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HomeMy WebLinkAbout04120082 Building Plans2X4 ®2'-0" O.C. CORNER TRIM 2 X BLOCKING DETAIL 3/4" = l'-0" 4" CONCRETE FLOOR SLAB WITH FIBER MESH REINFORCING ON 6 MIL VISQUEEN OVER 4" MINIMUM GRAVEL FILL. SLS #4REBARS AT - 24"O.C. CONCETE GRADE BEAM RW/ (2) #5'S CONTINOUS DETAIL 3/4" = 1'-0" ROOF TRUSSES ® - 24" O.C. TRUSS CLIP TRUSS BEARING EL. 8'-8" 7/16" OSB SHEATHING 2X4 STUDS ® 16" O.C. 7/16" O.S.B. SHEATHING TO UNDERSIDE OF ROOF DECK OVERHEAD DOOR & TRACK �- DOOR STOP (1 X 4 ALUM. WRAP) Z�:=x TRIM (2 X ALUM. WRAP) 7/16" OSB SHEATHING - SIDING 2-0 , OVERHEAD DOOR NOTCH SLAB 3/4" ASPHALT PVMT 12 235# FIBERGLASS SHINGLES 8 15# ROOFING FELT ��- 7/16" OSB SHEATHING 2X4 SOLE PLATE 1/2" EXPANSION JOINT 4" CONCRETE FLOOR SLAB WITH FIBER MESH REINFORCING ON 6 MIL VISQUEEN OVER 4" MINIMUM GRAVEL FILL. SLOPE TOWARD GARAGE DOOR VARIES 2" TO 4" SLOPE TOP OF SLAB EL. VARIES SEES LOPE FOUNDATION PLAN -p 3 1/2" WIDE x 8" HIGH POURED CONC. -� STEM WALL -p d d - 16" LONG NO. 4 DOWELS -d aji'7 CONCRETE GRADE d BEAM W/ (2) #5'S o �' CONTINOUS d n WALL SECTION 3/4" = l'-0" 6" ALUM. GUTTER WrROU2 )d 8 ALUMINUM WRAPPED FASCIA SOFIT VENT GH SAWN PLYWOOD SOFFIT 1 X 6 ALUMINUM WRAPPED BELT BOARD ALUMINUM DOWNSPOUT SIDING 2X4 TREATED PLATE ASPHALT PVMT ELEV. �'-Cr DECORATIVE Ll ALUMINUM WF RAKE BOARD FOUNDATION OU 11_INE TRU EL. m cn 0 0 0 ?A DETAIL 3/4" = 1'-0" SIDING 7/16" OSB SHEATHING 1 X 6 ALUMINUM WRAPPED BELT BOARD 2 X ALUMINIM WRAP 1 X 4 ALUMINIM WRAP DOOR�(TYPICAL)v � � V I I I I 20'-0" OUT TO OUT OF STUDS 4 GARAGE FRONT ELEVATION C1.1 1/4" = l'-0" CONTINUOUS RIDGE 6 C1.1 FIBERGLASS SHINGLES 1 X 8 ALUMINUM - WRAP FASCIA BOARD _ 140401 SIDING 6" ALUM. GUTTER SIDING ALUM. DOWNSPOUT Ion I I I I I I I I I I I I I I I I I I 20'-0" FOUNDATION ' OUTLINE GARAGE SIDE ELEVATION 1/4" = 1'-0" TO qn'-n" GARAGE FLOOR PLAN 1/4" = 1'-0" cn 0 ZD cncn 0 0 0 CD 0 0 N LINE OF ROOF OVERHANG 4" TYPICAL ,,,, 20'-0" 4" TYPICAL 3 1/2" WIDE x 8" HIGH POURED CONCRETE STEM WALL - EL. t0'-2" lo ---- I I 1 a ----- I- --------------------------------------- ------ I I I I O N CONC. GRADE 4" CONC. �-', REBARS CONTINOt1S BLOCK I C I I j N I o I w l o o - d �Q I 1 I Z Q 4" CON�CC. FLOOR SLAB H- a - J N 0 6FMIL VISQUEENEANDRCING p Z Q I I I 3 1/2" WIDE x 8" DROP STEM WALL I HIGH POURED AT DOOR I Z - d U r7 z O o � WALL EL. 0'-0 ----------------------------- 1 7� CJ 4 - w I _ d • v, 0 12 235# FIBERGLASS SHINGLES 8 15# ROOFING FELT ��- 7/16" OSB SHEATHING 2X4 SOLE PLATE 1/2" EXPANSION JOINT 4" CONCRETE FLOOR SLAB WITH FIBER MESH REINFORCING ON 6 MIL VISQUEEN OVER 4" MINIMUM GRAVEL FILL. SLOPE TOWARD GARAGE DOOR VARIES 2" TO 4" SLOPE TOP OF SLAB EL. VARIES SEES LOPE FOUNDATION PLAN -p 3 1/2" WIDE x 8" HIGH POURED CONC. -� STEM WALL -p d d - 16" LONG NO. 4 DOWELS -d aji'7 CONCRETE GRADE d BEAM W/ (2) #5'S o �' CONTINOUS d n WALL SECTION 3/4" = l'-0" 6" ALUM. GUTTER WrROU2 )d 8 ALUMINUM WRAPPED FASCIA SOFIT VENT GH SAWN PLYWOOD SOFFIT 1 X 6 ALUMINUM WRAPPED BELT BOARD ALUMINUM DOWNSPOUT SIDING 2X4 TREATED PLATE ASPHALT PVMT ELEV. �'-Cr DECORATIVE Ll ALUMINUM WF RAKE BOARD FOUNDATION OU 11_INE TRU EL. m cn 0 0 0 ?A DETAIL 3/4" = 1'-0" SIDING 7/16" OSB SHEATHING 1 X 6 ALUMINUM WRAPPED BELT BOARD 2 X ALUMINIM WRAP 1 X 4 ALUMINIM WRAP DOOR�(TYPICAL)v � � V I I I I 20'-0" OUT TO OUT OF STUDS 4 GARAGE FRONT ELEVATION C1.1 1/4" = l'-0" CONTINUOUS RIDGE 6 C1.1 FIBERGLASS SHINGLES 1 X 8 ALUMINUM - WRAP FASCIA BOARD _ 140401 SIDING 6" ALUM. GUTTER SIDING ALUM. DOWNSPOUT Ion I I I I I I I I I I I I I I I I I I 20'-0" FOUNDATION ' OUTLINE GARAGE SIDE ELEVATION 1/4" = 1'-0" TO qn'-n" GARAGE FLOOR PLAN 1/4" = 1'-0" cn 0 ZD cncn 0 0 0 CD 0 0 N LINE OF ROOF OVERHANG 4" TYPICAL ,,,, 20'-0" 4" TYPICAL 3 1/2" WIDE x 8" HIGH POURED CONCRETE STEM WALL - EL. t0'-2" lo ---- I I 1 a ----- I- --------------------------------------- ------ I I I I O N CONC. GRADE 4" CONC. �-', REBARS CONTINOt1S BLOCK I O I I j N I o I w l o o z 0 l N I �Q I 1 I Z Q 4" CON�CC. FLOOR SLAB H- a - J N 0 6FMIL VISQUEENEANDRCING 4 MINIMUM GRAVEL FILL I I 1 I I Z Q I I I 3 1/2" WIDE x 8" DROP STEM WALL I HIGH POURED AT DOOR I O OPENINGS (TYP.) U CONCRETE STEM z O I I-------------- � WALL EL. 0'-0 ----------------------------- 1 I� 16'-0" GARAGE FOUNDATION PLAN 1/4" = l'-0" 2'-0" I Y U CD J m CD f - CD 0 0 0 0 N CERTIFIED BY E E N fn U U `�� avi avi M � � v V) °' I N N M 3 N (D 3 ♦ `t (cn \ v vCL .. Cc: _ �- _` � o s I m w O Q SII o 0 a) o � o N 1 00 t` +- ^ I U N N M N N > vJ o I� 0 Q U7 cl- LA- z W a PROJECT NO. 03111 J O DRAWING SCALE 1 /4" = 1'- 0" O FILE NAME 03111c1.1 -17 o co o z 0 a �Q W< Z Q co H- a - J w Z Q W Q O LL U z O z O 7� CJ U -N z DRAWN BY rrp PROJECT NO. 03111 CHECKED BY ABC DRAWING SCALE 1 /4" = 1'- 0" O FILE NAME 03111c1.1 CL u U) w 0 m Li C) O DATE 11 /19/04 DRAWN BY rrp PROJECT NO. 03111 CHECKED BY ABC DRAWING SCALE 1 /4" = 1'- 0" PLOT SCALE 1:1 FILE NAME 03111c1.1 SHEET N0. cl e SHEET OF DRIVE W E 00 W 3 c -i E 8O N Is o� �Ln N rnr N � S E g N �eY O. C d. C M O n_ v V) zl M L3 u w 16 W M T ;x311iI % -"A T 1 114 i ® i 4'-0" So n. MH 4'-0" TC: 820.63 n 1 n v: 807.95 QO 900 San. MH o.. TC: 821.82 ............ ... Inv: 808.00 PROPOSED BUILDING X ........ ll� VIII El STREET R.O.W. _,.., 0 En X ASPHALT PAVEMENT R/W NOTE IS X BROOIMEW PROPERTIES, LLC IS RESPONSIBLE ........ ... ....... TO VERIFY THAT THE OFF-SITE RIW HAS BEEN IX =. ACQUIRED PRIOR TO STAR17NG CONSTRUCTION N ALONG 116th ST. ASPHALT PAVEMENT WITHIN R I►'r X RETAINING WALL,. TO BE DESIGNED qY STRUCTURAL ENGINEER M T ;x311iI % -"A T 1 114 i ® i 4'-0" So n. MH 4'-0" TC: 820.63 n 1 n v: 807.95 QO 900 San. MH o.. TC: 821.82 ............ ... Inv: 808.00 PROPOSED BUILDING X ........ X FUTURE 116TH El STREET R.O.W. _,.., 0 En X ASPHALT PAVEMENT R/W NOTE IS X BROOIMEW PROPERTIES, LLC IS RESPONSIBLE ........ ... ....... TO VERIFY THAT THE OFF-SITE RIW HAS BEEN IX =. ACQUIRED PRIOR TO STAR17NG CONSTRUCTION N ALONG 116th ST. ASPHALT PAVEMENT WITHIN R I►'r X RETAINING WALL,. TO BE DESIGNED qY STRUCTURAL ENGINEER " FUTURE 116TH PLAN STREET R 0. W. X 4 1_2:1 •- E— 12:1 o " 3'-0" MIN 4'-0" CONCRETE PAVEMENT cl EXISTING VINYL FENCE TO REMAIN. I X M T ;x311iI % -"A T 1 114 i ® i 4'-0" 3'-D" MIN 4'-0" EXISTING BUILDING n ASPHALT PAVEMENT, PER DETAIL 4/C9.1. LO o.. .. ............ ... ... PROPOSED BUILDING a ........ .... ..... El OMP�LEIFDRP R DIETAI` 1 REQUIRED UNi1L 1167H STREET _,.., 0 En N ASPHALT PAVEMENT IS ........ ... ....... IX =. CONCRETE SIDEWALK TO BE INSTALLED BY BUILDER, PER DETAIL 5/C9.1. N ASPHALT PAVEMENT WITHIN R I►'r ® RETAINING WALL,. TO BE DESIGNED qY STRUCTURAL ENGINEER PLAN DEPRESSED CURB 4 1_2:1 •- E— 12:1 4'-0" 3'-0" MIN 4'-0" ELEVATION ADA ACCESSIBLE RAMP SCALE NTS TACK COAT 2' ROLL CURB r 0 Oo 0 0 0 oO 0 o00 o0OO 00o 0 0 D 0 0O0 0 0 O00000 vi N 00 000 1= I =1 I I III=1 III III—III—I I II 110 LBS/SYD., HMA, TYPE B, SURFACE 275 LBS/SYD., HMA, TYPE B, BINDER 9" OF COMPACTED AGGREGATE BASE #53 (2 LIFTS) COMPACTED SUBGRADE H.A.C. PAVEMENT FOR TEMP. DRIVE SCALE: NTS 5 00.46'36" 660.00 a� Hanna Instr. 2000-56112 2) 0 EXISTING TREES C LEGEND KEYNOTES EXISTING BUILDING n ASPHALT PAVEMENT, PER DETAIL 4/C9.1. LO 21 ASPHALT PAVEMENT IN RIGHT-OF-WAY, PER DETAIL 3/9.1. PROPOSED BUILDING F31 ROLL BACK CURB (WET), PER DETAIL 1/C9.1. o El OMP�LEIFDRP R DIETAI` 1 REQUIRED UNi1L 1167H STREET _,.., 0 En ASPHALT PAVEMENT IS 5Q CONCRETE SIDEWALK TO BE INSTALLED BY BUILDER, PER DETAIL 5/C9.1. ASPHALT PAVEMENT WITHIN R I►'r ® RETAINING WALL,. TO BE DESIGNED qY STRUCTURAL ENGINEER WALL HEIGHT IS APPROXIMATELY 12 IN HEIGHT (NOT INCLUDING UNDER WATER 17771 PORTION OF WALL OR FOOTING ) CONCRETE PAVEMENT Q7 EXISTING VINYL FENCE TO REMAIN. -` SIGN ® 6' BLACK PVC COATED FENCE, PER DETAIL 7/C9.1. 90 STOP SIGN, PER DETAIL 9/C9.1. STORM rItET MANHOLE 10 12'x1' WHITE THERMOPLASTIC STOP BAR [� STORM ifiM 11 CONCRETE DRIVE TO BE INSTALLED BY BUILDER, TYPICAL. 00 SANITARY MANHOLE 12 4" WIDE, SOLID, PAINTED WHITE UNE. 13 WOOD BOLLARDS - PLACED EVERY 4' PER DETAIL 6/C9.1 4 FIRE HYDRANT 14 4' WIDE INTERIOR SIDEWALK ADJACENT TO CURB PER DETAIL 2/C9.1. 11540 ADDRESS 15 INVERTED FLOW UNE (ASPHALT) WITH 6" PERFORATED UNDEROR41N - DR41N TO 16 DOWNSTREAM STORM STRUCTURE. EXISTING FENCE TO REMAIN GENERAL NOTES 17 SIX-FOOT HIGH VINYL PRIVACY FENCE (BY BUILDER) 18 20' X 20' PROPOSED GARAGE (BY BUILDER) 1. 00 NOT STAKE BUILDINGS FROM THESE PLANS 19 EXISTING WALK USE ARCHITECTURAL PLANS ©0 MODULAR RETAINING WALL TO BE DESIGNED BY STRUCTURAL ENGINEER 2. ALL DIMENSIONS MEASURED TO FACE OF HEIGHT OF WALL VARIES PER DETAIL IOIC9.3. PROVIDE HANDRAIL IF NECESSARY. CURB UNLESS NOTED OTHERWISE 21 RELOCATED WHITE VINYL FENCE. PLACE FENCE 1' ONTO SUBJECT PROPERTY. 3. ALL RADII NOT DIMENSIONED TO BE 5'-0" FENCE SHALL NOT ENCROACH ONTO ADUOINING PROPERTY. TO FACE OF CURB. 92 DRY ROLL CURB AND GUTTER, PER DETAIL 18/C9.1. 4. SEF SURVEY FOR PROPERTY UNES AND ©3 ADA ACCESSIBLE RAMP PER DETAIL 1/C2.1. OTHER EXISTING CONDITIONS ® PROVIDE CURB TURNDOWN FOR FUTURE ASPHALT PATH. COORDINATE WITH SIGNAGE NOTE: THE CITY OF CARMEL. 95 RETURN EXISTING DRIVE TO OR/Gw CONDITION. ALL ON SITE SIGNAGE SHALL BE BY OWNER ® LANDSCAPE BED BETWEEN DRIVES (TYPICAL.). ©7 PATIO CONSTRUCTION SHALL BE COORDINATED WITH OWNER AND ARCHITECT. ® COVERED PATIO (TYPICAL EXCEPT ON UNITS 11 AND 12, SEE NOTE 27). SEE ARCHITECTURAL PLANS. 29 NEW CONCRETE WALK AND STEPS FIELD CONSTRUCT TO ALL APPUCABLE BUILDING CODES 30 PATCH APPROXIMATELY 40' OF FENCE To MATCH EXISTING FENCE WHERE BARN IS DEMOLISHED. 16 CAUTION of THE LOCATIONS OF ALL IXISTTNG UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 WITHIN INDIANA 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CARMEL UTILITIES NOTE: It LO 00 _N CNN Q- o co _,.., 0 En O � Q C C L C T F AbE=jL CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317-334-1500 Fax: 317-334-1552 TLF JOB NO. 2003-120 `�oe�ts.�aa►sa�o \p\(� •.',/`� ✓moi .� Q'• PSG\STER�c�.F� No. 890209 STATE OF Certif4A sf'A� ��,.`�\ o o rn 00 4z -1� 0 0 0 0 z CU U J J cn Oc m o v Sn — 9! =:)M z N I o Z U o am U- z o N Cn UJ c �a<a O O M m •• L m V r7p C mMckO Z m o .. � 3 CL .1 (=)10 0)r N O C) Qi t a. 0 D a U V � Lu W o 0 Ly LLJ C) O O o _ z m � m O 0 Z O V Title: LA YOUT PLAN Sheet No.: