HomeMy WebLinkAboutIN-Ambleside-Fairwood-APLN-Unit 2102-A5.0 SECTPRODUCTION MANAGER
DATE / DESCRIPTIONREV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
PLAN NAME
SHEETNPC PLAN NUMBER
STAMP
(c) Copyright Pulte Home Corporation - 2022
JL09-02-202209-02-2022
20' Unit
2463 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032PLOTTED: September 1, 2022 / Jeffrey Moskovciak / IN-AMBLESIDE-FAIRWOOD-APLN-UNIT 2102.DWG
A5.0
SECTIN - AMBLESIDE CommunitySectionsBuilding 22, Unit #2202D
A5.1
\A1;11"
127 1/2127 1/2
PRE-ENGINEERED ROOF TRUSSES
INSULATION PER LOCAL CODE
SCALE:BUILDING SECTION - 9'/9'/9' - REAR LOAD - GRADE-LEVEL - KITCHEN CENTER1/4" = 1'-0"1
O. BATH WIC BEDROOM 3\A1;9'-1{\H0.75x;\S1#8;}"
\A1;9'-11{\H0.75x;\S1#2;}"\A1;2'-4{\H0.75x;\S1#2;}"\A1;12'-10"\A1;STAIR OPENING\A1;4'-6"\A1;5'-3{\H0.75x;\S1#2;}"\A1;5'-0{\H0.75x;\S1#2;}"
SCALE:
BLDG SECTION - 9'/9'/9' - REAR LOAD -
GRADE-LEVEL1/4" = 1'-0"2
\A1;9'-1{\H0.75x;\S1#8;}"
PR
GATHERING ROOM
\A1;9'-1{\H0.75x;\S1#8;}"
\A1;1'-4{\H0.75x;\S3#4;}"
7'-0' HEAD HGT.
\A1;5'-1"\A1;4'-11{\H0.75x;\S1#2;}"\A1;2'-5{\H0.75x;\S5#8;}"\A1;4R AT 7 3/8"
\A1;6'-2{\H0.75x;\S1#8;}"\P10R AT 7 3/8"\A1;1'-10{\H0.75x;\S1#4;}"\P3R AT 7 3/8"
\A1;3'-11"\A1;7'-9{\H0.75x;\S1#2;}"\P9T AT 10" + 3{\H0.7x;\S1#2;}"\A1;3'-5"\A1;LANDING FRMG.\A1;7'-3"
\A1;1'-10{\H0.75x;\S1#4;}"
\A1;14'-10"
\A1;13'-0"\A1;STAIR OPENING\A1;16'-11{\H0.75x;\S1#2;}"
\A1;9'-8{\H0.75x;\S1#2;}"\PLANDING FRMG.PROVIDE 2x PAD-OUT TO FLUSH SOFFIT WITH ADJ. WALLCAFE
LINE OF 7'-0"\PHEAD ROOM IN FOREGROUND
\A1;3'-5"
LINE OF 7'-0"\PHEAD ROOM
\A1;2'-9{\H0.75x;\S1#2;}"\P3T AT 10" + 3{\H0.7x;\S1#2;}"\A1;3'-10{\H0.75x;\S1#2;}"
\A1;1'-4{\H0.75x;\S3#4;}"
\A1;9'-1{\H0.75x;\S1#8;}"\A1;3'-5"
\A1;4'-1"\A1;LANDING FRMG.
\A1;1'-11{\H0.75x;\S1#2;}"\P2T AT 10" + 3{\H0.7x;\S1#2;}"\A1;3'-8{\H0.75x;\S1#2;}"
B
AD2.3
\A1;1'-4{\H0.75x;\S3#4;}"
\A1;9'-1{\H0.75x;\S1#8;}"
\A1;TO FROST LINE
\A1;3'-8{\H0.75x;\S1#2;}"
\A1;44'-1{\H0.75x;\S3#8;}" TO TOP OF RIDGE
\A1;37'-6{\H0.75x;\S5#8;}" MIDWAY BETWEEN TOP OF FASCIA AND RIDGE
2
-
1
-
\A1;3'-5"
2 CAR GARAGE FOYER
FLOOR SYSTEM, REFERENCE FLOOR FRAMING PLANS
\A1;40'-0" FRAME TO FRAME
\A1;9'-1{\H0.75x;\S1#8;}"
\A1;9'-5"\A1;13'-7{\H0.75x;\S1#2;}"\A1;16T AT 10" + 3{\H0.7x;\S1#2;}"\A1;16'-11{\H0.75x;\S1#2;}"
7'-0' HEAD HGT.
\A1;10'-5{\H0.75x;\S7#8;}"\A1;17R AT 7 3/8"
\A1;1'-4{\H0.75x;\S3#4;}"
DECK 5
SCALE:DECK 5 OPTION - FRAMING PLAN1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;6'-0"\A1;6'-0"
\A1;20'-0" PL TO PL\A1;19'-8" FRAME TO FRAME\A1;2"\A1;2"\A1;1'-10"\A1;16'-0"\A1;1'-10"\A1;4'-0"\A1;4'-0"\A1;4'-0"\A1;4'-0"
\A1;5'-6"
\A1;6"
BEAM PER STRUC.
CANTILEVERED BEAM PER STRUC.
DECK FRAMING, TYP.LEDGER, PER STRUC.\A1;5'-6"
\A1;6"
10/10/22