Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
MK101 Mail Kiosk, Elevations and Wall section APPROVED
3/4 =1' -0" 3/4 =1' -0" SECTION THRU COLUMN °cf DBL. 2X12 2X4 11E 4' -0" O.C. WALL SECTION 2 3 12 4" CONC. SLAB 4,000 PSI AIR ENTRAINED CONCRETE OVER 4" MIIN. GRANULAR FILL 12 VENTED FIBER CEMENT BOARD SOFFIT CROWN MOULD 1X6 1x10 1 3/4" x 11 1/4" LLV (3) 2X4 POST EXTEND CENTER 2X4 TO BOTTOM OF TOP PLATE 12" ROUND PRE -MFG. COLUMN WRAP (3) 2x4 POST SIMPSON CLOUMN BASE #CBQ66 -SDS2 LIMESTONE CAP 16" SQUARE BRICK VENEER COLUMN POURED CONC. COL. CONC. WALK FLUSH W/ FLOOR FINISH GRADE 3 RIPPED 1x1 FIBERGLASS SHINGLES 1 15# FELTS 1 -4" 4 5 7/16" OSB ROOF SHEATHIING H1 SIMPSON CLIP EA. TRUSS, BOTH ENDS H1 SIMPSON CLIP EA. TRUSS, BOTH ENDS 2X8 FASCIA ALUM. GUTTER ALUM. D.S. (2) #5 REBAR IN COL. 2 #5 REBARS CONTINUOUS 2,000 PSF SOIL BEARING PRESSURE 2X4 0 24" O.C. 3 -0" WOOD ROOF TRUSSES CO 24" O.C. BOXES 3/4" PLYWOOD FIBER CEMENT BB. PANEL CEILING CROWN MOULD OVER 1X4 F.C. TRIM FIBER CEMENT (F.C.) BOARD LAP SIDING OVER 7/16" O.S.B. SHTG. VENTED FIBER CEMENT BOARD SOFFIT CROWN MOULD 1X6 1X10 1' -2y" 1 3/4" x 11 1/4" LLV 12" ROUND PRE -MFG. COLUMN WRAP BEYOND LIMESTONE CAP BRICK VENEER POURED CONC. STEM CONC. WALK FLUSH W/ FLOOR 1 2X8 FASCIA ALUM. GUTTER ALUM. D.S. #5 REBAR 24" O.C. 2 #5 REBARS CONTINUOUS 2,000 PSF SOIL BEARING PRESSURE A7 /4 =1 -0 8 BRICK VENEER FRONT ELEVATION 9 10 FIBER CEMENT BD. SIDING 10 F11 FIBERGLASS SHINGLES vI 11 1 /4 =1' -0" 1 BRICK VENEER 11 ld L J IMESTO _ICAP 7 f 1 RIGHT ELEVATION 12 BRICK VENEER �I MEIN =NM �o� MINN MN= :ram —cam —M M— C— Mme■ ors CIE= =ME MINIM me■ II MIN I um mow No. me a Nom IN ����__���2 1 —d 11•_ 1__ MIN MIME= MI MOM __MN M___ =II NNE MOM MI MI -M M I ■MN■ -I 12 12 L13 A13 13 s 0) 1/4"=r-0" 13 9" 1/4" =1' -0" L__JL__JL__JL r it m �r 12 FIBERGLASS SHINGLES 12 J 19'-1 PHASE 1 12' -11" 14 14 2' -11" C7 FLOOR PLAN BRICK VENEER 1X4 TRIM REAR ELEVATION F15 15 15 JL__JL__JL__J 1/4"= —0" 37 10' -0" /FLUSH JOINT 35 -4 `FLUSH \JOINT 1 10 -0" 37-4" ti FIBERGLASS SHINGLES I., �1 1 1 I 1 1 1 1 1 LEFT ELEVATION 1 1111•11111. 16 16 ft__—f, 11 fig L__JL__JL__JL__11 11 JII FIBER CEMENT BD. SIDING Inn 11111 12 CONNECTING ACCESSIBLE SIDEWALK 16' -2y" PHASE 2 CONNECTING ACCESSIBLE SIDEWALK 12' -11" EQUIPMENT LIST PROVIDE FRONT LOADING USPS STD -4C APPROVED HORIZONTAL MAILBOXES. VERIFY NUMBER AND SIZES OF MAIL BOX UNITS AND FINAL DIMENSIONS WITH OWNER. PHASE 1: 9- SALSBURY 3711D-20 FL HORIZONTAL MAILBOXES W/ 20 USABLE COMPARTMENTS EACH 10- SALSBURY 3711S-2P HORIZONTAL MAILBOX W/ 2- PL5 PHASE 2: 8- SALSBURY 3711D-20 FL HORIZONTAL MAILBOXES W/ 20 USABLE COMPARTMENTS EACH 8- SALSBURY 3711S-2P HORIZONTAL MAILBOX W/ 2- PL5 1 12 MI_ _NMI MIMI- MN III I NMI NM MN NMI Mall I =MI _.__I __I- 5■1111M IN =EMI FIBERGLASS SHINGLES 12' -11" BRICK VENEE 17 17 T 1 I 1 T 1 f 1 1 f 1 1 1 T I f I I 1 1 I 1 1 1 1 f 1 BRICK VENEER T 1 1 1 I MESTON CA 12 T 1 12 AS APPROVE Tr 18 DATE REVISIONS N0. FEATE REVISIONS /SUBMISSIONS 9/07/2007 COMPUTER FILE NAMES PROJECT NO. "/7/ CH E�� I I IIIIII 1% 1 2304.004 3965 ---rte- STATE OF NOT PUBLISHED ALL RIGHTS RESERVED THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE PROPERTY OF MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES. BIAS ASSOCIATES, L.L.C. architects and Planners 5200 East 64TH Street, Suite A Indianapolis, Indiana 46220 msmith©masassociates.net Phone 317 726 1060 Fax 317 726 1061 Edward Rose Development Company L.L.C. ALEXA \IRIA APARTVE \TS Mail Kiosk Carmel, Indiana MAIL KIOSK PLAN, ELEVATIONS AND WALL SECTION DRAWN SHEET NO. DINS APPROVED MAS