HomeMy WebLinkAboutIND Lavore #39687 CAD Stamped pgs 1-13 signed copySCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
NTS
1 OF 13
GREAT DAY IMPROVEMENTS, INDIANAPOLIS
LAVORE RESIDENCE
DRAWING # DESCRIPTION
1 COVER
2 ELEVATION "B" WALL
3 ELEVATION "A" & "C" WALL
4 DECK PLAN
5 FOOTER DETAILS
6 ELECTRICAL PLAN
7 FLOOR PLAN
8 ROOF PLAN
9 STANDARD DECK DETAILS
10 STANDARD DECK DETAILS
11 SYSTEM DETAILS
12 SYSTEM DETAILS
13 SYSTEM DETAILS
THIS SUNROOM IS NOT TO BE CONDITIONED
OR USED AS A PERMANENT LIVING AREA.
NOTES:
1. ALLVIEW (CA5) SUNROOM; BRONZE IN COLOR
2. CONSTRUCT SUNROOM ON NEW DECK
3. NO HEAT BY GDI; ELECTRICAL BY GDI
4. ALL CONCRETE TO BE 3000 PSI MINIMUM
5. ALL DECK LUMBER IS PRESSURE TREATED SYP #2 OR BETTER
6. THIS SUNROOM IS CONSIDERED AS NON-CONDITIONED SPACE, EXEMPT FROM
ENERGY REQUIREMENTS (PER 2018 IRC SECTION N1102.1, NOTE 1.2)
THIS SUNROOM AND FOUNDATION HAVE BEEN EVALUATED FOR
DESIGN LOADS REQUIRED BY THE IRC CODE. THIS INCLUDES ALL
MATERIALS, COMPONENTS, CONNECTIONS, AND ATTACHMENTS
WHEN CALCULATING THE LOAD REQUIREMENTS.
MINIMUM DESIGN LOADS: PER 2020 INDIANA RESIDENTIAL
CODE / 2018 IRC W/ IN AMENDMENTS
SUNROOM CATEGORY II (PER 2018 IRC R301.2.1.1.1
& AAMA / NPEA / NSA 2100)
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
2 OF 13
12
4
ELEVATION - "B" WALL
192"
60"
24"
21"
TEMPERED GLASS WINDOW(S)
W/ SCREEN(S)
TEMPERED GLASS
DEADLITE(S)
TEMPERED GLASS
KNEEWALL(S)
3" SUPER FOAM ROOF
W/ SHINGLES
TEMPERED GLASS WING(S)
DBL. 1 3/4" x 11 7/8" MICROLLAM
LVL RIDGE BEAM
NEW DECK
CONCRETE PIER
FOOTER(S)
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
3 OF 13
ELEVATION - "A" WALL ELEVATION - "C" WALL
168" 168"
84"
24"
60"
TEMPERED GLASS WINDOW(S)
W/ SCREEN(S)
TEMPERED GLASS
KNEEWALL(S)
TEMPERED GLASS DOOR(S)
W/ SCREEN(S)
3" SUPER FOAM ROOF
W/ SHINGLES
24"
60"
NEW DECK
CONCRETE PIER
FOOTER(S)
NEW DECK
CONCRETE PIER
FOOTER(S)
TEMPERED GLASS WINDOW(S)
W/ SCREEN(S)
TEMPERED GLASS
KNEEWALL(S)
3" SUPER FOAM ROOF
W/ SHINGLES
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
4 OF 13
A
A
C
C
B B
DECK PLAN
SCALE: 1/4" = 1'-0"
EXISTING
96" 96"
192"
64" 64" 64"
84"
60"
24"
168"
48"
48"
DBL. 2x10 RIM JOIST
2x10 JOISTS @ 16" C/C
6x6 POST ON 16" DIA. x 32" DEEP CONCRETE
PIER FOOTERS (TOTAL OF 10)
TRIPLE 2x10 RIM JOIST
6x6 POST ON 24" DIA. x 32" DEEP
CONCRETE PIER FOOTER
SIMPSON HUC210-2 CONCEALED FLANGE JOIST
HANGERS (OR EQUIVALENT) @ EACH END
SIMPSON LUS210 JOIST HANGERS
(OR EQUIVALENT) @ EACH END
DBL. 2x10 CARRIER BEAM
LANDING & STAIRS
6x6 POST ON 20" DIA. x 32" DEEP CONCRETE
PIER FOOTERS (TOTAL OF 2)
2x10 LEDGER BOARD W/ 1/4" DIA. TIMBERLOK SCREWS
W/ MIN. 1 1/2" THREAD ENGAGEMENT INTO EXISTING
SIMPSON H2.5T CLIP
(OR EQUIVALENT)
@ EACH JOIST
(ADD AS REQUIRED)
6x6 SUPPORT POST
(NOTCHED)
(2) 1/2" DIA. THRU-BOLTS
DBL. 2x10 CARRIER BEAM
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
2x10 JOISTS @ 16" C/C
GRADE
CONCRETE PIER
FOOTER
SEE PLAN
32"
SIMPSON PB66Z POST BASE
(OR EQUIVALENT) CAST
INTO NEW CONCRETE
SECTION A-A
GRADE
CONCRETE PIER
FOOTER
SEE PLAN
32"
SIMPSON PB66Z POST BASE
(OR EQUIVALENT) CAST
INTO NEW CONCRETE
SECTION B-B
GRADE
CONCRETE PIER
FOOTER
SEE PLAN
32"
SIMPSON PB66Z POST BASE
(OR EQUIVALENT) CAST
INTO NEW CONCRETE
SECTION C-C
6x6 SUPPORT POST
(NOTCHED)
(2) 1/2" DIA. THRU-BOLTS
DBL. 2x10 RIM JOIST FASTEN
W/ (2) 10d NAILS SPACED
MINIMUM 16" C/C
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
2x10 JOISTS @ 16" C/C
TRIPLE 2x10 RIM JOIST FASTEN
W/ (2) 10d NAILS SPACED
MINIMUM 16" C/C
SIMPSON LUS210
JOIST HANGERS
(OR EQUIVALENT)
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
2x10 JOISTS @ 16" C/C
6x6 SUPPORT POST
SIMPSON BC6 POST CAP
(OR EQUIVALENT)
SCALE
EP
EP EP
EP EP
EP
E
E
$
$
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
6 OF 13
ELECTRICAL PLAN
ENGINEER'S STAMP APPLIES
TO SUNROOM STRUCTURE;
ELECTRICAL BY OTHERS
EXISTING
192"
168"
GDI ELECTRICAL SYMBOL LEGEND
ELECTRICAL RACEWAY POST
DUPLEX RECEPTACLE
EXIT LIGHT
SWITCH
CEILING FAN
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
7 OF 13
FLOOR PLAN
EXISTING
192"
168"
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
8 OF 13
ROOF PLAN
174"
216"
DBL. 1 3/4" x 11 7/8" MICROLLAM
LVL RIDGE BEAM
3" I BEAMS
3" SUPER FOAM ROOF
SHINGLES
LINE OF ENCLOSURE
WALLS BELOW
4x4 RIDGE BEAM SUPPORT POST
4x4 POST MOUNTED TO DBL. TOP PLATE OF
WALL W/ DBL. JACK STUDS WITHIN WALL
FRAMING DOWN TO FOUNDATION BELOW
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
9 OF 13
GUARD POST TO RIM JOIST DETAIL
5 1/2"
CAP RAIL DETAIL
HANDRAIL DETAIL
3 1/2" MAX.
2" MIN.
2" MIN.
2" MIN.
2 1/2" MIN.
5" MAX.
STAIR STRINGER REQUIREMENTS
MAXIMUM SPAN
6'-0" WITH (2)
STRINGERS
CUT STRINGER
ALL STRINGERS SHALL BE A MINIMUM OF 2x12
TREAD AND RISER DETAIL
GUARD DETAIL
6'-0" MAX.
36"
MIN.
STAIR STRINGER BEARING AT GRADE DETAIL
6" MIN.
TREAD CONNECTION REQUIREMENTS
THESE DETAILS WERE TAKEN FROM
THE PRESCRIPTIVE RESIDENTIAL
WOOD DECK GUIDE BY THE
AMERICAN WOOD COUNCIL
ALL SCREWS, BOLTS AND NAILS FOR
USE WITH PRESSURE TREATED WOOD
SHALL BE HOT DIPPED
ZINC COATED GALVANIZED STEEL OR
STAINLESS STEEL
NOTE:
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/4" = 1'-0"
10 OF 13
2" MIN.
LEDGER BOARD FASTENER SPACING AND CLEARANCE
POST TO BEAM DETAIL
JOIST TO BEAM CONNECTION DETAIL
OPTION 1* OPTION 2*
* SEE MANUFACTURERS RECOMMENDATIONS
FOR ADDITIONAL REQUIREMENTS
DIAGONAL BRACE DETAIL
LEDGER BOARD ATTACHMENT DETAIL - BAND JOIST
2" MIN
16"
1 5/8" MIN. 2" MIN.
5" MAX.
LEDGER BOARD ATTACHMENT DETAIL -
CONCRETE OR SOLID MASONRY WALL
EMBED ANCHORS PER
MANUFACTURERS
RECOMMENDATIONS
2" MIN.
LEDGER
1/2" LAG SCREW, THRU-BOLT,
OR ANCHOR W/ WASHER
STAGGER FASTENERS
IN (2) ROWS
EXISTING SHEATHING
EXISTING STUD
WALL
EXISTING 2x
BAND JOIST
REMOVE EXISTING SIDING PRIOR
TO INSTALLATION
THRESHOLD CAREFULLY FLASHED
AND CAULKED TO PREVENT WATER
INTRUSION
PLAN VIEW OF MASTER FRAME JAMBS
CONNECTION @ GANGING POST
ANCHORING NOTES:
3/8" DIA. ANCHOR BOLTS
3 1/2" LONG GALV. LAG
SCREWS INTO WOOD; 3"
LONG DEWALT SCREW-
BOLT+ INTO CONCRETE,
SET CENTER OF ANCHORS
AT LEAST 2" FROM EDGE OF
SUPPORTING MATERIAL
FLOOR EXPANDER
AV GANGING POST
#8x1/2" TEK SCREWS @
TOP, BOTTOM, 1/3rd UP
& 1/3rd DOWN
MASTER FRAME JAMB
(2) #8x1/2" TEK SCREWS ATTACHING
GANGING POST, MASTER FRAME, &
FLOOR EXPANDER (INSIDE & OUT)
MASTER FRAME JAMB
CONNECTION @ AV E.R. WALL POST
AV E.R. WALL POST
AV WALL POST SUPPORT
BRACKET
PLAN VIEW OF MASTER FRAME JAMBS
FLOOR EXPANDER
#8x1" TEK SCREWS @ TOP, BOTTOM,
1/3rd UP & 1/3rd DOWN.
POST CAP
(3) #10x3/4" TEK SCREWS PER
SIDE ATTACHING BRACKET
TO E.R. WALL POST
MASTER FRAME JAMB
MASTER FRAME JAMB
ANCHORING NOTES:
3/8" DIA. ANCHOR BOLTS
3 1/2" LONG GALV. LAG
SCREWS INTO WOOD; 3"
LONG DEWALT SCREW-
BOLT+ INTO CONCRETE,
SET CENTER OF ANCHORS
AT LEAST 2" FROM EDGE OF
SUPPORTING MATERIAL
PLAN VIEW OF MASTER FRAME JAMBS & AV E.R.
WALL POST CONNECTION @ CORNER POST
FLOOR EXPANDER
1x3 TUBE
AV E.R. WALL POST
POST CAP
MASTER FRAME JAMB
MASTER FRAME JAMB
FLOOR EXPANDER
CORNER POST COVER
(6) #10x3/4" TEK SCREWS
PER ANGLE BRACKET
ANCHORING NOTES:
3/8" DIA. ANCHOR BOLTS
3 1/2" LONG GALV. LAG
SCREWS INTO WOOD; 3"
SECTION THROUGH MASTER FRAME SILL
CONNECTION @ GLASS KNEEWALL
AV 1-LITE MALE
TEMPERED GLASS
GLAZING STOP
#8x1/2" TEK SCREWS MASTER FRAME SILL
@ 18" C/C
SECTION THROUGH GLASS KNEEWALL
CONNECTION @ DECK FOUNDATION
FLASHING
FLOOR EXPANDER
#10x2" PANEL-TITE TRISEAL
WOOD SCREWS, STAGGER
SCREWS @ 16" C/C ALONG
FLOOR EXPANDER BETWEEN
UNIT GANGINGS
AV 1-LITE FEMALE
#8x1/2" TEK SCREWS
(2) @ EACH GANGING
(INSIDE & OUT)
TEMPERED GLASS
GLAZING STOP
DECK FOUNDATION
SECTION THROUGH "H" & MASTER FRAME
HEAD CONNECTION @ GLASS WING
AACA WING HORIZONTAL
MASTER FRAME HEAD
AV "H" SUPPORT
#8x2" TEK SCREWS @
18" C/C ALONG AV
"H" SUPPORT
#8x1/2" TEK SCREWS @
EACH GANGING & @ EACH
END (INSIDE & OUT)
5/8" x 5/8" ANGLE TEMPERED GLASS
#8 x 1/2" TEK SCREWS
@ 18"C/C
SECTION THROUGH MASTER FRAME SILL
CONNECTION @ DECK FOUNDATION
MASTER FRAME SILL
FLASHING
FLOOR EXPANDER
#8x1/2" TEK SCREWS
(2) @ EACH GANGING
(INSIDE & OUT)
#10x2" PANEL-TITE TRISEAL
WOOD SCREWS, STAGGER
SCREWS @ 16" C/C ALONG
FLOOR EXPANDER BETWEEN
UNIT GANGINGS
DECK FOUNDATION
FRONT VIEW THROUGH 4x4 RIDGE POST
CONNECTION @ DECK FOUNDATION
(2) 2 1/2" ANGLE BRACKETS
4x4 RIDGE POST
3/8" DIA.x3 1/2" LONG GALV. LAG
SCREWS @ EA. SIDE OF POST,
TOTAL OF (2)
FLOOR EXPANDER
DECK FOUNDATION
SECTION THROUGH 3" SUPER FOAM ROOF
PANEL CONNECTION @ GLASS WING
6" OVH
3" FASCIA
#8x1/2" TEK SCREWS @ EACH
END & @ 24" C/C 3" SUPER FOAM
ROOF
#8x1/2" TEK SCREWS @ EACH
END, BOTH SIDES
SILICONE SEALANT
AACA WING HORIZONTAL
#8x1/2" TEK SCREWS @ 24" C/C
TOP & BOTTOM, & @ EA. END
PANEL CAP
#8x1/2" TEK SCREWS
@ 18" C/C
5/8"x5/8" ANGLE IRON TEMPERED GLASS
12" OVH (MAX)
SECTION THROUGH MASTER FRAME & HEADER
CONNECTION @ 3" SUPER FOAM ROOF
#8x1/2" TEK SCREWS
(2) @ EACH I BEAM
(TOP & BOTTOM)
3" FASCIA
#8x1/2" TEK SCREWS (2)
@ SAME SIDE OF I BEAM
INTO AV HEADER ARM
3" SUPER FOAM ROOF
SILICONE SEALANT
1/4-20x5" HWH "BLAZER" SD5 TEK SCREWS
W/ WASHERS (2) @ EACH CORNER POST
#8x1/2" TEK SCREWS @ EACH GANGING
AND @ EACH END (INSIDE & OUT)
AV HEADER SUPPORT
AV HEADER ARM
#8x1/2" TEK SCREWS
(2) @ EACH I BEAM
(1) @ EACH END OF
HEADER SUPPORT
MASTER FRAME HEAD
#10x2" TEK SCREWS
@ 18" C/C
3" ALUMINUM I BEAM
SECTION THROUGH 3" ROOF
CONNECTION @ I BEAM
#8x1/2" TEK SCREWS (2) @
HANGER, (2) @ FASCIA, (2)
@ 1/3 POINTS BETWEEN
HANGER & HEADER
3" SUPER FOAM ROOF
SILICONE SEALANT (BOTH
SIDES OF I BEAMS)
3" ALUMINUM I BEAM
3/8" DIA. GALV. LAG SCREWS @ 16" C/C IN 1/2"
DEEP COUNTERSINK STAGGERED TOP &
BOTTOM W/ 2" MIN. THREAD ENGAGEMENT
INTO EXISTING STRUCTURAL FRAMING
2x4 LUMBER (RIPPED TO 3")
3" ROOF PANEL & I BEAM
CONNECTION @ EXISTING WALL
SILICONE SEALANT
3" SUPER FOAM ROOF
FLASHING
1/4" DIA.x2" GALV. LAG SCREWS
@ 12" C/C (STAGGERED
TOP & BOTTOM)
#8x1/2" TEK SCREWS (2) @ HANGER,
(2) @ FASCIA, (2) @ 1/3 POINTS
BETWEEN HANGER & HEADER
SECTION THROUGH 3" SUPER FOAM ROOF & PANEL
HANGER ASSEMBLY CONNECTION @ RIDGE BEAM
4x4 RIDGE BEAM SUPPORT POST
(2) SIMPSON ACE4 POST CAPS
(OR EQUIVALENT)
DBL. 1 3/4" x 11 7/8" MICROLLAM
LVL RIDGE BEAM
3/8" DIA.x3" GALV. LAG SCREWS
@ 16" C/C STAGGERED ADD RIPPED 2x TO CREATE
SLOPE @ RIDGE
FLASHING
#8x1/2" TEK SCREWS, (2) INTO
I BEAM CONNECTING PANELS
BOTH SIDES, TOP & BOTTOM
SILICONE SEALANT
HANGER TAB
SILICONE SEALANT
3" SUPER FOAM ROOF
3" PANEL HANGER 3" PANEL HANGER
#8x1/2" TEK SCREWS, (2) INTO
I BEAM CONNECTING PANELS
BOTH SIDES, TOP & BOTTOM
SILICONE SEALANT
HANGER TAB
3" SUPER FOAM ROOF
SILICONE SEALANT
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1 1/2" = 1'-0"
13 OF 13
#10x2" PANEL-TITE TRISEAL
WOOD SCREWS INTO WOOD
POST, (6) PER BRACKET,
(3) EA. SIDE OF RIDGE POST
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1 1/2" = 1'-0"
12 OF 13
LONG DEWALT SCREW-
BOLT+ INTO CONCRETE,
SET CENTER OF ANCHORS
AT LEAST 2" FROM EDGE OF
SUPPORTING MATERIAL 2 1/2" ANGLE BRACKET
2 1/2" ANGLE BRACKET
#8x1/2" TEK SCREWS @ TOP,
BOTTOM, 1/3rd UP & 1/3rd DOWN
#8x1" TEK SCREWS @
TOP, BOTTOM, 1/3rd
UP & 1/3rd DOWN
AV SD CORNER POST
3/8" DIA. GALV. LAG SCREWS SPACED @ 16" C/C
AND ALTERNATING EACH SIDE OF EXPANDER;
PROVIDE MIN. 1 1/2" THREAD ENGAGEMENT
INTO STRUCTURAL FRAMING
(ADD BLOCKING AS REQUIRED) EXISTING BRICK
EXISTING HOUSE
WALL FRAMING
POST CAP
PLAN VIEW OF MASTER FRAME JAMB & AV E.R. WALL
POST CONNECTION @ EXISTING BRICK WALL
MASTER FRAME JAMB
AV E.R. WALL POST
FLOOR EXPANDER
FOAM KNEEWALL TRIM
2" WALL EXPANDER
#8x1" TEK SCREWS @ TOP, BOTTOM,
1/3rd UP & 1/3rd DOWN
#8x1/2" TEK SCREWS @ TOP, BOTTOM,
1/3rd UP & 1/3rd DOWN (INSIDE & OUT)
PLAN VIEW OF MASTER FRAME JAMBS
CONNECTION @ 4x4 WOOD POST
FLOOR EXPANDER
MASTER FRAME JAMB
FLOOR EXPANDER
MASTER FRAME JAMB
4x4 WOOD POST
#10x2" PANEL-TITE TRISEAL
WOOD SCREWS @ TOP,
BOTTOM, 1/3 UP & 1/3 DOWN
SCALE
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
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THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1 1/2" = 1'-0"
11 OF 13
EXISTING 2x
JOIST
EXISTING FOUNDATION
CONTINUOUS FLASHING EXTENDING
PAST JOIST HANGER
DECK JOIST
2x LEDGER BOARD; MUST BE GREATER
THAN OR EQUAL TO THE DEPTH OF THE
DECK JOISTS AND NO GREATER THAN
THE DEPTH OF THE BAND JOIST
JOIST HANGER
RIM JOIST OR BEAM (BLOCKING
BETWEEN JOISTS MAY BE
REQUIRED WHERE JOISTS
DON'T ALIGN W/ POSTS)
POST
2x6 DIAGONAL
BRACING
5/8" THROUGH BOLTS
SIMPSON H2.5T CLIP
(OR EQUIVALENT) JOIST HANGER
TOP OF BEAM AND
JOIST MUST BE
ALIGNED AT THE
SAME ELEVATION
SIMPSON POST CAP
(OR EQUIVALENT)
6x6 POST
BEAM W/ PLYWOOD
STIFFENERS AS
REQUIRED
(1) 3x OR 4x OR
(2) 2x BEAM
(2) 1/2" DIA.
THRU-BOLTS
W/ WASHERS
NOTCH POST TO
ACCOMMODATE
BEAM
6x6 POST
BEAM MUST BEAR FULLY
ON NOTCHED 6x6
RIM JOIST DETAIL
4x4 POST
SIMPSON POST CAP
(OR EQUIVALENT)
DBL. 2x RIM JOIST FASTEN
W/ (2) 10d NAILS SPACED
MINIMUM 16" C/C
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
2x JOIST @
16" C/C
JOIST HANGER
MASONRY WALL
1/2" DIA. APPROVED EXPANSION,
EPOXY OR ADHESIVE ANCHORS
W/ WASHERS
CAULK THIS AREA TO RESIST
CORROSION & DECAY
DECK JOISTS
JOIST HANGERS
2x LEDGER BOARD; MUST BE
GREATER THAN OR EQUAL
TO THE DEPTH OF THE DECK
JOIST
LEDGER BOARD ATTACHMENT DETAIL -
HOLLOW MASONRY WALL
EMBED ANCHORS PER
MANUFACTURERS
RECOMMENDATIONS
CAULK THIS AREA TO RESIST
CORROSION & DECAY
DECK JOISTS
JOIST HANGERS
2x LEDGER BOARD; MUST BE
GREATER THAN OR EQUAL TO
C.M.U. WALL (8" NOMINAL THE DEPTH OF THE DECK JOIST
WIDTH)
1/2" DIA. APPROVED EXPANSION,
EPOXY OR ADHESIVE ANCHORS
W/ WASHERS
FILL UNIT CELLS W/ GROUT
OR CONCRETE AT ANCHOR
LOCATIONS
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
NAIL PATTERN FOR DOUBLED JOISTS
2"
2"
2"
16" TYP.
0.148"x3" 10d GALV. NAILS
NEW/NEW OR EXISTING/NEW
DOUBLED JOISTS
45° TO 60°
1/3 POST HEIGHT
BUT NOT LESS
THAN 24", UNLESS
NOTED OTHERWISE
THESE PLANS WERE DESIGNED
WITH, AND REQUIRED THAT, ALL
LUMBER MUST BE MINIMUM RATED
SYP #2 OR BETTER PRESSURE
TREATED PER AWPA (AMERICAN
WOOD PROTECTION ASSOCIATION)
STANDARDS
1 1/2"
SECTION
GUARD POST TO OUTSIDE JOIST DETAIL
2" MIN.
2" MIN.
2-1/2" MIN.
5" MAX.
FROST
DEPTH
12" MIN.
FRONT
SECTION PLAN VIEW
4x4 GUARD POST
JOIST
RIM JOIST
3/4" SUBFLOOR OR DECKING
(AS APPLICABLE)
(2) 1/2" DIA. THRU-BOLTS
AND WASHER
AT JOIST BETWEEN JOIST
PLAN VIEW
ALL STAIRS AND LANDINGS
MUST BE ILLUMINATED
PER IRC R311.7.9
6'-0" MAX.
STAIR GUARD HEIGHT
34" - 38" MEASURE
FROM NOSING OF STEP
STAIR GUARD REQUIREMENTS
OPENINGS FOR REQUIRED
GUARDS ON THE SIDES OF
THE STAIR TREADS SHALL
NOT ALLOW THE PASSAGE
OF A 4" DIA. SPHERE
TRIANGULAR OPENINGS SHALL
NOT ALLOW THE PASSAGE OF
A 6" DIA. SPHERE
PROVIDE BLOCKING BETWEEN
STAIR STRINGERS AT GUARD
POST LOCATIONS
LANDING
GUARD POST
5"
MIN.
STAIR TREAD:
(2) 5/4" DECK
BOARDS
2x12 STRINGER
SEE TREAD CONNECTION
REQUIREMENTS FOR SPACING
LIMITATIONS
STRINGER
10x10 SQ. OR 12" DIA.
4x4 POST FOOTER
10x10 SQ. OR 12" DIA.
FOOTER
4x4 POST
STRINGER
ADD 2x4 BEARING BLOCK
TO SUPPORT STRINGER
CUT POST AT GRADE
WHEN NO STAIR
GUARD IS REQUIRED
(2) 1/2" DIA. THRU-BOLTS
W/ WASHERS (2) 1/2" DIA. THRU-BOLTS
W/ WASHERS
MIN. 4" CONCRETE
PAD
STRINGER
STAIR STRINGERS SHALL
BEAR ON CONCRETE PAD
AND NOT COME IN CONTACT
WITH THE GROUND
18"
MAX.
18"
MAX.
STRINGERS (3)
MAN. REQ.
TREAD MATERIAL: 2x4 OR
5/4" BOARD
7 3/4"
3/4" - 1 1/4" NOSING; NOSING MAX.
SHALL NOT DEVIATE FROM ONE
ANOTHER BY MORE THAN 3/8"
RISER MAY BE OPEN
SHALL NOT ALLOW
THE PASSAGE OF A
4" DIA. SPHERE 10"
MIN.
TREADS
RISERS: 1x MATERIAL
MIN.
(2) 1/2" DIA. THRU-BOLTS
AND WASHERS
ATTACH PICKETS AT TOP
AND BOTTOM
OPENINGS SHALL NOT ALLOW THE PASSAGE
OF A 4" DIA. SPHERE; WET LUMBER MUST BE
SPACED SUCH THAT WHEN SHRINKAGE
OCCURS, THE MAXIMUM OPENING IS
MAINTAINED
2x4 TOP AND BOTTOM:
MAY BE PLACED ON
EITHER SIDE OF GUARD
POST
RAIL CAP: 2x6, 5/4" BOARD OR
APPROVED MANUFACTURER
MATERIAL
2x2 PICKETS: MAY BE PLACED
ON EITHER SIDE OF GUARD
4x4 GUARD RAIL POST,
DO NOT NOTCH
HOLD DOWN
ANCHOR OR
STUD PLATE
GUARD POST AT
JOIST LOCATION
JOIST
DBL. RIM
JOIST
GUARD POST BETWEEN
JOISTS
HOLD DOWN
ANCHOR OR
STUD PLATE
DBL. RIM
JOIST
JOIST
GUARD POST ATTACHMENT DETAIL
2" MIN.
2" MIN.
2-1/2" MIN.
5" MAX.
CENTERLINE OF
GUARD POST
HANDRAIL SHALL
RETURN AT EACH
END
GRASPABLE HANDRAIL
CORROSION RESISTANT
HANDRAIL HARDWARE
GUARD POST
CAP RAIL
2x4
GUARD POST
AT FIRST INTERIOR BAY
PROVIDE 2x BLOCKING
AT GUARD POSTS W/
HOLD-DOWN ANCHORS
GUARD POST
SIDE
JOIST
HOLD DOWN
ANCHOR OR
STUD PLATE
RIM JOIST
JOIST
HOLD DOWN
ANCHOR OR
STUD PLATE
GUARD POST
(2) 1/2" DIA. THRU-BOLTS
AND WASHERS
HOLD DOWN
ANCHOR OR
STUD PLATE
ADD 2x4 BEARING BLOCK
TO SUPPORT STRINGER
SHEET
DATE
DRAWN
AMANDA LAVORE LOCATION
14121 IVYBRIDGE DRIVE
CARMEL, IN 46032
JOB #39687
-
-
-
-
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - INDIANAPOLIS
10080 EAST 121st STREET
FISHERS, IN 46037
317-579-2255
ERIC OETJEN, P.E., M. ENG.
IN. PROFESSIONAL ENGINEER (IN. LIC. #12100219)
5 GREENE STREET
FORT THOMAS, KY. 41075
PH. # 859-393-9049
10/24/22
MTS
1/2" = 1'-0"
5 OF 13
STRUCTURE @ 16" C/C STAGGERED
DBL. 2x10 RIM JOIST
SNOW LOADS: GROUND SNOW LOAD 20 PSF
ULTIMATE DESIGN WIND SPEED: 115 MPH, 3 SEC. GUSTS
LIVE LOADS:
1. ROOF: 20 PSF
2. FLOOR: 40 PSF
ALLOWABLE SOIL PRESSURE CONSIDERED
(PRESUMPTIVE) = 1500 PSF