL DETAILS AND SPECIFICATIONS.
CONTINUE ROOFING MEMBRANE OVER 1/2" FRT. EXT. GRADE SHEATHING OVER 6" METAL STUD BRACING @ 16" O.C.
NEW NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2"
TOP OF ROOF- FRONT
20'-3" A.F.F.
COMPACTOR SECTION DETAILS
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF DECK
EXISTING CMU WALL
11 1/2"
NICHIHA PANELS WITH ULTIMATE CLIPS (4 PER 10' PANEL EDGE) WITH 4 SCREWS SPACED EVERY 6-1/2"
EXISTING ROOF DECK
EXISTING CMU WALL
EXISTING WALL
BURLINGTON STORES
11/2" EIFS SYSTEM OVER 1/2" FRT.
EXTERIOR SHEATHING ATTACHED TO 6" METAL STUDS @ 16" O.C.
EXISTING WALL
EXISTING WALL BASE
EXISTING FOOTING FOR REFERENCE ONLY
FINISH FLOOR +0'-0"
TRUCK DOCK SECTION DETAILS
1 2 FRT. EXTERIOR SHEATHING ATTACHED TO 6 METAL STUDS EXISTING WALL
EXISTING FOOTING FOR REFERENCE ONLY
27'-10"
SLOPE THRU-WALL
O.C.
CONCRETE
SPECIFICATIONS MORTAR NET 3'-0" 26'-0" 5 A6.0 T.O MASONRY
4 A6.1 4 A6.0 TOP OF FRAMING 30'-0" A.F.F. TOP
A.F.F. 2'-6" 5'-10" TOP OF EXISTING EXTERIOR WALL 25'-9" A.F.F. 9A A6.1 1/2" A6.1 DATE ISSUE PROJECT NAME / LOCATION PROJECT INFORMATION SHEET TITLE / NUMBER 2021.10.28 FOR PERMIT PROJECT NO. 7359-21 DELIVERY TYPE: NEW BURLINGTON STORE DATE: 2021-10-12
FLASHING (TYP.) PROVIDE 3/8" WEEP HOLES @ 24"
HORIZONTALLY
EXPANSION JOINT FILLER, REFER TO
+3'-0"
OF ROOF- FRONT 20'-3"
2352 E. LOHMAN AVE. LAS CRUCES, NM 88011 2021.11.18 REVISION #1 2021.12.03 1-ST ROUND CITY COMMENTS TENANT COMMENTS REVISION #2 2021.12.09 2-ND ROUND TENANT COMMENTS REVISION #3 2021.02.02 REVISION #4 2021.04.26 (ISSUED FOR RECORD) REVISION #4 4
& DETAILS 1 SCALE: WALL SECTION PORTAL 1 A6.1 1/2"=1'-0" SCALE: WALL SECTION PORTAL 2 A6.1 1/2"=1'-0" EXISTING SLOPE DOWN EXISTING CONCRETE RETAINING WALL TRENCH DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFO. NEW COMPACTOR DOOR, SEE FLOOR PLAN ON A1.3 & DOOR SCHEDULE ON A4.0 FOR MORE DETAIL. ±10'-0" 12'-6" LEVEL COMPACTOR PAD 40'-0" LEVEL COMPACTOR PAD 2'-3" MIN. 2'-3" MIN. 2'-0" 2'-0" 2'-0" 1'-0" 8'-1" EXISTING CONCRETE TRUCK DOCK RAMP 5'-2" 6'-0" TRAM PACK STATIONARY COMPACTOR. USE PTR MODEL #TP2000SP. PROVIDE GUIDE RAILS FOR RECEIVER BOX PER MANUFACTURES SPECIFICATIONS. PROVIDE AN 8 YARD CONTAINER WITH COMPACTOR, COORDINATE WITH BURLINGTON CPM BEFORE ORDERING FOR FINAL APPROVAL. EXISTING DOCK BUMPERS & SEALS. A6.2 3'-6" X 3'-4" M.O. 4 A6.2 115-B 115-A CONTAINER EXISTING BOLLARD 6" LEVEL CONCRETE COMPACTOR PAD. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION LINE OF PARAPET WALL BEYOND (EXISTING) LEVEL CONCRETE COMPACTOR PAD. SEE ENLARGED PLAN THIS SHEET FOR MORE DETAIL EXTERIOR WALL EXISTING) EXISTING SLOPED CONCRETE TRUCK DOCK RAMP. ROOF(EXISTING) 1/2" PREFORMED JOINT FILLER & SEALANT, TYP. EXISTING CONCRETE FOOTING AND FOUNDATION WALL WALL FOR REFERENCE ONLY 3'-9" 3'-9" 1/4" THICK PAINTED STEEL PLATE COMPACTOR DOOR BEYOND. SEE DOOR SCHEDULE ON A4.0 FOR MORE DETAIL. FINISHED FLOOR STEEL CHANNEL (AROUND ENTIRE PERIMETER OF COMPACTOR DOOR OPENING) PAINTED TO MATCH DOOR EXISTING CONCRETE FLOOR SLAB LEVEL CONCRETE COMPACTOR PAD EXISTING CONCRETE FOOTING AND FOUNDATION WALL FOR REFERENCE ONLY 1/2" PREFORMED JOINT FILLER SEALANT, TYP. 1/2" PREFORMED JOINT FILLER SEALANT, TYP. APPROXIMATE LOCATION AND SIZE OF METAL NEW INFILL EXTERIOR WALL STEEL CHANNEL AROUND PERIMETER OF OPENING CONSTRUCTION MAY VARY APPROXIMATE LOCATION AND SIZE OF TRAM PACK STATIONARY COMPACTOR. USE PTR MODEL #TP2000SP. PROVIDE GUIDE RAILS FOR RECEIVER BOX PER MANUFACTURES EXISTING CMU WALL EXISTING CMU WALL CONCRETE FOOTING AND FOUNDATION WALL(EXISTING) FOR REFERENCE ONLY OVERHEAD DOOR (EXISTING) SLOPE 5% MAX. EXISTING CONCRETE RETAINING WALL EXISTING RETAINING WALL EXISTING CONCRETE TRUCK DOCK RAMP NEW DOCK DRAIN AND GRATE. SEE CIVIL DRAWINGS FOR MORE DETAIL. 1/2" PREFORMED JOINT FILLER & SEALANT, TYP. EXTERIOR WALL (EXISTING) LINE OF COMPACTOR PAD BEYOND. SLOPE CONCRETE PAD @ 1/4" PER FOOT. ROOF STRUCTURE (EXISTING) PROVIDE EDGE OF DOCK ON EACH OF THE EXISTING OVERHEAD DOORS. NEW EDGE OF DOCK LEVELER SPEC: KELLEY MECHANICAL OF DOCK LEVELER MODEL #KM7230 ALTERNATE SPAC: KELLEY AIR-POWERED EDGE OF DOCK LEVELER MODEL #KA7230 6'-0" TYP. 3'-6" 32'-6" EQ. EQ. 2'-6" 6'-0" SCALE: ENLARGED TRUCK DOCK PLAN A6.2 3/16"=1'-0" SCALE: CORNER TRANSITION DETAIL A6.2 1/2"=1'-0" SCALE: TRUCK DOC SECTION 4 A6.2 1/4"=1'-0" SCALE: ENLARGED DOCK SECTION A6.2 3/16"=1'-0" 3'-9" 3'-9" 1/4" THICK PAINTED STEEL PLATE COMPACTOR DOOR BEYOND. SEE DOOR SCHEDULE ON A4.0 FOR MORE DETAIL. FINISHED FLOOR 3'-4" STEEL CHANNEL (AROUND ENTIRE PERIMETER OF COMPACTOR DOOR OPENING) PAINTED TO MATCH DOOR EXISTING CONCRETE FLOOR SLAB LEVEL CONCRETE COMPACTOR PAD EXISTING CONCRETE FOOTING AND FOUNDATION WALL FOR REFERENCE ONLY 1/2" PREFORMED JOINT FILLER SEALANT, TYP. 1/2" PREFORMED JOINT FILLER SEALANT, TYP. 3'-4" 3'-4" WIDE APPROXIMATE LOCATION AND SIZE OF METAL TRASH CHUTE BY COMPACTOR INSTALLER. PAINT CHUTE TO MATCH BUILDING NEW INFILL EXTERIOR WALL STEEL CHANNEL AROUND PERIMETER OF OPENING EXTERIOR WALL CONSTRUCTION MAY VARY APPROXIMATE LOCATION AND SIZE OF TRAM PACK STATIONARY COMPACTOR. USE PTR MODEL #TP2000SP. PROVIDE GUIDE RAILS FOR RECEIVER BOX PER MANUFACTURES SPECIFICATIONS. EXISTING CMU WALL EXISTING CMU WALL 2'-1 1/8" SCALE: CORNER TRANSITION DETAIL 3 A6.2 1 1/2"=1'-0" WALL SECTION DETAILS TRUCK DOCK PLAN DETAILS
SECTIONS
EXISTING SLOPE DOWN EXISTING CONCRETE RETAINING WALL TRENCH DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFO. NEW COMPACTOR DOOR, SEE FLOOR PLAN ON A1.3 & DOOR SCHEDULE ON A4.0 FOR MORE DETAIL. ±10'-0" 12'-6" LEVEL COMPACTOR PAD 40'-0" LEVEL COMPACTOR PAD 2'-3" MIN. 2'-3" MIN. 2'-0" 2'-0" 2'-0" 1'-0" 8'-1" EXISTING CONCRETE TRUCK DOCK RAMP 5'-2" 6'-0" TRAM PACK STATIONARY COMPACTOR. USE PTR MODEL #TP2000SP. PROVIDE GUIDE RAILS FOR RECEIVER BOX PER MANUFACTURES SPECIFICATIONS. PROVIDE AN 8 YARD CONTAINER WITH COMPACTOR, COORDINATE WITH BURLINGTON CPM BEFORE ORDERING FOR FINAL APPROVAL. EXISTING DOCK BUMPERS & SEALS. A6.2 3'-6" X 3'-4" M.O. 4 A6.2 115-B 115-A
EXISTING BOLLARD 6" LEVEL CONCRETE COMPACTOR PAD. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION LINE OF PARAPET WALL BEYOND (EXISTING) LEVEL CONCRETE COMPACTOR PAD. SEE ENLARGED PLAN THIS SHEET FOR MORE DETAIL EXTERIOR WALL EXISTING) EXISTING SLOPED CONCRETE TRUCK DOCK RAMP. ROOF(EXISTING) 1/2" PREFORMED JOINT FILLER & SEALANT, TYP. EXISTING CONCRETE FOOTING AND FOUNDATION WALL WALL FOR REFERENCE ONLY 3'-9" 3'-9" 1/4" THICK PAINTED STEEL PLATE COMPACTOR DOOR BEYOND. SEE DOOR SCHEDULE ON A4.0 FOR MORE DETAIL. FINISHED FLOOR STEEL CHANNEL (AROUND ENTIRE PERIMETER OF COMPACTOR DOOR OPENING) PAINTED TO MATCH DOOR EXISTING CONCRETE FLOOR SLAB LEVEL CONCRETE COMPACTOR PAD EXISTING CONCRETE FOOTING AND FOUNDATION WALL FOR REFERENCE ONLY 1/2" PREFORMED JOINT FILLER SEALANT, TYP. 1/2" PREFORMED JOINT FILLER SEALANT, TYP. 3'-4" WIDE APPROXIMATE LOCATION AND SIZE OF METAL TRASH CHUTE BY COMPACTOR INSTALLER. PAINT CHUTE TO MATCH BUILDING NEW INFILL EXTERIOR WALL STEEL CHANNEL AROUND PERIMETER OF OPENING EXTERIOR WALL CONSTRUCTION MAY VARY APPROXIMATE LOCATION AND SIZE OF TRAM PACK STATIONARY COMPACTOR. USE PTR MODEL #TP2000SP. PROVIDE GUIDE RAILS FOR RECEIVER BOX PER MANUFACTURES SPECIFICATIONS. EXISTING CMU WALL EXISTING CMU WALL CONCRETE FOOTING AND FOUNDATION WALL(EXISTING) FOR REFERENCE ONLY OVERHEAD DOOR (EXISTING) SLOPE 5% MAX. EXISTING CONCRETE RETAINING WALL EXISTING RETAINING WALL EXISTING CONCRETE TRUCK DOCK RAMP NEW DOCK DRAIN AND GRATE. SEE CIVIL DRAWINGS FOR MORE DETAIL. 1/2" PREFORMED JOINT FILLER & SEALANT, TYP. EXTERIOR WALL (EXISTING) LINE OF COMPACTOR PAD BEYOND. SLOPE CONCRETE PAD @ 1/4" PER FOOT. ROOF STRUCTURE (EXISTING) PROVIDE EDGE OF DOCK ON EACH OF EXISTING OVERHEAD DOORS. NEW EDGE OF DOCK LEVELER SPEC: KELLEY MECHANICAL OF DOCK LEVELER MODEL #KM7230 ALTERNATE SPAC: KELLEY AIR-POWERED EDGE OF DOCK LEVELER MODEL #KA7230 6'-0" TYP. 3'-6" 32'-6" EQ. EQ. 2'-6" 6'-0" SCALE: ENLARGED TRUCK DOCK PLAN 1 A6.2 3/16"=1'-0" SCALE: CORNER TRANSITION DETAIL 3 A6.2 1 1/2"=1'-0" SCALE: TRUCK DOC SECTION 4 A6.2 1/4"=1'-0" SCALE: ENLARGED DOCK SECTION 2 A6.2 3/16"=1'-0"
CONTAINER
COMPACTOR DOOR PLAN
FACADE DETAIL @PARAPET
TRUCK DOCK SECTION
ENLARGED BUILDING EXPANSION AND TRUCK DOCK PLAN
Professional Works
EXCELON CORP. RENOVATION
KENNET SQUARE, PA
Alexander Perry was awarded Excelon Corporation’s kennet square office for the new fitout and interior renovation works. Scope of work including interior renovation of an existing office to reconfigure office layout. New partitions, ceiling, redesign lobby, reception, conference area and finishes. Approx. Total area is 300,000 sq.ft.
RESPONSIBILITIES:
Assist in Design development, Project coordination & Construction documentation
BUILDING 200 LEVEL 01 PROPOSED RE-STACK PLAN
BUILDING
ALEXANDER PERRY, INC. GENSLER Exelon Buildings 200 & 300 Kennett Square ReStack Department Plans | 06.08.2020 Buildings 200 & 300 Kennett Square ReStack Department Plans ALEXANDER PERRY, INC. + BUILDING 200 LEVEL 02 PROPOSED RE-STACK PLAN Scale: 1/32” 1’-0” Building Core LEGEND: Area Not in Contract GEN Ofc Nuclear Engineering 08060 (2 PO, 11 Wkstns) GEN Components Programs 08080 (3 Wkstns) GEN Cent Engineering 08068 & 09470 (12 Wkstns) GEN Asset Mgmt 08008 (6 Workstations) GEN Elec Engineering 05059 (6 Workstations) GEN Digital Plant Innovation 05035 (2 Workstation) GEN Mech Engineering 08061 (4 Workstations) GEN Non-Component Prog. 08027 (4 Workstations) GEN Spent Fuel & Decomissioning 08058 (7 Workstations) GEN I/C Engineering 08062 (1 PO, 2 Workstations) GEN PWR Fuel Services 08063 PO, 15 Workstations) Common/Shared Space GEN BWR Fuel Services 08056 PO, 15 Workstations) Nuclear IT (2 PO, 31 Workstations, 1 Storage Rm) Nuclear PM 08070 (1PO, Workstations) GEN Nuclear Records Mgmt 08044 (4 Workstations) GEN Risk Mgmt 08009 (1 PO, 4 Workstations) GEN Safety Analysis 08064 (11 Wkstns) & 05094 (9 Wkstns) Server Room GEN Reliability Engineering 08066 (6 Wkstns)
RE-STACK
ALEXANDER PERRY, INC. + GENSLER Exelon Buildings 200 & 300 Kennett Square | ReStack Department Plans | 06.08.2020 Buildings 200 & 300 Kennett Square ReStack Department Plans 4.30.2020 5 ALEXANDER PERRY, INC. + BUILDING 300 LEVEL 02 PROPOSED RE-STACK PLAN Scale: 1/32” 1’-0” Building Core LEGEND: Area Not in Contract BSC EU 00087 00067 (2 PO, Wkstn) BSC HR Empl Labor Relations 00175 (3 PO) BSC Corp Enviro Affairs 10137 (3 PO, Wkstns) BSC Corp Strategy 00768 Wkstn) BCS Human Resources 00719 (2 PO) BSC Corporate Development 00767 (1 PO) GRAPP 00897 & 00781 (9 PO, Wkstns) Clear Sight 00703 (12 Wkstns, Storage, Innovation Space) BSC EX Util Fin Perform Stds 00077 (1 Wkstn) Common/Shared Space BSC Sustainability 10137 (4 Wkstns) Facility (1 PO) Large Conference BUILDING 300 LEVEL 02 PROPOSED RE-STACK PLAN ALEXANDER PERRY, INC. GENSLER Exelon Buildings 200 & 300 | Kennett Square ReStack Department Plans 06.08.2020 Buildings & 300 Kennett Square ReStack Department Plans ALEXANDER PERRY, INC.
BUILDING 200 LEVEL 02 PROPOSED
PLAN
RE-STACK
Scale: 1/32” = 1’-0” Building Core LEGEND: Area Not in Contract GEN Central Design 09470 E.Flick PO, Wkstn) GEN Ofc Nuclear Engineer VP 08060 M.Gillin (1 PO) Rick Everett, 08060 (1 PO) GEN Outage Mgmt 08043 (1 Wkstn) GEN Chemistry 08076 (1 PO, Wkstn) GEN Outage Services ISFSI 08040 (1 Wkstns) Executives Conference GEN Outage Support 08042 (1 PO, Wkstn) GEN Communication GenCorp 09404 (1 PO, Wkstn) GEN West RSS 08035 Wkstns) Common/Shared Space GEN Office of Sr. VP Office Support 08022 (1 PO, Wkstns) GEN Corporate Work Control 08019 (1 Wkstn) BSC Legal Regulatory 00678 (1 PO) Wholesale Legal 86692 (1 PO) GEN Ops Mgmt 08016 (1 PO, Wkstns) Constellation (3 PO, 38 Wkstns, Open) HR Department Executive Department (10 PO, 2 Wkstns) GEN Finance Nuclear 00305 (1 PO, Wkstn) GEN Maintenance 08014 (6 Workstations) GEN Generation Support Rad Prot 08077 (2 Workstations) GEN Fleet Assesment 05031 (1 PO, Wkstns)
200 LEVEL 03 PROPOSED RE-STACK PLAN ALEXANDER PERRY, INC. Exelon Buildings 200 & 300 | Kennett Square ReStack Department Plans 06.08.2020 Buildings 200 & 300 Kennett Square ReStack Department Plans 4.30.2020 ALEXANDER PERRY, INC. + JC BUILDING 300 LEVEL 03 PROPOSED RE-STACK PLAN Scale: 1/32” = 1’-0” Building Core LEGEND: Area Not in Contract Supply (3 PO, 31 Wkstn) BSC ERM Ops & Enterprise Credit 00898 & 00900 (1 PO, Wkstn) Common/Shared Space BSC IT (1 PO, 35 Wkstn) BSC REF 00135 (1 PO, 1 Wkstn) CISS (2 PO) BSC Legal Immigration 00673 (1 PO, 1 Wkstn) BSC Trans Strat & Compliance 00430 (1 PO) BCS Human Resources 00719 (1 PO) BUILDING 300 LEVEL 03 PROPOSED RE-STACK PLAN ALEXANDER PERRY, INC. GENSLER Exelon Buildings 200 & 300 | Kennett Square | ReStack Department Plans 06.08.2020 200 & 300 Kennett Square ReStack Department Plans ALEXANDER PERRY, INC. + ELEV. EQUIP. BUILDING 200 LEVEL 01 PROPOSED RE-STACK PLAN Building Core LEGEND: Area Not in Contract Retail Space GEN Corp Work Control 08019 (1 Workstation) GEN NOS Internal Audit 05034 (4 Workstations) & GEN NOS 08049 (1 PO) CISS (2 PO) GEN Emer Prepare 08007 (1 PO, Workstations) Scale: 1/32” 1’-0” Accounting/Finance (3 PO, 23 Workstations) GEN Ofc Nuclear Corp Training 08081 (1 PO, Workstations) Common/Shared Space Hotel Space Drug Screening Mothers Room Document Mgr. (1 PO) GEN Office of NGG Licensing Renewal 08002 (2 PO, 18 Wkstns) Nuclear Security L/R Decommisioning 08058 (4 Workstations) GEN Radwaste Enviro Mgmt 08015 (1 PO, Wkstns) Buildings ReStack Department Plans | 06.055.2020
200 LEVEL 03 PROPOSED
PLAN
BUILDING
ALEXANDER PERRY
Professional Works
Detailing)
Row House
Row House 1401 N 31st Street
Company: - Casalina Design
Location II Philadelphia, PA
Location: -1401 N 31st ,Philadelphia , PA
Typology II Row House
Type: - Residential Project Status -Built
Project Status II Constructed
Year: -2017
Supervisor II Casalina Design
Responsibilities: - Design Development - 3d visualization -Working Drawing (Elevation & Detailing)
RESPONSIBILITIES:
Assist in Design development, 3d visualization & Construction documentation
Visualization
3d
Elevation First Floor Plan
Front Setback 8' - 0" New Deck New Rebuild insulated Brick Stud Wall New Floor 2" x10" @16 c.c. Max Height 38'-0" Parapet New Floor 2" x10" @16 c.c. First Floor Plan 2' - 6" Second Floor Plan 11' - 6" Third Floor Plan 20' - 6" Roof Plan 29' - 6" Basement Plan -6' - 6" Grade 0' - 0" Pilot House 38' - 0" Existing Party Wall 2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C. R-19 Insulation. New cap flashing @ wall 5/8 EXT. Ply Rubber Flashing 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C R-19 Insulation. 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" R-19 Insulation. R-19 Insulation. R-19 Insulation. 0' - 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 2"x6" Stud wall @ 16" C.C. 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB R-19 Insulation. Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Existing Party Wall Existing Party Wall Existing foundation wall Existing foundation wall 2 Layers of 5/8" GWB 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 4" Concrete slab 0' - 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit Pilot roof house constr. -5/8" Type "x" gwb (level 4 finish) -Fiberglass batt insulation laid extend to sheathing -Roof rafter@ 16" o.c. (see framing -5/8" OSB sheathing -Ice & water shield over entire -Bituminous torch down roofing. Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 1/4" = 1'-0" 2 Section 2 3/4" = 1'-0" 3 Wall section Detail 01 1" = 1'-0" 4 Detail-Pilot house rake Front Setback 8' 0" New Deck New Rebuild insulated Brick Stud Wall New Floor 2" x10" @16 c.c. Max Height 38'-0" Parapet New Floor 2" x10" @16 c.c. First Floor Plan 2' - 6" Second Floor Plan 11' - 6" Third Floor Plan 20' - 6" Roof Plan 29' - 6" Basement Plan -6' - 6" Grade 0' - 0" Pilot House 38' - 0" Existing Party Wall 2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C. R-19 Insulation. New cap flashing @ wall 5/8 EXT. Ply Rubber Flashing 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C R-19 Insulation. 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" R-19 Insulation. R-19 Insulation. R-19 Insulation. 0' - 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 2"x6" Stud wall @ 16" C.C. 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB R-19 Insulation. Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Existing Party Wall Existing Party Wall Existing foundation wall Existing foundation wall 2 Layers of 5/8" GWB 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 4" Concrete slab 0' 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit Pilot roof house constr. -5/8" Type "x" gwb (level 4 finish) -Fiberglass batt insulation laid extend to sheathing -Roof rafter@ 16" o.c. (see framing -5/8" OSB sheathing -Ice & water shield over entire -Bituminous torch down roofing. Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 1/4" = 1'-0" 2 Section 2 3/4" = 1'-0" 3 Wall section Detail 01 1" = 1'-0" 4 Detail-Pilot house rake New New Floor x10" @16 First Floor Plan 2' - 6" Second Floor Plan 11' - 6" Third Floor Plan 20' - 6" Roof Plan 29' - 6" Grade 0' - 0" Pilot House 38' - 0" Existing Party Wall 2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C. R-19 Insulation. New cap flashing @ wall 5/8 EXT. Ply Rubber Flashing 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C R-19 Insulation. 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" R-19 Insulation. R-19 Insulation. R-19 Insulation. 0' 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 2"x6" Stud wall @ 16" C.C. 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ 2x6 Bearing wall @16'o.c./typ Replacement Rotted 2x10 joists@ 16" C.C 2 Layers of 5/8" GWB R-19 Insulation. Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Pressure treated 2"x6" stud Existing Party Wall Existing Party Wall Existing foundation wall 2 Layers of 5/8" GWB 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 3/4" C/D ply deck 4" Concrete slab New Roof Plan 29' - 6" Pilot House 38' - 0" Existing Party Wall 2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C. R-19 Insulation. New cap flashing @ wall 5/8 EXT. Ply Rubber Flashing 2 Layers of 5/8" GWB Replacement Rotted 2x10 joists@ 16" C.C R-19 Insulation. 1/2" Proxy Anchor @16" C.C. 2/2"X 10" 2/2"x6" 2 Layers of 5/8" GWB 5/8" GWB 2 Layers of 5/8" GWB 0' 8" Pilot roof house constr. -Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit 2"x6" Stud wall @ 16" C.C. Pressure treated 2"x6" stud 3/4" C/D ply deck
3d Visualization
Casalina Design
ACE Center (PPH
Addition)
Location II Philadelphia, PA
Construction
Renovation Development visualization+ Animation
Typology II Mixed-use Addition (Library, Art Studio, Dormitory)
Supervisor II Casalina Design/ Lolli Architects
RESPONSIBILITIES:
Assist Schematic, 3D rendering, animation, Design development, & Construction documentation
126'-2 1ST FLR ALPHA MANOR 135'-6 2ND FLR ALPHA MANOR 144'-2 3RD FLR ALPHA MANOR 152'-10 4TH FLR ALPHA MANOR 161'-6 5TH FLR ALPHA MANOR 8" 8'-8" 9'-4" 8'-0" 8" 8'-8" 8'-0" 8'-8" 8'-0" 8'-8" 8'-8" 8'-0" 8" 8" 136'-10 2ND FLR WEBB & ADDITION 124'-2 1ST FLR WEBB ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 8'-0" 10'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB & ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" 24" H. RAILING @ T.O. EXIST'G. PARAPET. MATCH EXISTING ALUMINUM COPING GUARDRAIL RAILING, TYP. @ 2ND, 3RD 4TH FLOORS OF ALPHA MANOR. MATCH EXISTING CONCRETE PLANK BALCONY EXTENSION. TYP. @ 2ND, 3RD & 4TH FLOORS OF ALPHA MANOR. SEE STRUCT DWGS PARGED CMU FOUNDATION WALL, TYP. ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. FIBER CEMENT PANEL SYSTEM, TYP. 136'-10 2ND FLR WEBB & ADDITION 124'-2 1ST FLR WEBB & ADDITION 145'-6 3RD FLR WEBB ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 12'-8" 8'-8" 12'-8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB & ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT ROOF CANOPY. SEE STRUCT DWGS 136'-10 2ND FLR WEBB ADDITION 124'-2 1ST FLR WEBB ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 12'-8" 8'-8" 8'-0" 10'-8" 12'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB ADDITION 152-10 3RD FLR CEILING WEBB 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT EXTENSIVE GREEN ROOF SYSTEM W/ 4" MEDIUM T.O. PARAPET SILL @ UPPER WINDOWS HEAD @ UPPER WINDOWS 1 FLR @ T.O. RAMP T.O. EXT DOOR FRAME HEAD @ LOWER WINDOW T.O. PARAPET SILL @ LOWER WINDOW FLR @ EXT DOOR FLR @ BTM OF RAMP PATCH REPAIR CRACK IN BRICK. SEE DETAIL 8/A500. TEMPORARILY REMOVE EX. LIGHT FIXTURE CONDUIT AS REQ'D FOR NEW WORK. SIM. T.O. PARAPET SILL @ UPPER WINDOWS HEAD @ UPPER WINDOWS FLR @ T.O. RAMP PHILADELPHIA PROTESTANT HOME PHARMACY/ ART STUDIO ADDITION AND RENOVATION 6401 MARTINS MILL RD. PHILADELPHIA, PA 19111 E N N E E R N MACINTOSH WAYNE, PA 19087 1255 DRUMMERS LANE SUITE 201 PHONE: 484-475-2180 FAX: 484-475-2181 JOB NUMBER: JOB CONTACT: 593.028 S. KRUMENACKER PHOENIXVILLE, PA 19460 1006 WINDING RIVER LANE PHONE: 610-983-0734 BID SET 4.4.16 15-026 JL/LU/DR/KS JL A201 EXTERIOR ELEVATIONS = EXISTING CONSTRUCTION THIS AREA EQ EQ C NORTH AREA OF PHARMACY WAITING NORTH AREA OF WORK NOTES AND PAINT BULKHEAD TO MATCH EXISTING WHERE DEMO WORK OCCURED AT PREVIOUS MECHANICAL GRILLE. SYSTEM. SEE FINISH SCHEDULE. TYP. OF 4. SEE ELECTRICAL DWGS. PROVIDED AND INSTALLED BY PHARMACY VENDOR. SINK AND FAUCET PROVIDED AND INSTALLED BY PHARMACY VENDOR. PROVIDED AND INSTALLED BY PHARMACY VENDOR. CARD READER. SEE ELEC DWGS. COORDINATE FINAL LOCATION WITH OWNER. FURNISHED BY OTHERS; INSTALLED BY CONTRACTOR. DEEP SHELF AND CLOTHING ROD. GUARDRAIL. MATCH EXISTING. MONITOR(S) AND ELECTRONIC SCOREKEEPER SYSTEM TO BE FURNISHED BY INSTALLED BY CONTRACTOR. COORDINATE FINAL LOCATIONS WITH OWNER. CLEAN BRICK. SEE ELEC. DWGS. COORDINATE FINAL LOCATION WITH OWNER. CLEAN ALUMINUM FRAMED WINDOW SYSTEM. FIRE EXTINGUISHER. CG: CORNER GUARD. REFER TO DETAIL 4/A601 HR-1: NOT USED HR-2: HANDRAIL W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL 6/A600 CR: CHAIR RAIL W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL. 8/A600 BB: PAINTED BACKERBOARD. SEE DETAIL 3/A601, SIM. LEGEND 6'-0" 2'-4" 1 ART STUDIO 7 DASHED LINE INDICATES FACE OF CEMENT FIBER BOARD PANEL SYSTEM 5'-0" 90.00° 3'-6 34 3'-7 10.00° 8" 9'-6 V.I.F. 8" 18'-10 8 90.00° 17'-0 2 35'-11 1 16'-11 11 8 1'-0" 1'-0" 5'-3" 8" PHILADELPHIA PROTESTANT HOME PHARMACY/ ART STUDIO ADDITION AND RENOVATION 6401 MARTINS MILL RD. PHILADELPHIA, PA 19111 MACINTOSH WAYNE, PA 19087 PHONE: 484-475-2180 JOB NUMBER:593.028 PHOENIXVILLE, PA 19460 1006 WINDING RIVER LANE PHONE: 610-983-0734 BID SET 4.4.16 15-026 JL/LU/DR/KS JL
FIRST FLOOR NEW WORK PLANS; ENLARGED PLAN = EXISTING CONSTRUCTION EXISTING CONSTRUCTION = EXISTING CONSTRUCTION RAMP DOWN LIBRARY RESIDENCE RESIDENCE RESIDENCE RESIDENCE DINING RESIDENCE RESIDENCE CORRIDOR 1'-4"90.00° SLOPE ROOF BELOW RESIDENT UNIT #1 RAMP DOWN RESIDENT UNIT #2 RESIDENT UNIT #3 BATH #1 BATH #2 SLOPE ROOF BELOW 12'-1 ALIGN 1 10.00°10'-4 2'-1" NORTH AREA OF WORK NORTH AREA OF WORK NORTH WORK EXISTING WHERE DEMO WORK OCCURED AT PREVIOUS VENDOR. INSTALLED BY PHARMACY VENDOR. VENDOR. COORDINATE FINAL LOCATION WITH OWNER. CONTRACTOR. SCOREKEEPER SYSTEM TO BE FURNISHED BY FINAL LOCATIONS WITH OWNER. WITH OWNER. FINAL LOCATION WITH OWNER. SYSTEM. CG: CORNER GUARD. REFER TO DETAIL 4/A601 HR-1: NOT USED HR-2: HANDRAIL W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL 6/A600 CR: CHAIR RAIL W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL. 8/A600 BB: PAINTED BACKERBOARD. SEE DETAIL 3/A601, SIM. LEGEND PHILADELPHIA PROTESTANT HOME PHARMACY/ ART STUDIO ADDITION AND RENOVATION 6401 MARTINS MILL RD. PHILADELPHIA, PA 19111 N N MACINTOSH WAYNE, PA 19087 1255 DRUMMERS LANE SUITE 201 PHONE: 484-475-2180 FAX: 484-475-2181 JOB CONTACT: S. KRUMENACKER PHOENIXVILLE, PA 19460 1006 WINDING RIVER LANE PHONE: 610-983-0734 BID SET 4.4.16 15-026 JL/LU/DR/KS JL A102 SECOND AND THIRD FLOOR NEW WORK PLANS EXISTING CONSTRUCTION EXISTING CONSTRUCTION
A101
126'-2 1ST FLR ALPHA MANOR 135'-6 2ND FLR ALPHA MANOR 144'-2 3RD FLR ALPHA MANOR 152'-10 4TH FLR ALPHA MANOR 161'-6 5TH FLR ALPHA MANOR 9'-4" 8'-8" 8'-8" 8'-8" 8'-8" 136'-10 2ND FLR WEBB ADDITION 124'-2 1ST FLR WEBB & ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 12'-8" 8'-8" 8'-0" 10'-8" 12'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 7'-5" 144'-3 2ND FLR CEILING WEBB ADDITION 152-10 3RD FLR CEILING WEBB 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 24" H. RAILING @ T.O. EXIST'G. PARAPET. MATCH EXISTING ALUMINUM COPING GUARDRAIL & RAILING, TYP. @ 2ND, 3RD & 4TH FLOORS OF ALPHA MANOR. MATCH EXISTING CONCRETE PLANK BALCONY EXTENSION. TYP. @ 2ND, 3RD & 4TH FLOORS OF ALPHA MANOR. SEE STRUCT DWGS PARGED CMU FOUNDATION WALL, TYP. ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. FIBER CEMENT PANEL SYSTEM, TYP. 136'-10 2ND FLR WEBB & ADDITION 124'-2 1ST FLR WEBB ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 8'-0" 10'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB & ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT ROOF CANOPY. SEE STRUCT DWGS 136'-10 2ND FLR WEBB ADDITION 124'-2 1ST FLR WEBB & ADDITION 145'-6 3RD FLR WEBB ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 12'-8" 8'-8" 8'-0" 10'-8" 12'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 144'-3 2ND FLR CEILING WEBB ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT EXTENSIVE GREEN ROOF SYSTEM W/ 4" MEDIUM T.O. PARAPET SILL @ UPPER WINDOWS HEAD @ UPPER WINDOWS FLR @ T.O. RAMP T.O. EXT DOOR FRAME HEAD @ LOWER WINDOW T.O. PARAPET SILL @ LOWER WINDOW FLR @ EXT DOOR FLR @ BTM OF RAMP PATCH & REPAIR CRACK IN BRICK. SEE DETAIL 8/A500. TEMPORARILY REMOVE EX. LIGHT FIXTURE CONDUIT AS REQ'D FOR NEW WORK. SIM. T.O. PARAPET SILL @ UPPER WINDOWS HEAD @ UPPER WINDOWS FLR @ T.O. RAMP PHILADELPHIA PROTESTANT HOME PHARMACY/ ART STUDIO ADDITION AND RENOVATION 6401 MARTINS MILL RD. PHILADELPHIA, PA 19111 N E E R G MACINTOSH WAYNE, PA 19087 1255 DRUMMERS LANE SUITE 201 PHONE: 484-475-2180 FAX: 484-475-2181 JOB NUMBER: JOB CONTACT: 593.028 S. KRUMENACKER PHOENIXVILLE, PA 19460 1006 WINDING RIVER LANE PHONE: 610-983-0734 BID SET 4.4.16 15-026 JL/LU/DR/KS JL A201 EXTERIOR ELEVATIONS = EXISTING CONSTRUCTION 136'-10 2ND FLR WEBB & ADDITION 124'-2 1ST FLR WEBB & ADDITION 145'-6 3RD FLR WEBB ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 12'-8" 8'-8" 12'-8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB & ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" GUARDRAIL & RAILING, TYP. @ 2ND, 3RD 4TH FLOORS OF ALPHA MANOR. MATCH EXISTING CONCRETE PLANK BALCONY EXTENSION. TYP. @ 2ND, 3RD 4TH FLOORS OF ALPHA MANOR. SEE STRUCT DWGS PARGED CMU FOUNDATION WALL, TYP. ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. FIBER CEMENT PANEL SYSTEM, TYP. 136'-10 2ND FLR WEBB ADDITION 124'-2 1ST FLR WEBB & ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 12'-8" 8'-8" 8'-0" 10'-8" 12'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 7'-5" 144'-3 2ND FLR CEILING WEBB ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT ROOF CANOPY. SEE STRUCT DWGS 136'-10 2ND FLR WEBB & ADDITION 124'-2 1ST FLR WEBB ADDITION 145'-6 3RD FLR WEBB & ADDITION 156'-2 ROOF AT ADDITION 158'-2 PARAPET AT ADDITION 8" 12'-0" 8'-0" 10'-8" 2'-0" 8" 133'-3 1ST FLR CEILING WEBB 9'-1" 7'-5" 144'-3 2ND FLR CEILING WEBB & ADDITION 152-10 3RD FLR CEILING WEBB 7'-4" 134'-8 1ST FLR CEILING ADDITION 154-2 EXISTING ROOF AT WEBB 154-0 CEILING AT ADDITION 10'-6" 8'-8" 8'-6" ALUMINUM COPING FIBER CEMENT PANEL SYSTEM, TYP. PARGED CMU FOUNDATION WALL, TYP. TUBE STEEL COLUMN W/ COLUMN ENCLOSURE ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP. ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT EXTENSIVE GREEN ROOF SYSTEM W/ 4" MEDIUM PHARMACY/ ART STUDIO ADDITION AND RENOVATION 6401 MARTINS MILL RD. PHILADELPHIA, PA 19111 BID SET 4.4.16 15-026 JL/LU/DR/KS JL A201 EXTERIOR ELEVATIONS = EXISTING CONSTRUCTION
Professional Works
Logan Apartment
Location II Philadelphia, PA
Typology II Housing
Project Status II Conceptual Proposal
Supervisor II William D. Eckley
Role: II Architect’s Assistance
NORTH ELEVATION
SECTION
THIRD FLOOR FIRST FLOOR LOWER LEVEL +131.10' FIRST FLOOR +141.10' SECOND FLOOR +151.10' THIRD FLOOR +161.10' ROOF LEVEL +171.10'
2ND FLOOR PLAN
Professional Works
Mixed-Used Complex
Location II 600 Girard Ave, Philadelphia, PA
Typology II Mixed-Used (Library, Apartments)
Project Status II Conceptual Proposal (Unbuilt)
Supervisor II Jose Casalina
Role: II Junior Designer ( Space Planning, 3d Visualization)
HC SPACE #1 SPACE #2 SPACE #3 SPACE #5 SPACE #4 SPACE #6 SPACE #7 REAR ENTRY/ EXIT MAIN ENTRY LIBRARY FIRST FLOOR USABLE = 4040 SF SECOND FLOOR USABLE = 6020 SF 10,060 SF TOTAL LINE OF SECOND FLOOR ABOVE UTILITY ROOM 160 SF LINE OF TERRACE ABOVE 10'-0" 10'-0" 5'-0" 67'-0" STAIR #2 UP UP STAIR #1 UP MAILBOXES APARTMENT LOBBY RECEPTION/ CHECK-OUT DESK EMERGENCY EXIT FIRST FLOOR SECOND FLOOR PLAN FIRST FLOOR PLAN FOURTH FLOOR PLAN OUTDOOR TERRACE +14'-0" 67'-0" KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BEDROOM #1 CLOSET BATH ROOM DINING KITCHEN LIVING ROOM HVAC W/D BED ROOM #1 BED ROOM #2 CLOSET CLOSET CLOSET CLOSET CLOSET COATS LIVING ROOM HVAC W/D BATH ROOM KITCHEN STUDIO 410 SF STUDIO 410 SF STUDIO 410 SF BEDROOM 580 SF 5'-0" 98'-6" KITCHEN LIVING ROOM STAIR #2 DN UP STAIR #1 DN UP STAIR #1 DN UP STAIR #2 DN UP DINING ROOM DN ENTRY COATS KITCHEN LIVING ROOM DINING ROOM DN ENTRY COATS HALLWAY DN SECOND FLOOR FOURTH FLOOR BEDROOM DUPLEX 580 SF THIS FLOOR LIBRARY FIRST FLOOR USABLE 4040 SF SECOND FLOOR USABLE = 6020 SF 10,060 SF TOTAL LAUNDRY & TRASH ROOM BALCONY BALCONY BALCONY BALCONY 1 BEDROOM 520 SF BEDROOM 520 SF 1 BEDROOM 520 SF BEDROOM 740 SF BEDROOM DUPLEX 630 SF THIS FLOOR OUTDOOR TERRACE +14'-0" 67'-0" KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS KITCHEN DINING LIVING ROOM HVAC W/D BED ROOM #1 BATH ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BED AREA CLOSET DINING KITCHEN BATH ROOM LIVING ROOM COATS BEDROOM #1 CLOSET BATH ROOM DINING KITCHEN LIVING ROOM HVAC W/D BED ROOM #1 BED ROOM #2 CLOSET CLOSET CLOSET CLOSET CLOSET COATS LIVING ROOM HVAC W/D BATH ROOM KITCHEN STUDIO 410 SF STUDIO 410 SF STUDIO 410 SF 1 BEDROOM 580 SF 5'-0" 98'-6" KITCHEN LIVING ROOM STAIR #2 DN UP STAIR #1 DN UP STAIR #1 DN UP STAIR #2 DN UP DINING ROOM DN ENTRY COATS KITCHEN LIVING ROOM DINING ROOM DN ENTRY COATS HALLWAY DN SECOND FLOOR FOURTH FLOOR 2 BEDROOM DUPLEX 580 SF THIS FLOOR LIBRARY FIRST FLOOR USABLE = 4040 SF SECOND FLOOR USABLE = 6020 SF 10,060 SF TOTAL LAUNDRY TRASH ROOM BALCONY BALCONY BALCONY BALCONY 1 BEDROOM 520 SF BEDROOM 520 SF BEDROOM 520 SF BEDROOM 740 SF 2 BEDROOM DUPLEX 630 SF THIS FLOOR
Agrani Bank Headquarter Competition
Location II Dhaka, Bangladesh
Agrani Bank Headquarter Competition Entry
Typology II Office
Site Map
Site Map
Project Status II Unbuilt
Location II Dhaka, Bangladesh
Typology II Office
Supervisor II Mujtaba Ahsan
Project Status II Unbuilt
Competition Entry
Site Map
Agrani Bank Headquarter
Role: II Designer
Supervisor II Mujtaba Ahsan
Role: II Designer
Location II Dhaka, Bangladesh
Typology II Office
Project Status II Unbuilt Supervisor II Mujtaba Ahsan
Role: II Designer
Agrani Bank is one of the major public Bank in Bangladesh. Due to rapid growth and imposed the need for a new headquarters. This competition design brief required a building that would be a landmark in the urban texture of Dhaka. This Bank was designed for predominantly as a office building with Multipurpose area, Branch office, Prayer Hall, Car Park, Healthcare, Guest Houses, Daycare facilities, etc.
Agrani Bank is one of the major public Bank in Bangladesh. Due to rapid growth and imposed the need for a new headquarters. This competition design brief required a building that would be a landmark in the urban texture of Dhaka. This Bank was designed for predominantly as a office building with Multipurpose area, Branch office, Prayer Hall, Car Park, Healthcare, Guest Houses, Daycare facilities, etc.
3D Diagram
3D Diagram
RESPONSIBILITIES:
RESPONSIBILITIES:
Design development, 3d visualization .
Agrani Bank is one of the major public Bank in Bangladesh. Due to rapid growth and imposed the need for a new headquarters. This competition design brief required a building that would be a landmark in the urban texture of Dhaka. This Bank was designed for predominantly as a office buildwith Multipurpose area, Branch office, Prayer Hall, Car Park, Healthcare, Guest Houses, Daycare facilities, etc.
Design development, 3d visualization .
RESPONSIBILITIES:
Design development, 3d visualization .
Program and Circulation
&Orientation
Lifted and Reorganize Connection & Circulation
SPACE REQUIREMENT-Ancillary functions (as per persons) Auditorium 15 sft per person (including everything)-for 500 persons 7500 sft 697 sqm Canteen 13 sft per person (including kitchen)-for 150 persons 1950 sft 181 sqm Conference 13 sft per persons (including everything) –for 100 persons 1300 sft 121 sqm Meeting room 15 sft per persons (including everything) –for 30 persons 450 sft 42 sqm Healthcare 5 beds with toilet and other supportive functions 250+200 sft 42 sqm Day care 25 sft per child – for 20 children 500 sft 46 sqm Prayer space For 100 persons (including ambulatory space) 1200 sft (gross) 111 sqm Guest house For 15 persons 1700 sft (gross) 158 sqm Library For 2500 books- all included 1000 sft (gross) 93 sqm
STUDIO D-HIVE AND ARCHITECTS
SPACE REQUIREMENT-Ancillary functions (as per persons) Auditorium 15 sft per person (including everything)-for 500 persons 7500 sft 697 sqm Canteen 13 sft per person (including kitchen)-for 150 persons 1950 sft 181 sqm Conference 13 sft per persons (including everything) –for 100 persons 1300 sft 121 sqm Meeting room 15 sft per persons (including everything) –for 30 persons 450 sft 42 sqm Healthcare 5 beds with toilet and other supportive functions 250+200 sft 42 sqm Day care 25 sft per child – for 20 children 500 sft 46 sqm Prayer space For 100 persons (including ambulatory space) 1200 sft (gross) 111 sqm Guest house For 15 persons 1700 sft (gross) 158 sqm Library For 2500 books- all included 1000 sft (gross) 93 sqm
Program and Circulation
and Reorganize Connection & Circulation
Lifted
Arrangement &Orientation West South Program Circulation STUDIO D-HIVE AND ARCHITECTS
SPACE REQUIREMENT-Ancillary functions (as per persons) Auditorium 15 sft per person (including everything)-for 500 persons 7500 sft 697 sqm Canteen 13 sft per person (including kitchen)-for 150 persons 1950 sft 181 sqm Conference 13 sft per persons (including everything) –for 100 persons 1300 sft 121 sqm Meeting room 15 sft per persons (including everything) –for 30 persons 450 sft 42 sqm Healthcare 5 beds with toilet and other supportive functions 250+200 sft 42 sqm Day care 25 sft per child – for 20 children 500 sft 46 sqm Prayer space For 100 persons (including ambulatory space) 1200 sft (gross) 111 sqm Guest house For 15 persons 1700 sft (gross) 158 sqm Library For 2500 books- all included 1000 sft (gross) 93 sqm
3DBuildingDia -
STUDIO D-HIVE AND ARCHITECTS
Arrangement
West South Program Circulation
3D Diagram Open Courtyard Green Garden Horizontal Louver Vertical Louver Horizontal Pargola
Second Floor Plan Seventh Floor Plan 4 4 5 5 5 5 6 6 6 6 14 13 12 7 7 7 7 11 First Floor Plan Second Floor Plan Seventh Floor Plan 4 4 5 5 5 5 6 6 6 6 14 13 12 7 7 7 7 11 Program Zoning Basement Plan First Floor Plan Second Floor Plan Seventh Floor Plan Drop-0ff Ramp Lobby Elevator Core Toilet Stair HVAC Room Meeting space Conference Multipurpose area Office Space Green garden Regional Branch Vault Room Car Park Footpath Storage Central Hvac Space 1 2 3 4 5 6 1 2 2 3 4 4 4 4 5 5 5 5 5 5 6 6 6 6 6 6 6 6 14 13 13 12 12 12 16 15 12 12 9 10 7 7 7 17 7 7 7 18 11 11 7 8 9 10 11 12 13 14 15 16 17 18 Guest Room Core Daycare Prayer Space Health Care Office Space Meeting Multipurpose Conference Regional Branch Cafe Program Zoning First Floor Plan Basement plan Second Floor Plan Seventh Floor Plan Drop-0ff Ramp Lobby Elevator Core Toilet Stair HVAC Room Meeting space Conference Multipurpose area Office Space Green garden Regional Branch Vault Room Car Park Footpath Storage Central Hvac Space 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Section AA’ West Elevation
River-Front Development
Location II Malayasia
Typology II Master plan
Project Status II Conceptual Proposal (unbuilt)
Supervisor II Teah Teh
RESPONSIBILITIES:
Concept design and development,Prepare presentation works & 3d visualizations.
CONTINUITY : LINK : EFFICIENT : GREEN : RHYTHMIC : SEPARATION : VISUAL : ICONIC : INNOVATIVE
SN LOW & ARCHITECTS
C A M M P D O S M H V E A R E S A
Mixed-used SOHO Complex
Location II Malayasia
Typology II Mixed-Used
Project Status II Under Construction
Mixed-Use Development 03
RESPONSIBILITIES:
Concept design and development,Prepare presentations works & 3d visualization.
Supervisor II Teah Teh Master
plan
Company -SN Low & Associates Location -Danga Bay, Johor, Malaysia Project Status -Under Construction Year -2012/13 Responsibilities - Concept Development - Schematic design First Floor Plan Zoning Section 2nd Floor Plan Podium Floor Plan Car-park Floor Plan Apartment Level Plan 2nd Floor Plan Podium Floor Plan Car-park Floor Plan Apartment Level Plan Car-park Floor Plan Apartment Level Plan
SN LOW & ARCHITECTS
DESIGN CENTER
Nexus Design Center
Philadelphia, PA
Role: II Architect
Description:
The nexus design center was design as a collaborative design studio project in the center city at 11 and chestnut with architecture, sustainable and interior design students. This building was design for the Thomas Jefferson university students, professors, and delegates for collaboration studios, research meeting and presentations galleries and event space. This building is design with WELL building standards.
NEXUS DESIGN CENTER
design center is to inspire a environment, where ideas may flow, interact with the inside, where and everything is valued. welcoming vibrant spaces while the interior and exterior inspiration and nurture collabo-
Introduction
The objective of nexus design center is to inspire a collaborative environment, where ideas may flow, where the outside will interact with the inside, where nothing will be wasted, and everything is valued.
GUIDING PRINCIPE LS
space where people can share and culture.
Experience- To create a welcoming vibrant spaces while having a co-relation with the interior and exterior spaces that will evoke inspiration and nurture collaboration.
building which focuses on reachieving interrelation between
Culture- Creating a space where people can share ideas, belief, knowledge and culture.
WELL building standards
Platinum + Resource Efficiency
Materials)
source efficiency while achieving interrelation between
Seven Concepts for Healthier building
3d Diagram
3d Diagram
ACADEMIC WORKS
View from the 1st floor
View from the 1st floor Exhibition Space
View from the 1st floor Exhibition Space
View from the 1st floor Stair
View from the 1st floor Exhibition Space
View from the 1st floor Exhibition Space
EUI of this Nexus Design Center
Exploded Axon
Agro-Livestock Research Center
Location II Marfa, TX
Description:
Black Hills Ranch, a 12,000-acre ranch, will be the newest acquisition of Sul Ross University commitment to education. The ranch lies 28 miles south of Marfa, Texas in Presidio County. The acquisition comes at a time for Sul Ross University commitment to building a more sustainable future. The University’s Department of Agricultural and Natural Resources Sciences Department (ANRS) efforts in sustainability has led the Department to seek a working ranch with the mission of addressing the Agro-livestock industry’s shortsighted work practices. Efforts in ranching and farming will address water consumption and how to best maximize a limited resource.
From the basic site analysis and precedents, schematic design was developed to align with site requirements and programs. Various component of buildings were introduced to address the problem on site such as louvers, light wells, earth shelter and marshlands. Also the building was fully sustained with on site energy harvest using all natural resources like geothermal, solar and water collection and reuse.
Existing Water Cycle Diagram Existing Water Cycle Diagram Proposed Water Cycle Diagram
footprint Bio-climatic Approach
Water Capture Site Response
Required
Structural Move
The building location was selected on top of creek to solve the problem of the site.
The building volume pushed down to earth to prevent from extreme hot climate. The
The Building column response to heavy roof spanning over large surface and transfer load uniformly to the ground.
The roof collects water and transfer excess water to cistern below for reuse.
The roof collects water and transfer excess water to cistern below for reuse. The green roof bridge the building and connect to the existing hill with similar contextual Vegetation.
Existing
Site Problem
The site has many small cluster of hills that result in formation of creek during rainy weather & high evaporation rate which result to dry steams.
ACADEMIC WORKS 0 T 20 T 0F 0F 16 FT
United Housing (Unity Complex)
Location II Dhaka, Bangladesh
Description:
The site was the biggest factor that inspired our concept. The lack of care towards the environment led us to question,“What makes us care so little about our surrounding?” We realized it was the absence of “Sense of Belonging” and identity in living spaces. So the housing complex was designed with one goal only, to give identifiable individual homes rather than just putting up apartments.
The site was the biggest factor that -in spired our concept. The lack of care towards the environment led us to -ques tion,“What makes us care so little about our surrounding?” We realized it was the absence of “Sense of Belonging” and identity in living spaces. So the housing complex was designed with one goal only, to give identifiable individual homes rather than just putting up apartments.
Interior Perspective
Site
Site Elevation
Elevation
Site Elevation
Site Elevation
ACADEMIC WORKS
Exploded Massing Dwelling Massing Dwelling Section Plan AT 15’ Plan AT 35’ Plan AT 45’ Plan AT 55’
Thank You Meshkath@ymail.com Phone 267 271 7766 Email: meshkath@ymail.com
