HomeMy WebLinkAbout1662-Hansen-CD-v13 S MAIN STWHITESTOWN, IN317 | 769-5912MAP COURTESY OF MAPQUEST.COM
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RENDERINGS FOR ILLUSTRATION ONLY.
FURNITURE AND LANDSCAPING NOT IN CONTRACT.
FINAL FINISH MATERIAL AND COLOR MAY BE CHANGED,
SEE CONTRACT FOR DETAILS.
REVISION TABLE
NUMBER DATE REVISED BY DESCRIPTION
TABLE OF CON TENTS
PAGE TITLE
A1 COVER PAGE
A2 COVERED PATIO STRUCTURE PLAN S
A3 STRUCTURE ELEVATION & SECTION
1895 TROWBRIDGE HIGH STCARMEL, IN 46032DATECOVER PAGE 7/29/1 9HANSEN COVERED PATIOCLIENT TITLE CONTRACTORA1
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK.
2. DIMENSION STANDARDS USED WITHIN DOCUMENTS ARE AS FOLLOWS, UNLESS OTHERWISE NOTED:
a. EXTERIOR DIMENSIONING AT BUILDING CORNERS REPRESENTS AN OUTSIDE OF STUD DIMENSION.
b. EXTERIOR DIMENSION @ WINDOWS AND DOORS REPRESENTS CENTER OF ANOTHER OPENING, OR
THE OUTSIDE OF THE STUD.
c. INTERIOR DIMENSIONING AT STUD WALLS REPRESENT A DIMENSION TO THE SIDE OF THE STUD.
d. INTERIOR DIMENSIONING @ STAIRS REPRESENT A DIMENSION TO THE FINISHED FACED OF THE
STAIR.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE
OF THE STATE OF INDIANA.
RENDERING: COVERED PATIO STRUCTURAL PLANS
10/22/19
David Rutti
3 S MAIN STWHITESTOWN, IN317 | 769-591215'-6 1/2"15'-6 1/2"FOUR (4) CONC PIERS
W/ 1/2" Ø ANCHOR BOLT
@ 36" BELOW GRADE MIN
ON UNDISTURBED SOIL
FOUNDATION FOR
FIREPLACE & CABINETRY
TO BE SPECIFIED
ON OTHER PLANS
1 6'-0"16'-0"1 5'-6 1/2"15'-6 1/2"FOUR (4) 6X6 PT POSTS
ON GALV POST BASE
WRAP W/ 1X CEDAR
6 : 12 6 : 126 : 12
6 : 1212"12"2'-6"2'-6"
THREE (3) 1 3/4" X 11 7/8" LVL
WRAP W/ 5/4 CEDAR
ASPHALT ROOFING
ON 15# ROOFING PAPER
ON 1/2" SHEATHING
ON 1X T&G CAR SIDING
ALUM. DRIP EDGE
2X FASCIA TYP
POST CAP
TWO (2) PER POST TYP.
TWO (2) CORBELS
PER POST @ 45°
SCROLL CUT 4X8 PT
LEAVE MIN 3½"
2X10 RAFTERS
@ 24" O.C. TYP.2X12 HIP TYP.PROVIDE HURRICANE
CLIPS TYP.
2X FASCIA TYP.
REVISION TABLE
NUMBER DATE REVISED BY DESCRIPTION 1895 TROWBRIDGE HIGH STCARMEL, IN 46032DATECOVERED PATIOSTRUCTURE PLANS7/29/1 9HANSEN COVERED PATIOCLIENT TITLE CONTRACTORA2
STRU CTURE FOU NDATION PLAN
SCALE: 1 /4" = 1 '-0"
1
A2
1
A2
STRUCTURE POST PLAN
SCALE: 1 /4" = 1 '-0"
2
A2
2
A2
STRU CTURE BEAM/ROOF PLAN
SCALE: 1 /4" = 1 '-0"
3
A2
3
A2
STRUCTURE ROOF FRAMING PLAN
SCALE: 1 /4" = 1 '-0"
4
A2
4
A2
LOCATION ON SITE TO BE COORDINATED
W/ CABINETRY/COUNTERTOP PLANS
10/22/19
David Rutti
3 S MAIN STWHITESTOWN, IN317 | 769-59122'-6"3'-6 3/8"2'-6"3 1/2"FOUR (4) CONC. PIERS
W/ 1/2" ANCHOR
12" Ø @ 36" BELOW GRADE
6X6 PT POST
ON GALV POST BASE
WRAP W/ 1X CEDAR
TWO (2) CORBELS
PER POST @ 45°
SCROLL CUT 4X8 PT
LEAVE MIN 3½"
3/8" Ø LAG BOLTS
THREE (3) 1 3/4" X 11 7/8" LVL
WRAP W/ 5/4 CEDAR
ASPHALT ROOFING
ON 15# ROOFING PAPER
ON 1/2" SHEATHING
ON 1X T&G CAR SIDING
ALUM. DRIP
EDGE TYP.
ALUM. GUTTERS
& DOWNSPOUTS
SIMPSON ACE6Z
POST CAP
TWO (2) PER POST TYP.
ASPHALT ROOFING
ON 15# ROOFING PAPER
ON 1/2" SHEATHING
ON 1X T&G CAR SIDING
THREE (3) 1 3/4" X 11 7/8" LVL
WRAP W/ 5/4 CEDAR
2X10 RAFTERS
MAY BE CEDAR #2 OR BETTER
@ 24" O.C. TYP.
2X12 HIP RAFTER
2X6 SUB-FASCIA
W/ 1X8 FASCIA
ALUM. GUTTER
ALUM. DRIP
EDGE TYP.
TRIM RAFTER
TAILS IN FIELD
TWO (2) CORBELS
PER POST @ 45°
SCROLL CUT 4X8 PT
LEAVE MIN 3½"
FOUR (4) CONC. PIERS
W/ 1/2" ANCHOR
12" Ø @ 36" BELOW GRADE
6X6 PT POST
ON GALV POST BASE
WRAP W/ 1X CEDAR
SIMPSON ACE6Z
POST CAP
TWO (2) PER POST TYP.
REVISION TABLE
NUMBER DATE REVISED BY DESCRIPTION 1895 TROWBRIDGE HIGH STCARMEL, IN 46032DATESTRUCTURE ELEVATION& SECTION7/29/1 9HANSEN COVERED PATIOCLIENT TITLE CONTRACTORA3
STRU CTURE TYP. ELEVATION
SCALE: 1 /2" = 1 '-0"
1
A3
1
A3
STRU CTURE TYP. SECTION
SCALE: 1 /2" = 1 '-0"
2
A3
2
A3
10/22/19
David Rutti